ࡱ> #-7*+,:vZwms} u v F m \o]#` tbjbj  j9&0008h|8̔"r l=>>>>>>$shHb;;;bw;^(;^6 .00#B##4;;;;;;;bb]^;;;;;;;DLKBLK Wastewater Collections Practice Problems These are not intended to be exact problems from any state exam. Simply memorizing the questions wont help. This is to help get used to doing the different types of word problems. SORRY, THINKING IS STILL REQUIRED. For a little bit more in-depth detail on how to work out some Collection Math problems and Theory questions, look at COLLECTION BOOK 200x.doc and Collections Theory Auto Test.xls found somewhere on this network. Feel free to copy this. Take it home. Sell it on the black market. Any problems, suggestions or questions e-mail me.  HYPERLINK "mailto:stapletonb@neorsd.org" stapletonb@neorsd.org To use this spreadsheet; 1) Double-Click on a question. The table outline will appear. 2) Work out the problem, pick the answer box and place an x in the box, Press ENTER.   3) You will be told if your answer is right or wrong. There is also an answer key on the last page. This key works for all of my Collection study material.  4) Grab the dot at the bottom of the frame with the mouse arrow. Click & drag the window open to reveal the solution. OR use the mouse wheel to scroll down.  EMBED Word.Picture.8  5) You can Press the TAB key to jump to the different numbers and change them to create an unlimited amount of practice questions. ONLY TYPE THE NUMBERS. The units, (feet, MGD Ft.3, etc) will automatically format themselves. The answers choices AND the solutions that you scroll down to, will re-work themselves out.   EMBED Word.Picture.8  Please set the printer to Print current page when printing sample questions. This document is very large and can waste a lot of paper by printing all of it accidentally. If this document gets out of hand, close it without saving & open it up again. This is write-protected, so you should not be able to mess it up. If you do, just send me an e-mail & I will load a back-up version. It will only allow you to type over certain things & you cant save it except under a new name.    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" !  "" !  "RpTimes New RomanD*0&PxwLP.@DP0ȬD IArial1' &@wTw \ȬDdI0 dv%   TX 4=UUA&A LP3)RpArial/& &Px851LP&DP08D GArial1' &@wTw$ \8DdI0$ dv% TL ;UUA&AL Lp How does the area    RpArialD*0&PxwLP&DP0tD KArial1' &@wTw %\tDdI0 %dv%  TTM{UUA&AMLPx RpTimes New RomanD*0&PxwLP-$DP0D JArial1' &@wTw \DdI0 dv% TT.:UUA&A.LP RpTimes New RomanD*0&PxwLP-ȬDP0PD 0IArial1' &@wTw N\PDdI0 Ndv% T`UUA&ALTa)  % % " !%   Z  Tl YUUA&A LXThe  % " !%   "  TpdUUA&AdLX16 in.  T|zUUA&AL\area is   T`UUA&ALT1.6 T|UUA&ALxtimes larger than the $   RpArialD*0&PxwLP.DP0D JArial1' &@wTw q\DdI0 qdv%  TT)UUA&ALP  % TT.:UUA&A.LP % T`UUA&ALTb)  % % " !%   Z  Tl YUUA&A LXThe  % " !%   "  TpdUUA&AdLX16 in.  T|zUUA&AL\area is   T`UUA&ALT2.0 T|UUA&ALxtimes larger than the $   %  TT)UUA&ALP  % TT.:>UUA&A.LP % T`>UUA&ALTc)  % % " !%   Z@  Tl  Y;UUA&A  LXThe  % " !%   "  Tpd ;UUA&Ad LX16 in.  T| z;UUA&A L\area is   T` ;UUA&A LT2.0 T |;UUA&A Lxtimes larger than the $   %  TT)=UUA&ALP  % TT.F:~UUA&A.FLP % T`F~UUA&AFLTd)  % % " !%   DZ  Tl MY{UUA&A MLXThe  % " !%   "  TpdM{UUA&AdMLX16 in.  T|Mz{UUA&AML\area is   T`M{UUA&AMLT2.6 TM|{UUA&AMLxtimes larger than the $   %  TTE)}UUA&AELP  % % " !%   KB% %   TP ;UUA&A +Lof a 16 inch sewer compare to the area of an     $     % % % " !%   KKB% %   TS i;UUA&AS Lh10 inch sewer?  % % % " !%   B% %   TM{UUA&AM Ld10 in. area.   % % % " !%   % %   TUUA&A Ld10 in. area.   % % % " !%   % %   TUUA&A Ld10 in. area.   % % % " !%   B% %   T ;UUA&A  Ld10 in. area.   % % % " !%   "% " !%   '%   &% 6% Ld!??% B6B% LdBEB!??% 6F% LdEB!??% 6F% LdEB!??% 6F% LdEB!??% @6F@% Ld@EC@B!??% 6F% LdEB!??% ( % " !%   "% ( ( ( ( ( ( " F4(EMF+*@$??FEMF+@ CompObjAfObjInfoCWorkbook!0SummaryInformation(D @\p stapletonb Ba= =--- <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1Arial1Arial1Arial1Arial1Arial1Arial1.Times New Roman1. Times New Roman1. Times New Roman1. Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0.00 .000 "x "0" in.""x "0" in. x .785" 0.0" in2"" Area of the "0" in."0.00" times larger""= "0.00" times larger"                + ) , *    # # "@ @ # " "  #     #    #     #    # # "    # #     ) !  ! " "   ! !  " "  ! ! !   `+Sheet1`iZR3  @@  "3)a) b) c) d) The area is xtimes larger than the Area of D2 x =in2 Compare the 2 areas How does the area of a(n)sewer compare to a(n)? s@ @  dMbP?_*+%M\\ipp://10.9.20.30\EMSC_SMC_HP2C odXLetter DINU"4 (J%IUPHdLetter [none] [none]4Pd?STAPLETONB    "dX??cU} } $} } $} } $} } I} I} I} } m} } I} } $ Y;;;;;   ,  , , ,....~ <E@= , ,~ >5@ ??/.,,.. . .00000..  1.   ,2E@ D 3!4@ DD  ,, 85@D  888 H 5\^ 2Dx wrong scroll down  B .   ,2E@D 374Q @!DDD D Q? ,, 85@D  888 H 5`^ 2Dx wrong scroll down  B .   ,2E@D 3+4a@DD Q? ,, 85@ D  888 H 5d^ 2Dx wrong scroll down  B .   ,2E@D 3C4@-DDQ?D D Q? ,, 85@ D  888 < 6h^ &Dx  Right  B .$...............$---------------$     E@ D  ) )#$%""    ~ S@ "&'("    !E@ D 7E@ D 7 *E@ D  * 9)\@D  9! ;@  D D  ;;   + )\@ DDQ?   +5@D  + :)\u@ D :;;;     5@ D      ~ S@   !5@D 75@D 7  +)\u@ DDQ?  &C @~R!7+7(((qV[Vx(  r  0(Z  @ U | ]`(Z\  < = <   >@  Z       7 DocumentSummaryInformation8H _1185029717% F . .Ole MPRINT!N՜.+,0 PX|  Cleveland State University Sheet1  WorksheetsQ  ]   $''  ' #' #Times New Roman؟ww w7f-  2 4)2!"System7f !-'-  2 If a(n)!,!2! Arialx ؟ww w7f--'- # 2 36 in.888-2  pipe and a(n)22,,22,!2!-2 M42 in.888-]2 s9pipe are running full and meet at a manhole, what minimum22,,!,!22221!2,22N,,,,N,222,H2,N2N2N:2 "size outlet pipe will be required?'-,22,22,H2,!,22!,2. 2 pXa),!- Arial ؟ww w7f-  2 m9  Arial R؟ww w7f-  - 2 Rb)2!-Arial H؟ww w7f-  2 9 )-  - 2 nXc),!--  2 n9 )-  - 2 Rd)2!--  2 9 )-  --'- 'i 2 p56 inch88828-'- g' 2 44 inch88828-'- 'g 2 n71 inch88828-'- e' 2 78 inch88828- -'- i  2 p 55.3 inch.888828-'- g  2  43.4 inch.888828-'- g  2 n 70.5 inch.888828-'- e  2  78.0 inch.888828 -'- #-'- $- -ei- !e-mi- !m-ee- !e-- !-cc- !c-- !-aa- !a- -'- #-'- DL -4& X- - V$)EZo %)RSRQNF;-\WSNI?6, $0E,%).27<FOXahonZrEu0us pkd`\- - & - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObjfObjInfo #WorkbookFnKSummaryInformation("$ @\pmom Ba= =--+O <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1 Arial1Arial1Arial1 Arial1 Arial1 Arial1 Arial1Arial1Arial1Arial1Arial1Arial1Arial1Arial1 Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0.0" inch"0" in. pipe ="!"Area of the "0" in. pipe ="4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)3._(* #,##0.0_);_(* \(#,##0.0\);_(* "-"?_);_(@_)94_(* #,##0.000_);_(* \(#,##0.000\);_(* "-"???_);_(@_)72_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"???_);_(@_)50_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"???_);_(@_)1,_(* #,##0_);_(* \(#,##0\);_(* "-"???_);_(@_) 0.0000000 0.000000 0.00000 0.0000 0.000 0.00" in." "X "0" = ""X "0" IN. = "0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_)4/"- "_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) #,##0.0" in"                + ) , *          !  !  !     # # " " ! )  !   # "   # # #   # #      "@ @ "     #   !    " "   ! ! "  "@ "@    " " #  `Sheet1`iZR3  @@  K.4)"size outlet pipe will be required?a)b)c)d)9pipe are running full and meet at a manhole, what minimum"Calculate the areas of both pipes,Area = D2 x .785 x x .785 =in2=+-Use the area formula to back out the diameterD2.785D2 =D = If a(n) pipe and a(n)ALTERNATE METHOD;in.3 Total Area =YIf you round down the decimal, the pipe will be too small. YOU MUST ROUND UP THE DECIMAL.A = 1Calculate the areas as if the pipe were square. xUsing the method above, we multiplied the area by .785, only to take it back out again later. This step can be skipped, Jbut only in certain situations. If you are not sure, use the method above.Add the two areas together 9(The outlet pipe area must be big enough for both pipes.)". I' @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"dX??U} } } m} $} m} } } $} I} $} } $} } $ } m} $} $ (;;;;;;;;  ;  ;  ;  ;   h@@@@@@;  ~ "B@ ~ "E@   $== 5  'FL@D ?AFYH0CDx )"Right scroll down for explaination  B !$$ 2 EEX2K@ DDDDAE 5  'FF@ D ?AFYL0CDx )"wrong scroll down for explaination  B !$$ < EjGE@&DDDDAQ?E 5  'FQ@ D ?AFYP0CDx )"wrong scroll down for explaination  B !$$ < E#YQ@&DDDDAQ?E 5  'FS@D ?AFYT0CDx )"wrong scroll down for explaination  B !$$ # ES@ DDE$6 ##!$$%%$6 ##!$$%%$ 6 ##!$$%%$ 6 ##!$$%%$ 6 ##!$$%%$ 6 ##!$$%%$  ' &  GB@ D GGG(B@ D ) >B@ D   + *{Gʏ@ DDQ?     MB@$DNGE@D GGG(E@ D ) >E@ D   + *)\@ DDQ?    OP '$)) ?  ,{Gʏ@D      +  -)\@ D  .   ME@D N ! /33333Ģ@ D D      '  & () (    ,33333Ģ@ D      J 033333Ģ@ D  1  J  H I KKKKKK  J% D@ D Q?  L  &KKKKKKJDLNNKKKKKK  @ D@ D  @  AEX2K@D A ANN&KKKKKK@D@AANN444444323 ' BL@$D ?A B)) <$BXx<((((((((R6icLui@**] !"$%&'    ! !! " "" $7B@D$CB@$D$C!$8@@% DD $$ %7E@%D%CE@%D%C!%9@& D%D% % % % @% D@% D& % @ % AEX2K@' D% A% A & &;#&:@% %$% &&@D@AA ' '' BL@ D% ?A' B{x888k  (  dB  s *D@ < vx]`.ldB  s *D@ v< <]` .ldB  s *D@ \ x]`.ldB  s *D@&&]`.ldB  s *D@ %6 v&l]`.ldB  s *D@ v%6 %6]`,.ldB  s *D@ \& &l]`.  zBC$DE F@ $@& L)]`<.rjb   0۫GW  @ ] `.rjb   0{G" @ x] ` .rjb   0G  @] `l .f^2   c $ @C] ` .  BCDEF@  @#C]` .  zBCDE F@@s]` .rjB  0D7  y]` .   BEC6DE F75%%E6@ t ]` .   B+CMDEF75%@RM)+ @ FC]`.ldB @ s *D@]`.>@/2                $$%%%& %& %& %&  '' 7 ]`$\ldB  s *D@ \& &l]`\  zBC$DE F@ $@& L)]`4\rjb   0۫GW  @ ] `\rjb   0{G" @ x] ` \rjb   0G  @] `d\f^2   c $ @C] `\  BCDEF@  @#C]`\  zBCDE F@@s]`\rjB  0D7  y]`|\   BEC6DE F75%%E6@ t ]`\   B+CMDEF75%@RM)+ @ FC]`\ldB @ s *D@]`\>@/2 %& %&  '' $$%%%& %&                7 Oh+'0@HT` x  smomMicrosoft Excel@#/@e՜.+,0 PX|  Cleveland State University Sheet1  WorksheetDocumentSummaryInformation8 _1185030202' F . .Ole PRINT&)b sR - I   ~''  ' }' }Times New Roman؟ww wm f-  2 5)2!"Systemm f !-'-  2 Rain falls for oC,2!,'!2!-'- }  2 4.22262 qhours on a parking lot that is 222!'22,2,!22122,' 2 l2502222 K feet by!,,2/ 2 355222:2 "feet. The amount of rain that fell!,,=2,,N2222!!,22,!,2 was measured at H,'N,,'2!,2, 2 3.75222I2 ,inches. Calculate the amount of flow in GPM.2,2,'C,,2,,2,,N2222!!2H2H8Y 2 Wa),! Arial b؟ww wm f- Arial <؟ww wm f-  2 $ ) - 2 Qb)2!--  2 $ ) - 2 Wc),!--  2 $ ) - 2 Qd)2!- Arial 0؟ww wm f-  2 $ ) --'- 9 2  918 Gal./Min.888N8S8-'- 9 2 1,184 Gal./Min. 8888N8S8-'- }9 2  823 Gal./Min.888N8S8-'-  2 3,458 Gal./Min. 8888N8S8-'- }-'- ~- -}- !}-- !-}}- !}-- !-{{- !{-- !-yy- !y--'- }-'- D -4 --' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@CompObjfObjInfo(+Workbookw/SummaryInformation(*,* @\pmom Ba=PI=,v <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1 Arial1Arial1 Arial1 Arial1. Times New Roman1Arial1Arial1Arial1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1 ItalicT"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0.00" in." 0.000000 0.00000 0.0000 0.000 .00" ft." 0.0" hours" 0.0" min."0.0" hrs. x 60 se./hr.+"0.0" hrs. x 60 se./hr.="0.0" hrs. x 60 sec./hr.="0.0" Gal/Min."#,##0" ft. x" #,##0" ft." "= "#,##0 "= "#,##0.0#,##0.0" Gal/Min."#,##0" Gal./Min."                + ) , *      "   ! " !     "  # # " "  "  "   " " ! "  ! ! " " +#   " !  !   " "    ! # " " @ @ "@ @ `Sheet1`i v0e0e     @ A5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||S"@  a)b)c)d)Rain falls for hours on a parking lot that is feet bywas measured at ,inches. Calculate the amount of flow in GPM."feet. The amount of rain that fell5) Formula: VolumeTimeFlow ==0Convert inches to feet & Hours, Min. to Minutes; 12 in./ft.xFt3/min.Convert Ft3 to Gallons:   Gal./ft3 =    \q @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } } } } }  } } $}  } $} $} } } $} $ ;;;;;;;     J  ~ $@z@  ~ 1@o@ ~ 0v@     ~ %@ ( ! E" #b8@LD (DD D Q@<DQ?B 899X40BDx (!Wrong! You divided the time wrong  B  00 E" #@8a@*DD D Gz @D< 892[`0EDx +$Wrong! You used 8.34 instead of 7.48  B  00 E" #F8)@0DD DQ@D<Gz @ 8920Dx g0Wrong! You used 8.34 and 7.48& & or& . You guessed?  B  00 E" #@8AAй@*DD D Q@D< 892Y0 CDx )"Right scroll down for explaination  B  00  ($   )' :@D : < =? D  = 5@o@ D   ; ;<==  7? D  75 @@' B@ D BB Ao@ D < A  50v@ D   + "  5  << & <6@o@ D6 60v@ D  6 *? D - 4i[@DD D D 4 > <<  < Co@ D  DD44> ,  3i[@ D 3 - ~ .`@ / .! ?AAй@ DD  ??? $ ,b,5@iB i.,(  ^  c $Gd@ @ { ]`h*.|B @ BD@  ]`*.B  ZD@?" { < <]`8+.B  TD@?" t  ]`T$.  T" @?" }  ]`"4A.  < Rain Water< ^ >@/2           7 HT` x  smomMicrosoft Excel@#/@q;`g՜.+,0 PX|  Cleveland State University Sheet1  WorksheetsDocumentSummaryInformation8 _1185032145/ F . .Ole PRINT.1 J  ^   ''  ' ' Times New Roman؟ww w~ f-  2 6)2!"System~ f !-'-      !"#%&'(+,-./0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUWZ[\^_`adefghijklmnopqrstuvwxyz{|}~ :2 "A ball is dropped into a manhole, H2,'2!222,222,N,222,-'-   2 1522-'- <  2 min.N2-'-   2 d322232 Seconds later, it is observed8,,222',,!'22',!2,2-'- 6  ^2 :away in a downstream manhole. What is the velocity in FPS?,H,/2,22H2'!,,NN,222,_2,'2,2,2,/2788.-'-   2 da),! 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Times New Roman1Arial1Arial1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" minutes?" 0.0" ft." "= "0.0" ft."\ "= "0.0" ft."\ " = "0.0" ft." 0.0" ft.=" 0.0" ft.x" ".785 x "0".785 x "0" ft." "= "0.0 "= "0.0 0" min." 0.0000" Air Changes =" 0" Air " "Changes ="0"Changes ="0"Changes = "0 " x "0" Air"" x "0" Air"#"Changes Required = "0"Changes Required = "0"Changes Required = "0"Changes Required = "0"Changes Req'd = "0 0.0" ft. x"                + ) , *         "    # #    " # ! " !  !  "  #  ! # " # # # " "   " " " "@  " !  ! ! 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B -- "# =  > >> @ AA  C@D C > >>AAA )  66 8H@ D  8 5@ D   5 77 9 955  FO@ D )  E@D EE@DEBO@D BB1.(\U@DDQ?D    )  ? 33 ? 44  + 0(\U@D0  2@D2*  + !1Œ_,9`@ DD1  ) ,Œ_,9`@D /@D/!D(\Ux@ DD DD  4 v\&'&2o22vY2,B6gGm,|d(  dB  s *D@  ]`(.ldb  s *G  @  ]`x.rjB  0D@ z p z]`dw.rjB @ 0D@   ]`t.xpB  6D@  ]`x.>@/2       7 Oh+'0@HT` x  smomMicrosoft Excel@#/@FJk՜.+,0 PX|  Cleveland State University Sheet1  WorksheetDocumentSummaryInformation8$ _1185032163-? F . .Ole )PRINT>A* sM h O   j''  ' i' iTimes New Roman؟ww wr f-  2 8)2! 2 A H2 "60 in.222O2 /0storm sewer flowing half full, at a velocity of '2!N',H,!!2H212,!!2,,2,2,/2! 2 1.50222+2 Y Ft./sec., will discharge7',,H2',2,!1,:2 "how much flow into a creek in MGD?22HN2,2!2H22,,!,,22YHH. 2 a),! Arialm "؟ww wr f- 2 MGDSNH ArialT ؟ww wr f-  - 2 b)2!- 2 MGDSNH-  2  ) - 2 c),!- 2 MGDSNH-  2  ) - 2 d)2!- 2 MGDSNH Arial ؟ww wr f-  2  ) -"Systemr f !\-'- }  2 9.50888-'-  2 }18.998888-'-  2 }14.728888-'-   2 2.54888-'- i-'- j- -}- !}-- !-}}- !}-- !-{{- !{-- !-yy- !y--'- i-'- D -4 --' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObjVfObjInfo@CXWorkbook"6SummaryInformation(BDYOh+'0@HT` x  smomMicrosoft Excel@#/@o՜.+,0 PX|  Cleveland State University @\pmom Ba==H!*<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1 Arial1Arial1 Arial1 Arial1.Times New Roman1. 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" `Sheet1`iZR3  @@  aa)b)c)d)8)0storm sewer flowing half full, at a velocity of A Ft./sec., will dischargeMGD"how much flow into a creek in MGD?Calculate the Area of the Pipe; D2 x .785x x .785 =ft2f/sMultiply by the Velocity to get flow in ft3/secft3/sec)Divide ft3/sec. by 1.55 to convert to MGD  SThis is the full pipe flow. This pipe is only half full. Divide the flow in half.8FORMULAS NEEDED;Area of Pipe = D2 x .785Ft3/sec. = 1.55 x MGD= "D"***** Half Full *******"W xKC @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } } } } }  } I} m} } m} } } } m} } m } $ ;;;;;;;;; ; ;     &~ (N@ $$$$ ~ )? $ $ $ $$$'''%( . FA{2@0D D Q?D ?A  !`0 JDx 1*Wrong! HALF FULL, You Schmuck! Scroll down B,,--- . ?Ap-@)D D Q?D A  "[0 EDx +$Wrong! You forgot to divide by 1.55.  B ,,--- . OAPUO@9D D Q?D ?Q@A  "V0@Dx &Wrong! Scroll down for solution  B ,,--- . 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"(#$%&')1+,-./0XY3456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUVW\]^_`abcdefghijklmnopqrstuvwxyz{|}~"Systemf !-'- B 2 9) A(n)2!H!2!-'-  } 2 c112 in.222272  sanitary sewer carries a flow of',2,!/',H,!,,!!,',!2H2!2 88 MGD22YHH@2 &Calculate the velocity of flow in FPS.C,,2,,2,2,2,/2!!2H2788 2 1a),!Times New Roman؟ww wf-  2  ) - 2 +b)2!-  2  ) - 2 1c),!-  2  ) - 2 +d)2!Times New Roman؟ww wf-  2  ) --'- ! 2 F18.62 Ft./Sec.222278,,-'- ! 2 _ 1.99 Ft./Sec.22278,,-'- ~  2 -'- ! 2 _ 0.83 Ft./Sec.22278,,-'- ! 2 _ 1.23 Ft./Sec.22278,,-'-  }-'- v- -- !-- !-- !-}}- !}-- !-{{- !{-- !--'-  }-'- D -4 --'CompObjfObjInfoGKWorkbook,_VBA_PROJECT_CUR"JSQ . . FMicrosoft Excel WorksheetBiff8Excel.Sheet.89q0* pHd VBAProject4@j = r _D J< rstdole>stdole h%^*\G{00020430-C 0046}#2.0#0#C:\WINDOWS\syst em32\e2.tlb#OLE Automation`EOffDicEOficEE2DF8D04C-5BFA-101B-BDE5EAAC42Egram Files\Microsoft 6\MSO9 @\pmom Ba= ThisWorkbook =--%3 <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1Arial1Arial1Arial1Arial1Arial1Arial1.Times New Roman1. Times New Roman1. Times New Roman1. Times New Roman1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" minutes?" 0" MGD" 0.000"= "0.00" ft." 0.00" ft." 0.0000000 0.000000 0.00000 0.0000                + ) , *    "   " # # # ! !   !      !  " !     ! !     " ) "  "@ @ " " " )  " " "@  " " !  #    `vSheet1`iZR3  @@  a)b)c)d) sanitary sewer carries a flow of&Calculate the velocity of flow in FPS.Convert MGD back to ft3/sec.  ft3/sec.  ft3/sec. = 0 Flow: ft3/sec. = ft2 x ft./sec  ! Use the flow formula to get areax Convert Units x 1.55 =( MGD x 1.55 = ft3/sec." #&Calculate the Area of the Pippe in ft2% Area = d2 x .785 x .785 = x ft./sec. ft3/sec.   = ft./sec.FORMULAS NEEDED; MGD x 1.55 = ft3/sec. $ Flow: ft3/sec. = ft2 x ft./sec  9) A(n)" fnB @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } $} $} } $}  } I} } I} } $} } } I} I} } $ ;;!;;;;;;; ;  ,   ;;;;  ~ 9\@ ~ 8V@  &../! 7 G:Tc?1D ?D D Q? :<1[2|EDx +$Wrong! Multiply by 1.55 - not divide  B 344000 7 <:32@&D ?D Q? ::5_2|IDx /(Wrong! You forgot to square the diameter  B 300000 7 G:ʼgƩ?1D ?D D Q? ::5[2|EDx +$Wrong! Multiply by .785 - not divide  B 344000 7 G:vƗ+?1D ?D D Q? ::5<6|&Dx  Right  B 3;;,,,&,,,,,,,3,,,,, $"  &    &  %   %   =\@ D > @"@ D   @   ~ ?(@ ?@@   a@ D #  *2TvQ@ D~ -@ & %$ (''( )''   a@D  #   F G ((+"@D  ' *"@D  +D2TvQ@ DDQ?D~ -@  E2TvQ@ D  E~  -@  GG ((''  B| D  = ft./sec.B % ! CvƗ+? D D CCBB  "AV@D A & % a@ D? #$ $ $ 2^ x**>j*L6`a<((x`(  dB  s *D@  ]`,z   BPC DEF5%PE6 @   y]`|z  BNCDEF@'o=N @ ]`z>@/2  r        7 VBAN . .dirModule1MO{ThisWorkbookP.DLL#  9.0 Ob Libra,ryC Module1Gdu1 2 HB1mUB,B!B+BnThisWorkbooPkG@ToisW rkTbo 2C $%$,Y"B#$OxME(< <<<80%h`xX@ (o recorded 8/8/2005 by momHX@l @\ X P_D0"Attribute VB_Name = "Module1" Y#xME (SLSS<N0{00020819-0000-0000-C000-000000000046}8(%HxAttribute VB_Name = "ThisWorkbook" Bas0{00020P819-0C$0046} |GlobalSpacFalse dCreatablPredeclaIdTru BExposeTemplateDerivBustomizD2am  *\G{000204EF-0000-0000-C000-000000000046}#4.0#9#C:\PROGRA~1\COMMON~1\MICROS~1\_VBA_PROJECTJ PROJECTLRQPROJECTwmASummaryInformation(TVBA\VBA6\VBE6.DLL#Visual Basic For Applications *\G{00020813-0000-0000-C000-000000000046}#1.3#0#C:\Program Files\Microsoft Office\Office\EXCEL9.OLB#Microsoft Excel 9.0 Object Library*\G{00020430-0000-0000-C000-000000000046}#2.0#0#C:\WINDOWS\system32\stdole2.tlb#OLE Automation *\G{2DF8D04C-5BFA-101B-BDE5-00AA0044DE52}#2.1#0#C:\Program Files\Microsoft Office\Office\MSO9.DLL#Microsoft Office 9.0 Object Library _DModule106445f9c60Module1UThisWorkbook01445f9da3!ThisWorkbookY %@ p MRBQ r`YJ9wKy ҄h&Excel+VBAWin16~Win32MacVBA6#Project1 stdole` VBAProjectOfficeuModule1b _EvaluateMacro1NRange  ActiveCell FormulaR1C1S ThisWorkbook|WorkbookkT!$ID="{A2822281-47F3-4116-9427-7CE7E5889D6B}" Module=Module1 Document=ThisWorkbook/&H00000000 Name="VBAProject" HelpContextID="0" VersionCompatible32="393222000" CMG="393B88E88CE88CE88CE88C" DPB="7270C318FD19FD19FD" GC="ABA91A6352645264AD" [Host Extender Info] &H00000001={3832D640-CF90-11CF-8E43-00A0C911005A};VBE;&H00000000 Module1Module1ThisWorkbookThisWorkbookOh+'0@HT` x  smomMicrosoft Excel@#/@r՜.+,0 PDocumentSummaryInformation8 _1185725041^W F . .Ole PRINTVY0 X|  Cleveland State University Sheet1  Worksheets N;  B   o''  ' n      !#&'(*+,-0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklnqrsuvwx{|}~' nTimes New Roman؟ww w fm-  2 10)22!42 If a plant receives a flow of !,2,2!,,,2,',!2H2! 2 y175222'2 QMGD, at a velocity ofYHH,,2,2,/2!B2 'what minimum size pipe would be needed?H2,N2N2N'-,22,H2222,2,,2,2. 2 a),! 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"    " " " # # "@ @  "@@  "@  " @   # `Sheet1`i p0e0e    @ A5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||S"@  "a)b)c)d)x9 What is the detention time in hours in a tank measuring , if the tankreceives12)FORMULAS NEEDED;Time Time VolumeFlow =  1 ft3 = 7.48 Gallons Calculate tank Volume;Volume = L x W x H=Convert from gallons to ft3; 7.48 gal./ft.3Inflow$Use flow formula to calculate hours; ft.3/hr. =Time =3/hr."C"or" O{ @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert"d??cU} } } } }  } I} "} } } m} } } m} I} } $ $;;;;;;;;;       @   *!'!!!'! ~ +n@ (~ +\@ (~ +K@  *~ .9 ..!!!!)(*" E 7-ءSY+@!D D DGz @D -#V@Dx &Wrong! Scroll down for solution  B % E --wXc5{?@DQ@ >>>     >>>>  9 4n@ D   4\@ D  4K@ D "  9' :97AD D D  :: ~  ;@ 0"" 8 88 7 "888 6 "=c5{?@!D == ?@97A D AA===? 2 22<T T,,,8@IVBi>OOJ({4R> !# 8 B97A#D BBB!8!Cc5{?@D !DD !;#!#F;C(@ DD #GG #H (=E  (  X  S  @ _ ]`ldB  s *D@ q K ]``ldB  s *D@  ]``ldB  s *D@  K ]`ldB  s *D@ Z x]`\ ldB  s *D@  Z Z]`xpB  6D@  ]`B  ND@?"@ x@ Z]`d"B   HD@?"] `#B  @ HD@?" f=] `(B   BD@?"  ] `k   <HS@?"C] `HSt <=<    0e0e    BoC DEF 5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||: ol @S"-]`B @ BD@?"U  ]`B  HD@?"x]`B  HD@?"i i]`B  HD@?"|itK]`s>@52   ! ##!!   7 HTl  sBrian StapletonMicrosoft Excel@#/@ ՜.+,0 PX|  Cleveland State University Sheet1  WorksheetsDocumentSummaryInformation8 _1184332201euo F .V.Ole PRINTnq~r[/ m   D ''  ' G ' G Times New Romanwww0-  2  13)m2 dDWhat is the detention time in hours and minutes in a tank measuring .      %    %     %  Arialw@x www0-2 206 ft. 2 x2 302 ft. 2 xArialw@ www0-2 125 ft., -2 ^ given thec -2 Fd tank receives   Arialw@ Twww0-- 2 a)Arialw@+ 7www0- 2 Z212 Hours, 2 u262 Minutes#   Arialw@ -www0-  2 i 6 Arialw@ www0-  Arialw@ www0- 2 r 0.44  - 2 b)- 2 Z532 Hours, 2 u362 Minutes#   Arialw@ www0-  2 i 6- - 2 r 0.60  - 2 Fc)- 2 MZ212 MHours, 2 Mu442 MMinutes#  -  2 Di 4- - 2 Mr 0.44  - 2 d)- 2 Z332 Hours, 2 u142 Minutes#  -  2 i 4- - 2 r 0.23  -"System !w- '- B 2 I 65.0 MGD?c  %$!- - '-  U 2  33.23 Huorse$- '-  U 2  21.44 Huorse$- '- B U 2  53.60 Huorse$- '-  BU 2 E 21.44 Huorse$ - '- G - '- D -  - - !- YY- !Y- ]- !Y- ]- !Y- @@]- !Y@- ]- !Y- ]- !Y-  - '- G - '-   -4  - -' FMicrosoft Excel WorksheetBiCompObjfObjInfopsWorkbookASummaryInformation(rtff8Excel.Sheet.89qOh+'0@HTl  sBrian StapletonMicrosoft Excel@#/@{ ՜.+,0 PX|       *l#$%&'()KL,-./0123456789:;<=>?@ABCDEFGHIJMTNOPQRSmnVWXYZ[\]^_`abcdefghijkovpqrstuyz{|}~ @\pBrian Stapleton Ba=(+=--7[<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1Arial1Arial1 Arial1 Arial1 Arial1 Arial1 Arial1Arial1Arial1Arial1Arial1Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" minutes?"0.0" in. area."0.00" in. area." 0" ft." 0" GPH?"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) #,##0" GPH?" 0" Huors" 0.0" Huors"83_(* #,##0.000_);_(* \(#,##0.000\);_(* "-"??_);_(@_):5_(* #,##0.0000_);_(* \(#,##0.0000\);_(* "-"??_);_(@_) 0.00" Huors" 0" ft.," #,##0" MGD?"#,##0.0" MGD?" 0.00" Hours"#,##0" Gal./Hr."#,##0" cu.ft./hr." #,##0" ft.""= "0.00" Hrs." #,##0" MGD" 0.000 #,##0" CFS""= "#,##0" CFS""= "#,##0.0" CFS" "= "0.00 "= "0.00 #,##0.0" MGD""= "#,##0" seconds"#,##0" seconds" 0.00" hours" 0" hrs. +"0.000000000000000 .00"hrs." "(".00"hrs." 0") =" 0" min." 0" hrs.,"                + ) , *       !  "   !       " # # # ! ! !  !  !   "              "  " # "  ) +  "   #   # ! # + #  # #  " "  "@  " @ "@ @  "@@ "@ " ! ! "  " " " " # + " " +" +" "  " " ! " `$Sheet1`iZR3  @@  0!a)b)c)d)xDWhat is the detention time in hours and minutes in a tank measuring given the tank receivesMinutesHours,13)FORMULAS NEEDED;Flow =  Volume TimeInfloworCalculate tank Volume;=TimeConvert from MGD to ft3/sec; 1 ft3/sec. = 1.55 MGD  ft.3/sec.? Volume = L x W x H.Volume of a Rectangular Tank = L x W x Hx 1.55 ft.3/sec. =Time =#Use flow formula to calculate time;3,600 sec./dayConvert Seconds to Hours;(Convert Decimal Hours to Hours, Minutes;= "A"*e 6 @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert"d??cU} } } } } m} %} m}  } m} I} } } I} } $ &;0;0;;;;;;; ; ;    @  /$ ~ 2i@ '~ 2r@ '~ 3@_@ 0 00 / (~ R@P@ S0000*/%*+++++ M! ")5@# DB  1`o:@# <D &<P&Dx  Right  B  +,+BTh%p5@,D D DD?<<T!-"Z2? DD M! ")J@ DB  1ݟ8 B@ <D &VT @Dx &Wrong! Scroll down for solution  B  ,,+BT®J@,D D DD?<T!-@+?? DD M! ")5@ DB  1jN{F@ Dd &hXRDx 81Wrong! You forgot to convert decimal hrs. to min.  B  ..+BTh%p5@,D D DD?<<T!-"Z2? DD M! ")@@ DB  10-+@ <D &V\@Dx &Wrong! Scroll down for solution  B  ,,+8Tϝ@@"D D DD<<T!-? DD*#% *4!"556& 78* 4!"556& 78* #%  9 $ %  F@_@D     %   U UU : % UUU ; % % <  Vr@ D W% =  X@P@D XX% %   >i@ D   9%   9 &9% 9Y@P@D YY C%E0Y@D? D ???   \\????  @ >r@ D   >i@D  >@_@ D %   @' Z=]AD D D  ZZ ~  A@  9$%  U UU : %   9 UUU ;%   ]!@D%  ]] Nh%p5@! D N%   ^ __NN[0Y@%D [[ ab=]AD cc >0X.Smc...._XXDe@QQL*6j@ !"#% [[[a W WW  9 !%  ! Q5@# DB! Q!! G"Z2?! DD!  ! ~ !HN@!J5@! D# !!I`o:@# D! D! " "U"d=]AD"ddB#U#e0Y@"D#e #D#  # O5@!D! #P#K`o:@D! #L %!%`!@ DD%`` PV]@((  ^  c $ @ i ]`ldB  s *D@ ]`LldB  s *D@  pi]`̉ldB  s *D@  NZ]`TldB  s *D@d ` ]`܊ldB  s *D@p p+]`drjB  0D@ ]`rjB  0D@Zb]`trjB   0D@Z] `ll   s * @ 8] ` <=<xpB   6D@  ] `$rjB   0D@0] `rjB @ 0D@ Z]`DxpB  6D@` ` ]`ԏldB  s *D@# # ]`dldB  s *D@  B]`>@  # %%  "#""##   ## !!  7    %%  "#""##7 DocumentSummaryInformation8 _1184348675w FV.V.Ole PRINTvy       !"#$%&'()*+,-./0123456789:;<>ABCEFGHKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklmnopqrstuvwxyz{|~Cleveland State University Sheet1  WorksheetsS  I    ''  '  '  Times New Romanwww0-  2 14"System !w-'- @P $2 WA circular tank is #      -'-   2 39 feet  Arialw@ Iwww0-2 xin diameter and  (-2 21 feet Arialw@ www0-H2 +deep. If the tank is completely full and a e (   Arialw@ www0-2 >975 GPM %'-2  pump (-I2 FW,is supplied, how long will it take to remove    $  $    %Times New Romanwww0-2 H 11.5 feetc   -*2 Eof water from the tank?#(- 2 a)Arialw@ www0- 2 4)2 Hours, 2 232 Minutes#   Arialw@ www0-  2 | 3 Arialw@Q www0- 2 ) 4.389171  - 2  b)- 2 1)2 Hours, 2 572 Minutes#  -  2 | 7- 2 W 1.9575  - 2 Fc)- 2 M1)2 MHours, 2 M452 MMinutes#   Arialw@: www0-   2 D| 5- 2 MW 1.7557  - 2  d)- 2 1)2 Hours, 2 762 Minutes#  -  2 | 6- 2 W 1.7557  -'-  -  - - !- LL- !L- P- !L- P- !L- @@P- !L@- P- !L- P- !L-  -'-  -'-   -4  - - ' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObj=fObjInfox{?Workbook+?SummaryInformation(z|@ @\pBrian Stapleton Ba==--r3 <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1Arial1Arial1 Arial1 Arial1 Arial1Arial1 Arial1Arial1Arial1Arial1Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" minutes?"0.0" in. area."0.00" in. area." 0" ft." 0" GPH?"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) #,##0" GPH?" 0" Huors" 0.0" Huors"83_(* #,##0.000_);_(* \(#,##0.000\);_(* "-"??_);_(@_):5_(* #,##0.0000_);_(* \(#,##0.0000\);_(* "-"??_);_(@_) 0.00" Huors" 0" ft.," #,##0" MGD?" 0" GPM" 0.000 0.0000.00 0" ft. deep" 0"Gal./Min." 0" minutes" 0.0" minutes" 0" hrs. +" "(".00"hrs." 0") =" 0" hrs.," 0" min." 0.0" min." 0.0" hrs.,""= "0.0" hrs." 0.0" hrs." 0.0" hrs. =" 0") ""= "0" hrs.,""= "0.00" hrs." #,##0" min." 0.0" feet" 0.0" ft."                + ) , *       !  "  !       # # # ! ! !  "  !  !   "   "         ! "  "  "    " ! #  " # +! +  " "@  " @ " "@@ "@  "@ " "@ @   " !  +# +" " +   +" " !  # !   `Sheet1`iZR&3  @@  ."a)b)c)d)MinutesHours,A circular tank is in diameter and+deep. If the tank is completely full and a pump ,is supplied, how long will it take to removeof water from the tank?FORMULAS NEEDED;TimeFlow = Volume Time1 ft3 = 7.48 Gal.#Calculate the Cylinder Volume (ft3)!"&Vol. of a Cylinder = D2 x .785 x Depthx= x .785 xft.3Convert ft3to Gallons;  7.48 Gal./ft3 x  ft.3 = GallonsCalculate the Detention Time; TimeTime ="Convert Minutes to Hours, Minutes; 60 min./hr.= "C"*  o[x @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert ` E K ,,"d??cU} I} } } } } m} #} } $3} $ } } I} } m} m} m } $ ";1;1;;;;;;    ~ ,@ 0 ~ 5C@  "~ 55@  %&%&~ 6x@ 1 1 0 '2'~ L'@    111*0#)******* J  (@ DB 34\Y7@ <D $VDF@Dx &Wrong! Scroll down for Solution  B +++,,F,E(@0DDQ?DQ@D!-Yb+? DD J  (? DB 345ǹL@ <D $VHF@Dx &Wrong! Scroll down for Solution  B +++,,F.R?0DDQ?DGz @D<!-C{? DD J  (? DB 34x"F@ <D $<LF&Dx  Right  B +++,,F/ډ7?0DDQ?DQ@D<!-o.? DD J  (? DB 34dFR@ Dd $oFYDx ?8Wrong! You forgot to Convert Decimal Hours to Hrs., Min.  B +++,,F.ډ7?0DDQ?DQ@D<!-o.? DD*!#)****** < ( #3  N =   ## N 3  # ## 9C@D  <( #3 #"#3;5@ D  >8C@D 3:C@ D 3 V'@D  V  >1Oi@DDQ?D O #3  M'@ D M <&#3777  Pi@DQ #%RhDio)@DQ@R  ? ? <&#3  N =SNTU  < @ N 3NNUU Kgh<UZ@ D! Wډ7? D < #3    WZx@D ZZPhDio)@DQ@FD  Gallons#3 ZZZ UUU#3  E? D B! Ao.? D D   ~  IN@X? D X!Bx"F@ D D (#3<#3  F?#D  G Cx"F@ D H! D S NPhDio)@DP@FD Gallons#3NN[x@!D[[3:d.iiO.:d:g88dB,! !!!Ygh<UZ@ DD!YQ%|(  ^b  c $ @  y]`4SrjB   0D@ yp y] `SrjB  @ 0D@  y] y] `SrjB   0D@@ @ ] `SrjB   0D@@@Z] `$S&  BzCDEdF, @zwqj c VOHFA<83.*$  @         vl]`SxpB  6D@ y ]`D SldB  s *D@O  ]` SldB  s *D@O]` Sll  s *: @CxZ]`:< S <=<ldB  s *D@vT]` Sll  s *d: @CxZ]`d:L S <=<ll  s *: @Cx Z]`: S <=<ll  s *: @Cx Z]`:\S <=<ldB   s *D@v] `S !  BlC DEF5%l=  @&<]!`lS>@  !!   7 Oh+'0@HTl  sBrian StapletonMicrosoft Excel@#/@!O4՜.+,0 PX|  Cleveland State University Sheet1  WorksheetDocumentSummaryInformation8D _1184350617m FV.V.Ole IPRINT~J sA Q =   ''  ' ' Times New Romanwww0-"System !w-'- @ 2  15) If   Times New Romanwww0--'-  2 375 GPM "*-2 a is entering a    2 15 foot  2 4by2 12 foot 2 $wet well that is$ $  3 2 17.5 2  y2 +deep, -'- DS 2 FZhow long will a $  $  -'-  2 F925 GPM $,=2 F$pump take to drop the wet well level%     $ $  2 F4 feet?  2 (a) Arialw@G www0-  2  ) - 2 F&b) Arialw@C Bwww0-  2 D ) - 2 (c)-  2  ) - 2 %d)-  2  ) --'- BX 2 a 9.8 Minutes   , -'- BX 2 Fa 1.3 Minutes   , -'- X 2 a 10.9 Minutes  , -'- X 2 a 42.8 Minutes  , -'- -'- - -- !-OO- !O-S- !O-@@S- !O@-S- !O-S- !O-S- !O--'- -'-   -4 --' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObj}fObjInfoWorkbookU-SummaryInformation( @\pBrian Stapleton Ba=T =--+ <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1 Arial1 Arial1Arial1Arial1Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" GPM" 0" foot" 0" feet" 0" feet?"0.0 0" Minutes" 0.0" Minutes" 0" ft." 0" feet x"#,##0" Gallons"#,##0" Gal./Min. =" #,##0" Gal."#,##0" Gal./Min." 0.0000 0.0004/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)                + ) , *   # # #           !   ! "  "   "  " ! " "@ @   " #  " @    "@@   @    " " !    " ! ! `Sheet1`iZR  3  @@  4(a)b)c)d) is entering abywet well that isdeep,how long will a $pump take to drop the wet well level15) If FORMULAS NEEDED;Flow =1 ft3 = 7.48 Gal.  Volume Time&Vol. of a Rectangular Tank = L x W x H=xx 7.48 gal./ft3 +Vol. of a Rectangular Tank = L x W x H'Use the Flow formula to calculate time;Time =Calculate effective flow rate;-*Effective flow = Inlet flow - Pump output Minutes= "A" 2Calculate change in wet well volume (in Gallons );" P : @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert ` E K ,,"d??cU} m} } } }  } I} $} I} $ } I} $} $ !  ; ; ; ; ; ; ; ; ;                    ~ pw@ ~ .@ ~ (@  ~ 41@    ~ @   ~  @     , ?=/$#@)DDD Q@DD><F&Dx  Right  B  , 5= O ?DDD DD>VF@Dx &Wrong! Scroll down for solution  B  , ?=*C%@)DDD Gz @DD>VF@Dx &Wrong! Scroll down for solution  B  , ?=QkE@)DDD Q@DD>gFQDx 70Wrong! You used tank depth instead of well level  B   !  "#  5 %    "" 5 # ""   "   )1@D !& "   $  :@ D    '.@D +(@D(@D  $;  *(@ D 1< @ DDDQ@<<  *.@ D   !  !  1@D .-pw@D  !10@ DD  5  %   5  #   $# 90@D 99  8 @ D  8 999  #     5 6 @ D  6 5  70@ D  7 :X p$$$0Z:U0y0F~}:$r:W  /! 2/$#@ D D  3 0c (  d  s *G @  P]`S|B @ BD@  ]`DSldB  s *D@  ]`SldB  s *D@  i Px]`SldB  s *D@  ]`SldB  s *D@ t ]`SldB   s *D@ t ] ` S    BOC DEF5% A O @ H] `SldB   s *D@ = ] `S>@j        7 7 Oh+'0@H`x Brian StapletonBrian StapletonMicrosoft Excel@Z`!@g8՜.+,0 PXl t|  STAPELTONt1 Sheet1  WorksheetsDocumentSummaryInformation8_1184379148 FV.V.Ole PRINT !Q/ {   D ''  ' C ' C Times New Romanwww0- {2  M16) What is the pumping rate of a pump when water is flowing into a wet well  .   %     % $ $   $    $ $ 2 11 feet 2 Fwide, by$  2 7 feet 2 Flong, by  2 FG 12.0 feetc  2 Fdeep, at 2 F600 GPMt $,*2 Fand the water level is   $   2 Frising   2 F+at2 F3.25 in.   2 a) Arialw@ www0-  2  ) - 2 F b)-  2 D ) - 2 c)-  2  ) - 2  d) Arialw@ 4www0-  2  ) -"System !w-'- Bv> 2 G 775 Gal./Min. $ ,  -'-  B= $2 FFevery 40.0 minutes?   % -'- v> 2 G 596 Gal./Min. $ ,  -'- vB> 2 FG 604 Gal./Min. $ ,  -'- v> 2 G 586 Gal./Min. $ ,  -'- C -'- D - -- !-LL- !L-P- !L-@@P- !L@-P- !L-P- !L-P- !L--'- C -'-   -4 --' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@H`x Brian StapletonBrian StapletonMicrosoft ExcelCompObjfObjInfoWorkbookxISummaryInformation(& @\pBrian Stapleton Ba==--G1 <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1 Arial1 Arial1.Times New Roman1. Times New Roman1Arial1Arial1Arial1Arial1Arial1Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" GPM" 0" foot" 0" feet" 0" feet?"0.0 0" Minutes" 0.0" Minutes" 0.0" in." 0.0" inches""every "0.0" Minutes""every "0.0" minutes?" 0" Gal./Min." 0.00" in." 0" ft." 0" feet x"#,##0" Gallons"#,##0" Gal./Min. =" #,##0" Gal."#,##0" Gal./Min."4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_) 0"min.." 0" min..""in "0" min..""in "0.0" min.." "x "0" ft." "x "0" ft.""= "0.00" ft.""= "0.00" ft."0.00" in. to feet" 0.00000000 0.0000000 0.000000 0.00000 0.0000 0.000 0.0" feet" 0.00" feet"0.00" in. to feet:"0.00" feet x"0.00" feet x""," 0" GPM is" #,##0" Gai." 0.0" min>" 0.0" min."#,##0.0" Gai."#,##0.0" Gallons" 0.0" ft.""x "0.0" ft."0.0" gal./min."&!0.0" gal./min. is how much it is""from the "0" GPM""to the "0" GPM" 0.0" GPM"#,##0.0" Gal."                + ) , *   # # #              ! !   ! ! !     ! "  " "  " !   "@ @  " ! " "  ! ! !    0 8 <  ! " !    "  "  # " ! ! " ! #  ! ! !  ! " !  ! !  <   " " ! "  ! " # "  ! " " ! # "  `)Sheet1`i v0e0e     @ A5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||S"@  b*#a)b)c)d)wide, bylong, bydeep, atand the water level is atM16) What is the pumping rate of a pump when water is flowing into a wet well risingfallingFORMULAS NEEDED;Flow = Volume1 ft3 = 7.48 Gal.  Time&Vol. of a Rectangular Tank = L x W x H 7.48 gal./ft3 = 7.48 gal./ft3 /Vol. of a Rectangular Tank = L x W x H x xConvert x 12 in./ft. =2Calculate change in wet well volume (in Gallons );iThis problem requires you to calculate the amount of flow that causes the change in wet well level. Once qyou have done that, you either add it to the flow coming in (if the level is rising), or you subtract it (if the -level is falling). In this case, the level iscoming in. This means that the Calculate flow rate;TheGPM The level was* [ HJ @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert ` E K ,,"dX??cU} I!} m!} !} m!} !} !} !}  !} !} $ !} m!} !} !} I!} m!} $ !} !} $ !(;;;;;;;;; ; ; ; ; ;   ~ "&@ ~ "@   ~ E(@ ~ #@     %   $ @UD@ VV* ( ( 38 Sun\q7@D rising 1DD DD  Q@D4DD DD  Q@DB?TVH @Dx &Wrong! Scroll down for solution  B  ( 38 S42߂@yD rising 1DD DD  Q@D4DD DD  Q@DBTVL @Dx &Wrong! Scroll down for solution  B  38 S+L@yD rising 1DD DD Q@D4DD DD Q@DBTVP @Dx &Wrong! Scroll down for solution  B  38 SFoZ͠@D T<T&Dx  Right  B *88&' : <& ??????????????= : @& @@@@@@@@@@@@@@> : @ @@@@@@ AXD  risingf @` PD falling , so we add it to the, we subtract it fromB, we subtract it from @@  \@ D \ @ @> ; > > ]@ D ]q @ [D rising "more than the pumping rate.%less than the pumping rate.Bmore than the pumping rate. >>>>>>>>>>>* ! ) ()!!!!!*!+!!!!!!!! !!! ^ -! !*!*!!!!!!!!!!!^ +!!*! b@D b!!!!!!! !! * !!!!!!!!!!.!!D(@D! ) )9Y @ D "YY!!!!!!!.!!.! !!W @D W !!XUUUUUU? D  X!!!!!!!!!!!!!!!!!!!!  ehD  rising  e5  6 @D dUUUUUU? D   d!! ))!!!!!!!/!!!  cD@ Dc!!! **!!!!!! ! ,!4!cc!C@D!! !g&@D gB@ D 0ZUUUUUU?DZ ! ,!1!  n&@D n!!!! !!1a t@c@DDDQ@"aa!!!!!!!!!!!! )()!!!!!!!!!!!!!!!M !!! ^ -!!!FG  K" Ox D  rising  P  i42@ D!iiiN!!!^ +!!!G Q D  risingS G =D rising  , so we add , we subtractB , so we add - j42@ D! kIG 3Drising  to thefrom theB from thel@D l!*!!!2!!!!GG[-GGGGG! !!! ^ _ t@c@D_!!GG[  m@ D mGGGG!!!!^`D@!D`!!GG > R(D falling - +B+ f42@ D! fG!!!!BXh.:S==.BB5.:dkiaau}:. !"#$%&' !!!!!ooo L RFoZ͠@6D falling D D D D B J! G !^ !!h42@ DD!h!!oooG7G "^hh!!GGG7HG #!!!!!GG[HGG $!!!!!GG[GIG %!!!!!!GGJGG &!!!!!!KLGGG '!!!!!!GGGGG 1O \D(  ^  c $ @ l]`TUrjB  0D@ S ]`UldB  s *D@ ]`$VB @ ND@]`VB   fD@?"Z]`@52  , ! !"     !     #$ !"7/  %       ! #$ !" 7/  % @Z`!@Ԓ0{՜.+,0 PXl t|  STAPELTONt1 Sheet1  WorksheetsL  ^    '' DocumentSummaryInformation8_1184370990 FV.V.Ole PRINTl     !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKLMNOQTUVXYZ]^_`abcdefghijklmnopqrstuvwxyz{|}~ '  '  Times New Romanwww0-  2  17)  2 g A wet well is # $ $  2 10 feet 2 Jdeep by   2 17 feet  ^2 :in diameter. When the pump is not running, the water rises   % .  %      $   2 FOin 2 F2 min. %  "System !w-'- D 2 F If the level    -'-   2 Frises  2 F in 2 FK 16.0 min.c  %  02 Fwhile the pump is running, "$   %    32 gwhat is the pump rate in GPM?$   %   $, 2 a) Arialw@ www0-  2  )Times New Romanwww0- 2 226.9  - 2 Fb) Arialw@ www0-  2 D )-  2 F15662 FOff GPM$ $, 2 FM4384 - 2 c)-  2  )-  2 2.80  - 2 d)-  2  )- 2 45.96 2 On GPM$ $, 2 7359 --'-  2 %9,209 Gal./Min.  $ ,  -'- B^ 2 F}31.0 in.   -'- BA 2 Fh48 sec..  -'- Bf 2 F~5.2 in..   -'- B 2 F%1,520 Gal./Min.  $ ,  -'- B 2 %1,612 Gal./Min.  $ ,  -'-  2 %1,797 Gal./Min.  $ ,  -'-  -'-  - -- !-\\- !\-`- !\-@@`- !\@-`- !\-`- !\-`- !\--'-  -'-  ,  -4 --' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@CompObjfObjInfoWorkbookKNSummaryInformation( @\pBrian Stapleton Ba= =--. <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1 Arial1 Arial1. Times New Roman1. Times New Roman1Arial1Arial1Arial1Arial1Arial1Arial1 Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" GPM" 0" foot" 0" feet" 0" feet?"0.0 0" Minutes" 0.0" Minutes" 0.0" in." 0.0" inches""every "0.0" Minutes""every "0.0" minutes?" 0" Gal./Min.""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" min." 00000 0" sec."#,##0" Gal./Min." 0.0" min." 0.0" ft." 0" min.," "= "0.0" ft." 0" sec. =" 0.0" sec. =" 0.00" sec. =" 0.00" min." 0.0" ft. in" "+ "0" sec." "("0" min,""+ "0" sec." " "0" sec." "("0" min, +""= "\'0.00" min.""= "0.00" min." 0" min, +" 0.0" ft. in " 0" ft." "x "0" ft." "x "0.0" ft." 0.000000 0.00000 0.0000 0.000"= "#,##0.00" Gal."#,##0.00" Gal." #,##0" GPM"#,##0" GPM Inflow"#,##0" GPM Inflow."83_(* #,##0.000_);_(* \(#,##0.000\);_(* "-"??_);_(@_):5_(* #,##0.0000_);_(* \(#,##0.0000\);_(* "-"??_);_(@_)4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_)                + ) , *   # # #          !   ! " !  !  ! !           !        ! ! " ! !       " "     " " " " #  "   !  #  # !        # ! " " " ! # ! # #   " "@ @     # ! `Sheet1`i p0e0e    @ A5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||S"@  J.a)b)c)d)deep by risesin If the level what is the pump rate in GPM? A wet well is Tank area Off gallons On gallonsOff TimeOff GPMOn GPMwhile the pump is running, :in diameter. When the pump is not running, the water rises17) falls Simplify;FORMULAS NEEDED;1 ft.3 = 7.48 Gal. Flow =VolumeTime 60 sec/minPump offPump onlevel &Volume of Cylinder = D2 x .785 x Depth =x.785 ft.3 x 7.  48 gal/ft3 ft.3  Convert to gallons;(Inflow)#Calculate inflow with the pump off;,Calculate change in volume with the pump on;2Add or subtract the change in volume to the inflow The level when the pump is on.GPM= "B"2 Hr#p$q @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert ` E K ,,"dX??cU} 0} 0} 0} 0} 0} 0} 0} 0} I0} 0} 0} 0} I0} 0}  0} m0} 0} I0} 0} $ 0} $ 0} $ 0);;;;;;;;;   @  @   ~ 1$@  ~ 11@   !*~ 6?@6 "2@7H@ 78 # $  3~  6@@ 6  %~ 40@ &'(( ^ ,)******** ^0****_? D< ` J5 c.@4D rises DDDDB 555V@Dx &Wrong! Scroll down for solution  B ****++++,Hz[l@DDQ? +  ` J59Tѷ@4D rises DDDDB 555<H&Dx  Right  B ****!+:v@ DD ++0- u@D DQ@ +  ` ^5\a;@HD rises DDDDBQ@Gz @ 555V@Dx &Wrong! Scroll down for solution  B ****+++&.ffffff@D<D +  ` V5>$<@@D rises DDDDBDD 555V@Dx &Wrong! Scroll down for solution  B ******!+\̼F@ DD ++0/\̼@D  DQ@ + *2*******J** <& 0000000000000000 91@D 9000 0 00000000 0 0000000000002 0000000000000000000000 = = >, >000000000000000000 == :, :00000000000000000020000000000000000000000 <0000000000000000000000??@D:A@ D AE@DEDH@D DD! Fffffff@ DD FFF0000000?@D :A? D AEE0 ::FFFF000000N$@D <'"00000000000000 IB@DBGffffff@D G 0&000000000000000; H H;0 I0O1@ D P1@ D  0 Q!0R@D 000000 I;;;;0 I1cP@DDQ?Dc T$000000000 YD risesYM?  D M? D L0@&DL <00 0% 0000000000000 IKHD rises00 IcP@Dc T" 0# 00%U u@DQ@ UU000000000.<0000000000000000000 == > >0 = ==V u@D VV000000000 == ::0===@ffffff@D ::0000000000000000 0!W:v@# DD  WW  0& 00000000 <( 0000000000000 <)00000 0 0000000000000 I*KD rises 0+ 000@DVWCeR6iX6VL6BT%2oT !"#$%&( 0 I 0 O1@D P1@D 0 Q! 0 R?!D 0000000000 I(}Drises 70This means the pump can not keep up subtract the3)This means the pump is keeping up add theB30This means the pump can not keep up subtract the d\̼F@ D(!0 !I1!S?îX@#D D Q?D !S !T$!000000000 H!I!2Drises from theto theB from the!Z:v@ D!ZZ000 "<00 "0%("00000000000000000#0 #I#S?îX@#D!#S #T" #0# #00%#U\̼@%D#Q@# UU000[[#a:v@%D #0, #000"$<0000000000000 <$\ !&Drises - +B-$\$a\̼F@D( $0, $000 %=%= %> %>0 %= %==%V\̼@(D#% VV00000J%b9Tѷ@$4Drises D#D$D#D$B %C, %]- %00 &== &:&:0===&@0@ D& ::0000000000(0000000 (0!(X\̼F@$ D%D&( XX0000000000$Jq` H (  ^b  c $ @@ Z]`f^b  c $ @@ -(]`+ldb  s *Gg @@ ]`4 ldB  s *D@f]`H`Xr  S  @Z]`:`X  S  @ 3 K]`A~vB  <D@@   ]`dr~vB  @ <D@  ] ``Xb   S  @+] `.`XB   S  @+C] ` vB  TD@?"K]`B  TD@?" r]`hh    0e0e    BCDEF 5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||,M @S" U6 (x]`PB  ND@?"%/%]`d>@520(( $$!!##%&%%%&%% &&&&  !!####          7/  %# %# 7 /  %# H`x Brian StapletonBrian StapletonMicrosoft Excel@Z`!@\u՜.+,0 PXl t|  STAPELTONt1 Sheet1  WorksheetsDocumentSummaryInformation8 _1184379160 FV.V.Ole PRINTZ=X ) ?   l ''  ' k ' k Times New Romanwww0-  2  18)  2 g A wet well is# $ $  2 Kby2 8 feet  2 5by2 w12 feet 42 Cdeep and the influent rate is        2 975 GPM $,'2 with 2 pumps running,$   %   "System !w-'- D` 2 Fg the level   Times New Romanwww0--'- k  2 I14.0 in.   - 2 F5in 2 Fw9.0 min.  %  ?2 FC% If pump "A" has a pumping rate of  % #   %   2 F280 GPM, $, 2 Frwhat is,$ '2 gthe rate of pump "B"?   % !Times New Romanwww0- 2 670.3 2  = 2 pump rate  %  - 2 a) Arialw@ www0-  2 5 )-  2 1280!2  = wrong pump rate $ %  - 2 Fb) Arialw@ www0-  2 D5 ) Arialw@ Ewww0- 2 M increases  - 2 c)-  2 5 )- 2  decreases  - 2 d)-  2 5 ) --'- , 2 & 670 Gal./Min. $ ,  -'- , 2 & 549 Gal./Min. $ ,  -'- BB 2 11 feet, --'- B 2 I3 feet,,  --'- B 2 F: increases -'- ,B 2 F& 390 Gal./Min. $ ,  -'- B, 2 &1,280 Gal./Min.  $ ,  -'- k -'- l - -- !-\\- !\-`- !\-@@`- !\@-`- !\-`- !\-`- !\- -'- k -'-   -4 - -'CompObjfObjInfoWorkbook#MSummaryInformation( FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@H`x Brian StapletonBrian StapletonMicrosoft Excel@Z`!@ȁ՜.+,0 P     $% !"#.'()*+,-JK0123456789:;<=>?@ABCDEFGHIVUMNOPQRSTxyXYZ[\]^_`abcdefghijklmnopqrstuvwz{|}~ @\pBrian Stapleton Ba== 1v/<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1 Arial1 Arial1. Times New Roman1Arial1. Times New Roman1 Arial1Arial1Arial1Arial1Arial1Arial1Arial1Arial1Arial1Arial1.Times New Roman1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" GPM" 0" foot" 0" feet" 0" feet?"0.0 0" Minutes" 0.0" Minutes" 0.0" in." 0.0" inches""every "0.0" Minutes""every "0.0" minutes?" 0" Gal./Min.""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" min." 00000 0" sec."#,##0" Gal./Min." 0" feet," 0" GPM," 0.0" min.""," 0" GPM is" 0.0" feet"0.00" in. to feet:" 0.00" in." 0.00" feet""= "0.00" ft.""in "0.0" min.." 0.0" ft.""x "0.0" ft." 0" feet x"0.00" feet x" 0" ft."#,##0.0" Gallons""to the "0" GPM"&!0.0" gal./min. is how much it is""from the "0" GPM"0.0" gal./min."#,##0.0" Gal." 0.0" GPM"#,##0" Gal./Min. =" #,##0" Gal."4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_) 0" ft""Pump 'A' = "#,##0" GPM" 0" ft. +" "= "0.00" ft"" = "0.00" ft" 0.00" ft." 0.0" ft. x"#,##0" Gallons" #,##0" GPM" "- "0" GPM""= "#,##0" GPM"#,##0" Gal./Min. (Inflow)" "= "0" GPM" 0.000                + ) , *   # # #      ! ! "  !             ! ! ! ! ! ! ! ! "      ! "  " " "   ! ! !   # ! ! !    # "    " " "  "  "   " " # # # " # "  ! # " " " "  "   " " " "   " " " "  ! "  " ! ! " # "@ @ # ! ! ! " " " `SSheet1`ic $0e0e     A@ @ A5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||S"@  3*a)b)c)d)bydeep and the influent rate is with 2 pumps running,in% If pump "A" has a pumping rate ofwhat is the level A wet well is = 2 pump rate= wrong pump rate decreases18) increasesFORMULAS NEEDED;Flow = Volume1 ft3 = 7.48 Gal. Time&Vol. of a Rectangular Tank = L x W x H2Calculate change in wet well volume (in Gallons );/Vol. of a Rectangular Tank = L x W x H x= 7.48 gal./ft3 Calculate flow rate; Pump 'B' =?Convert units (simplify); 12 in./ft.x H x 7.48 gal./ft3with both pumps running. The levelThis means thatboth pumps equal toInflowPump 'A' Pump 'A' is the rate of pump "B"?-23 cnG @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert ` E K ,,"d??cU} '} I'} '} '} I'} '} '} '} I'} $'} '} I'} '} I'}  '}  '} I'} '} $ '$;;;;;;;;; ;    @,@;   ~ .&@. ~ ( @ ~ ((@  ~ )x@     01~ /@/~ +,@ ~  ,"@   ~ *q@    (,!""""""*####$$$$@D decreases 8DDDDD Q@D ;DDDDD Q@D B % $ z -0@D----V@Dx &Wrong! Scroll down for solution  B  ####$$0@D decreases 8DDDDD Q@D ;DDDDD Q@D B % $ z !-B{ %dx@ DD----<&Dx  Right  B  ####$$& 2$ z -@D----V0@Dx &Wrong! Scroll down for solution  B  ####$# 2$ z <-DDDDD$@&DDDD Q@----V|@Dx &Wrong! 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S<]`0Dr  N@?"-]`  N @?"-]`>@520         !! !!    7/  % % /  %  7/  % DocumentSummaryInformation8_1184434730 FV.V.Ole PRINT Xl t|  STAPELTONt1 Sheet1  WorksheetsqO/ n v   Db ''  ' Ca ' Ca Times New Romanwww0-  2  19)  U2 j4 A certain towns household flow rate is measured at #   $    $   % '2 If the plant receives     "System !w-'- Dc  2 Fjbut -'- Ca   2 F15% *v2 F(Jof that is inflow & infiltration, then what is the population of the town?    $ &     $        $ 2 a) Arialw@ 4www0-  2   ) - 2 Fb) Arialw@k www0-  2 D  ) - 2 c)-  2   ) - 2 d)-  2   ) --'- B> 2 G 3.00 MGD,c  ,$$ Times New Romanwww0--'- B 2 85 GPCD.  --'-  2 (382,500 People   -'-  2 ( 17,000 People   -'- B 2 F( 5,294 People   -'- B 2 ( 30,000 People   -'- Ca -'- Db - -- !-__- !_-c- !_-@@c- !_@-c- !_-c- !_-c- !_--'- Ca -'-  v  -4 --'CompObjPfObjInfoRWorkbook&SummaryInformation(S FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@H`x Brian StapletonBrian StapletonMicrosoft Excel@Z`!@՜.+,0 P @\pBrian Stapleton Ba=<=--*0 <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1 Arial1 Arial1. Times New Roman1Arial1Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" GPM" 0" foot" 0" feet" 0" feet?"0.0 0" Minutes" 0.0" Minutes" 0.0" in." 0.0" inches""every "0.0" Minutes""every "0.0" minutes?" 0" Gal./Min.""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" min." 00000 0" sec."#,##0" Gal./Min." 0" feet," 0" GPM," 0" GPCD" 0" GPCD." 0.0" MGD,"#,##0" People" 0.00" MGD," 0.0%"I&I, then "0%" is""I&I, then "0% 0" MGD,"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0%" x" 0%" =""= "#,##0" People"                + ) , *  # #      ! "  !              !    @    " # " ! A" " " "@ @ "  " " "   " "     " ! ! ! ! `ZSheet1`iZR3  @@  a)b)c)d)19) 4 A certain town s household flow rate is measured atIf the plant receivesbutJof that is inflow & infiltration, then what is the population of the town?FORMULAS NEEDED;!GPCD = Gallons per capita per day If you haveof the flow is from people(Assuming no industry) Gal./Day x Gal./Day (from People)If each person usesGal./Day, then= 'A't  @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert"d??cU} $$} $$} $$} $} $} $} $} $} $} $} $ $} $} $} I$} $} m$} $$}  $} I$} $} $ $;;;;;;;;;  ;     ~ =@U@ =  ~ ;@ < ~ '.@ (00/ !  0 7>L@!D.ADD >>>><8&Dx  Right  B   "   0 2>@D.ADD >>>>V8 @Dx &Wrong! Scroll down for solution  B   #   0 ,>XAD'DD >>>>V@8@Dx &Wrong! Scroll down for solution  B   "   0 +>@DD D >>>>V8@Dx &Wrong! Scroll down for solution  B   01 (  $$$$$ $ " $$$$$$$$$$$$$$ (%& *  )333333? D :333333? dD  :: $ $$$ $  $$$$$$$$ $$$$$$% 7`FA D.A 7 , + -333333? D ! 7xtCA D D  77 , $ $ $$$$0 $$$$$$64$$$$$$$$$$$$$$$$$$ *.@U@D , $$$$$$$$$$$$$ 4447xtCAD 77! 5L@ DD 5  8 9444$3@U@ D 45599 $$$$$$22$$ & @`444V4sE(  dB  s *D@]`46>@52        7      7 DocumentSummaryInformation8W_1184462665 FV.V.Ole [PRINT\ Xl t|  STAPELTONt1 Sheet1  WorksheetswP  ]    ''  '  '  Times New Romanwww0-"System !w-'- @O  2  20)  -'-   2 ZSewer A has $ #  2 17,000 Arialw@r cwww0-2 J people atc -Times New Romanwww0-2 .95 GPCD. #!# -2   Sewer "B" has$ ! 2 I13,800 -2  people atc -2 FZSewer C has $ !  2 F9,850 -2 EJ people atc --2 G,85 GPCD. #!# -]2 F 9What percent of the flow is due to I&I if the total plants.     $    &     2 Zflow is. $  2 a) Arialw@ www0-  2 J ) - 2 Fb)-  2 DJ ) - 2 c)-  2 J ) - 2 d) Arialw@ www0-  2 J ) --'- A 2 17.9% *-'- A 2 4.50 MGD?c  ,$$-'- BA 2 21.5% *-'- AB 2 F82.1% *-'- A 2 65.7% *-'- B 2 90 GPCD. $!$ -'-  -'-  - -- !-OO- !O-S- !O-@@S- !O@-S- !O-S- !O-S- !O- -'-  -'-   -4 - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@H`x CompObjfObjInfoWorkbook/4SummaryInformation( @\pBrian Stapleton Ba==--/ <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1 Arial1 Arial1. Times New Roman1Arial1Arial1Arial1.Times New Roman1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" GPM" 0" foot" 0" feet" 0" feet?"0.0 0" Minutes" 0.0" Minutes" 0.0" in." 0.0" inches""every "0.0" Minutes""every "0.0" minutes?" 0" Gal./Min.""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" min." 00000 0" sec."#,##0" Gal./Min." 0" feet," 0" GPM," 0" GPCD" 0" GPCD." 0.0" MGD,"#,##0" People"#,##0" people" 0.0" MGD?" 0.0% 0.00" MGD?"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_)#,##0" People @""("0.00" MGD)" #,##0" Gal."#,##0" People x""= "#,##0" Gal./Day"#,##0" Gal./Day""+ "#,##0" Gal./Day" 0.0%" of"#,##0" Gal./Day ?"#,##0" Gal./Day I & I"!#,##0" Gal./Day plsnt flow?"                + ) , *   # # #        ! "  !         !      ! ! ! " #    # " "@ @     !  #   "@ "@     I  A   " " " " # # "@ "@ !  " ! ! ! # "  ! A! A! !   `Sheet1`iZR3  @@   a)b)c)d)Sewer  A has people at Sewer "B" hasSewer  C has flow is9What percent of the flow is due to I&I if the total plant20) Plant Flow = I & I = ? Sewer  A Sewer "B" Sewer  C FORMULAS NEEDED;!GPCD = Gallons Per Capita Per DayAdd up known flows;Subtract know flows from the $ plant flow to get to get I & I;-(I & I)Divide I & I flow by theplant flow & multiply by 100;x 100 =**:Before picking your answer, look at your I & I flows, doeslook like it might be1If not, you probably divided by the wrong number."V zd! @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert"d??cU} m(} $(} (} $(} I(} (} m(} (}  (} (} $(} (} (} I(} $ (} (}  (} I(} (} $ (";;;;;;;;;  ; ; ; ;@   ~ *@  ~ 0W@  ~ *@  ~ LV@LL  ~ ,=@  ~ +@U@      ~ S@&T!"""""".##$# 1 %Q$*=?D333333?RV8@Dx &Wrong! Now your just guessing!   B "%%&## 1 QH-E? DRl8 VDx <5Wrong! You divided plant flows by total known flows.   B "%%#'## 1 %Q?z:$?D?RV8@Dx &Wrong! Now your just guessing!   B "%%#&## 1 `QɜJ?JD.ADDD DDDD.AR<8&Dx  Right  B "%%###. 2 ((((((((((( / % P*QAD.A P M@D M((( 5, )344444(((((((((((( 4)444444((  O@ D OO  KW@ D K((((( 2 (((((((((( .  (((((( I8 D  Sewer  A II E8A D  EEE((! N8A  D D  NNN(((((((I8 D  Sewer "B" IIE2A D &EEE(((((((((((((I8D  Sewer  C IIF)AD FFF(((  O@ D  OO  KV@ DK((((( (((#GU/LA % HHH((((((  .((((((((((! N2A D D  NNN(( ."(((((((((((((( 2(((((((((  O=@ D  OO  K@U@ DK (((A*QAD BBB((((((  .( (( 6AU/LADBBB((! N)A D D  NNN(( (((!A(A DD BBB ((((((((((((((((((  J  JJKK ."(((((((((((((( 2"(((((((((((((( ((C(AD DD ;<!=ɜJ? DD>(((((( ((9*QA D::<<>>(((((( ((( - 77777777  ?(AD  ??(((( 7 7778ɜJ? D @*QA D @@@@7@DZ22>TkU4ck>44Oq ! 7 7777777777!77777777777t,(  ^  c $ @  U<]`6`X  S  @  I  ]`6`X  S  @ Z ]`<6`X  S  @ x ]`6`X  S  @ K ]`,6ldB  s *D@^]`6>@gd   #                7 Brian StapletonBrian StapletonMicrosoft Excel@Z`!@'F=՜.+,0 PXl t|  STAPELTONt1 Sheet1  Worksheets FMicrosoft Excel WorksheetBiDocumentSummaryInformation8_1184462685 FV.V.Ole PRINTL.K  c   ''  ' ' -   !AB;Times New Romanwww0-  2  21)  X2 g6 A wastewater treatment plant receives the following: # $$ %       $ 2  Pump Station%   2 =2 Sewer A $ # 2 =%2 I&I & 2 =2 FInd. Waste  . 2 F=2 Sewer B $ ! 2 = 2 S? 2 g '2 If the plant receives     Times New Romanwww0--c2 S=what percentage of the total flow is contributedby sewer B?$      $    $ ! 2 a) Arialw@ $www0-  2 n ) - 2 b)-  2 n ) - 2 c)-  2 n ) - 2 Fd) Arialw@H www0-  2 Dn ) -Times New Romanwww0-Times New Romanwww0--"System !w-'-- rJ 2 X 15,000 People   ---'-- r 2  @ 95 GPCD-  $!$--'-- rJ 2 S 2,750 GPM  $,--'-- e 2  66.3% *--'-- e 2  33.7% *--'-- Be 2  74.8% *--'-- eB 2 F 25.2% *--'-- BJ 2 S37,250 gal/day   --'-- BJ 2 FS39,500 gal/day   ---'-- BJe 2 7.3 MGD,  % --'-- --'-- -  -- !-\\- !\-`- !\-`- !\-`- !\-@@`- !\@-`- !\-  -'- -'-   -4  - -'CompObjfObjInfoWorkbookW@SummaryInformation(ff8Excel.Sheet.89qOh+'0@H`x Brian StapletonBrian StapletonMicrosoft Excel@Z`!@{B՜.+,0 PXl t| @\pBrian Stapleton Ba=` = :,.0<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1 Arial1 Arial1. Times New Roman1.Times New Roman1. Times New Roman1Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" GPM" 0" foot" 0" feet" 0" feet?"0.0 0" Minutes" 0.0" Minutes" 0.0" in." 0.0" inches""every "0.0" Minutes""every "0.0" minutes?" 0" Gal./Min.""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" min." 00000 0" sec."#,##0" Gal./Min." 0" feet," 0" GPM," 0" GPCD" 0" GPCD." 0.0" MGD,"#,##0" People"#,##0" people" 0.0" MGD?" 0" gal/day"#,##0" gal/day"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0%#,##0" Gal./Day""("0.00" MGD)"#,##0" People x""= "#,##0" Gal./Day""+ "#,##0" Gal./Day"#,##0" People @"#,##0" Gal./Day I & I" 0.0%" of"!#,##0" Gal./Day plsnt flow?" 0" Min./Day" 0" GPM x "#,##0" Min./Day" "@ "0" GPCD" 0.00" MGD," #,##0" GPM"#,##0" GPM x "                + ) , *           ! ! !      ! ! !  ! "            !        #    ! !  ! #   # ! ! !   " !  ! # #  # " "    I A "@ "@ #    +! "  ! ! "  ! !  "  # " " "@ @ ! # `Sheet1`iZR3  @@  }-%a)b)c)d)? 6 A wastewater treatment plant receives the following:= Pump StationSewer  A I&I Ind. Waste Sewer  B =what percentage of the total flow is contributedby sewer  B ?gal/day Total Flow21) FORMULAS NEEDED; Plant Flow =!GPCD = Gallons Per Capita Per DayAdd up known flows; Sewer  A Subtract know flows from the -Divide I & I flow by theplant flow & multiply by 100;x 100 =**:Before picking your answer, look at your I & I flows, doeslook like it might be1If not, you probably divided by the wrong number.I & IIndustrial Waste Sewer  B = ?If the plant receives( plant flow to get to get Sewer 'B';  (Sewer  B )*9 hwB @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert"dX??cU} .} $.} .} $.} I.} .} .} .} I .} .} .} m.} .} .}  .} $.}  .} I1} 1} $ .7;;;;;;;;; ; ; ; ; ;;;@h@;@;  * .!"#    $~ _|@ _#"`6NA D< #    $~ \L@ \~  ]W@ ]!"h5A DD  #    $~ 3@0@ 33"@0@D #    $~ 3I@ 33"I@D #    $  %5" W@ D >....@\8 DI&I @@A@0@DAAA...... ! Th5A D D TTS..@|8DInd. Waste @@BI@DBBB......  ?..... ...#ATA %$AAA......?.....,................... ?*............>>.... 6#............  ?!..... ...A[AD $[[[............ .. CATAD$[[[............ ...!A x ]`@N6`X  S  @ >< ]`N6`X  S  @ %!Z  !]`46ldB  s *D@]`6>@ad B(       %% &&   !!  """#"###         7 DocumentSummaryInformation8_1184773912 FV.V.Ole PRINT~  STAPELTONt1 Sheet1  WorksheetsS @   ''  ' ' Times New Roman؟ww wf4-"Systemf4 !-'-   2 22) 22!-'-  2 The interior of =2,2,!2!2!2 U950 ft.222! 2 of2!2 (30 in.22232 >pipe is uniformly coated with22,'22!2!N/,2,,2H22  2.25 in.222272 of grease. How many gallons will2!1!,,',H2HN,2/1,22'H@2 &this pipe hold when filled with water?2'22,222H2,2!,2H2H,,!. 2 a),! Arial ؟ww wf4-  2  ) - 2 b)2! Arial  4؟ww wf4-  2  ) - 2 c),!-  2  ) - 2 d)2!-  2  ) --'- } 2 4,895,664 Gal.2222222H,-'-  2  25,189 Gal.,22222H,-'- } 2  28,085 Gal.,22222H,-'-  2 6,236,514 Gal.2222222H,-'- -'- - -- !-- !-- !-{{- !{-- !-yy- !y-- !--'- -'- D -4 --' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@H`l Brian StapletonmomMicrosoft Excel@Z`!@Ct"CompObjfObjInfoWorkbook<SummaryInformation( @\pmom Ba=|= &"<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1 Arial1 Arial1. Times New Roman1Arial1Arial1Arial1Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" GPM" 0" foot" 0" feet" 0" feet?"0.0 0" Minutes" 0.0" Minutes" 0.0" in." 0.0" inches""every "0.0" Minutes""every "0.0" minutes?" 0" Gal./Min.""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" min." 00000 0" sec."#,##0" Gal./Min." 0" feet," 0" GPM," 0" GPCD" 0" GPCD." 0.0" MGD,"#,##0" People"#,##0" people" 0.0" MGD?" 0" ft." 0" in." #,##0" Gal." 0.00" in." #,##0" ft.""= "#,##0" ft.""= "#,##0.0" ft.""("#,##0.0" ft.)""("#,##0.00" ft.)" 0.0" ft." 0.00" ft." .00" ft.""= "#,##0.00" ft." 0.00" ft. x"#,##0.00" ft."                + ) , *   # # #      " ! "          !     !    ! A! ! " " " #    # " !  !  "@ @   A! !     "  #  ! # ! # `Sheet1`i v0e0e     @ A5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||S"@  *a)b)c)d)The interior of ofpipe is uniformly coated with of grease. How many gallons will&this pipe hold when filled with water?22) FORMULAS NEEDED;"Vol. Of a Cylinder = D2 x .785 x L1 FT.3 = 7.48 Gallons -B(Because the grease is on both sides, it must be subtracted twice)9Subtract the grease from the diameter for new diamerter; 8!Calculate the Volume of the Pipe:#Vol. Of a Cylinder = D2 x .785 x L=x.785 xConvert ft3 to Gallons;  = "A" { @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} m)} $)} )} )} )} )} )} )}  )} )} $)} )} )} )}  )} $)}  )} I)} )} $ );;;;;;;;; ; ; ; ; ;;;;   ~ /@ ~ 0>@   ~ +@   *. !"""""".##$# : Q< ףF@;D D  AQQ?DQ@=%%%<pr&Dx  Right  B  &## : C<XWA-DD  AQDQ@=%%%Vtr @Dx &Wrong! Scroll down for solution  B  #'## : Q<ReKm@;D D  AQQ?DGz @=%%%bxrLDx 2+Wrong! You need to subtract the gease twice  B  #&## : M<p}RA7DD  AQQ?DQ@=%%%V|r@Dx &Wrong! Scroll down for solution  B  ()###.1,-%%%()###. ) 2  ))))))) .@D  ?? D   ?))))))))) ) , (*))))))33))))))))) ) , ()))))))))))))))))) )))))))' C9@ D D D C ?@ D   ?)  A>@ D >@ D   >))).)))))))CC??)A>>))))))))))).@ D  )))  B@ D B))))))))@? D  @))// 2 ))))))))))))) 2 ))))))))))))) ))F@D  FF ) 5?D ) 5? D' G@ DDD GG)) 2 ))))))))))))) ))) ))))))))))) ))))) )4@D 46@ D  7 ;@ D 1 HO@DDQ?D  H~  8@ 2 ))))))))))))) ))))r D 1 FT.3 = 7.48 Gallons )))))))))) )))DO@D D )~ )`@ )!E ףF@ DD E  9  ))) 8^F2222>>2rQ2:2<2k  (  jb  0G2  @ & zK]`Ff^2  c $< r ]`@Od          7 DocumentSummaryInformation8_12288182445- FV.V.Ole PRINT՜.+,0 PXl t|  STAPELTONt1 Sheet1  Worksheets F!Microsoft Office Excel WorksheetBiff8Excel.Sheet.89qH c  h"  '' ' f ' f Times New Roman-  2 23)22!c2 = Colored dye is dumped into a manhole. The dye first appears C22!,22/,'22N2,222,N,222,=2,2/,!!',22,,!'2 4 min.,t2N22 6 sec.2',,"2 later in a manhole,,!2,N,222,-2 Cdownstream and disappears22H2'!,,N,222',22,,!'"System8-'- $  2 .and,22-'- f  2  7 sec.2',,B2  'after the dye was first dumped into the,!,!2,2/,H,'!!'22N2,2222,Z2 7manhole. What is the velocity of the flow in the sewer?N,222,_2,'2,2,2,/2!2,!2H22,',H,!. Arial- 2 : time 2G..- @ !l: -2  Avg. TimeS7).4G.- @ !wl -  Arial-  Arial-  2  246... 2  247... 2  247... 2 `Sec.7.* - 2 a),! Arial- Arial-  2 L _ - 2 b)2!- Arial-  2 L _ - 2 c),!--  2 L _ - 2 d)2!--  2 L _  Arial-  -'-  _   2  _ -'-  f --'- }:2 2 D 3.46 Ft./Sec.888=C82-'- :}2 2 D 0.58 Ft./Sec.888=C82-'-   2 --'- 2 2 850 feet222!,,-'-   2 4 min.2N2--'- :2 2 D 3.44 Ft./Sec.888=C82-'- :2 2 D 3.45 Ft./Sec.888=C82Arial- -'-  f -'-  g!-  - - @ !- - @ !- - @ !- {{- @ !{- - @ !- yy- @ !y- - @ !- -'-  f -'-    ,  -- -  'CompObjmObjInfoWorkbookRXSummaryInformation( \p StapletonB Ba= =-- " <X@"1~Arial1~Arial1~Arial1~Arial1.~Times New Roman1.~Times New Roman1~Arial1 ~Arial1 ~Arial1. ~Times New Roman1~Arial1 ~Arial1 ~Arial1~Arial1~Arial1.~Times New Roman1.~Times New Roman1~Arial1~Arial1~Arial1 ~Arial1 ~Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0.00" in.""("#,##0.00" ft.)""("#,##0.0" ft.)" #,##0" ft." 0.0" sec." "+ "0" sec.""Average ="\ 0" sec." 0" sec. +" "= "0" sec."" = "0" ft./sec."" = "0.0" ft./sec."" = "0.00" ft./sec." #,##0" feet"                + ) , *       ! "  !    "    "  "     # # "  "    "    " !  "  "     "@ @  "        ! !          " " " "@ # " "  " " " " #  !   "@ ! )   " ! `Sheet1"ZR/I3  @@  i a)b)c)d)= Colored dye is dumped into a manhole. The dye first appears later in a manholedownstream and disappearsand'after the dye was first dumped into the7manhole. What is the velocity of the flow in the sewer?time 2 Avg. TimeSec.23)FORMULAS NEEDED; velocity = DistanceTimebTo find the average velocity, you must find when the center of the dye passed through the manhole.x 60 sec./min. ==Convert Min., Sec. To Seconds;Dye disappears:Dye first appears:!Average theStart & finish times;;*Use the formula to calculate the velocity;= "B"" 4>    dMbP?_*+%Mr\\IPPEMS\EMSC_SMC_3245Cc  odXLetter (8.5" x 11")RICOH Aficio 3245C PCL 5cLPT1:p@pk d''''ddo Default"dX??cU} +} +} +} +}  +} +} m+}  '} $+} +} '} +} m+} +} $ +} m+} $ +;;;; ;;;; ;@ ; ;  ;@;;    -@.@.  ~ [@[ ~ \@ \  ~  ,@      " " # $  j]tTDD :3the first time must be less than the second time!!! B !!!>> % (n@D <D%)n@D<D )#*n@ % B $   7% &!Y|Ň @ DD YYYdNDx 4-Wrong! You did not average the two velocities  B '''??($$$$++ 7% &!Ya @ DD YYY<`&Dx  Right  B '''ZZ'++++++ 7% &!YF:l @ DD  YYYddNDx 4-Wrong! You did not average the two velocities  B '''++'++++++ 7% &(Y(\?D DD YYYdhNDx 4-Wrong! You did not average the two velocities  B '''++'++++++++++++++i@lSDx 92(You added them together, but did not divide by 2)  B  ''++??+++++ / ++++++++55  V@D VV555555 F FF G G++++3 W WWWW46655 FFF X& X+++++WWWWW;6655 /, ++++++++;WWWWW;5555 + <* +++++++;WWWWW;5555Q@D QR@DR +$+++05WWWWW55555S@D S O OO8n@ D<"++''++22+++++++++++:@D++++++++++++++++!8n@ DD++'''++'++++ <$++++===='++'UUUQ@DQR@D R ++==+++++TT1+S@DS O OO8n@ D<+++++  Pn@D PPP+++++++A@D ++'+99+'++++++++!Bn@ DD++'''++'+++ /+++++++ / ''++'+++++++++++ F  FF  G G'+++Kn@D KKLn@DM&Nn@DDN+FFF  H H'+++ ++~ O@"O+NN+FFF++'+++++++++++FFF  I@D  G! Ca @ D D C DE++++++++'''  Jn@D JCCEE>0zp9ejH>FSY@SYNXB/Hp(  vB < <D@ R]<`4xpb  6G @0]`,$ : BCDEdF, @$*+05;BIQX_flrt{@         hK0]:` f^2  c $ @Ub]`| B    `D@?"   ] `T zDj M C  % ] ` D<  BC`DE|F4 @ '27@IV [ ` ] ^ _ ````_^^\ZTPLID? 5 2@          M]`D jbB B s *D@$&]` jbB B s *D@'+]`\jbB B s *D@+/]`jbB B s *D@.3]`jbB B s *D@16]`,jbB B s *D@5:]`jbB B s *D@9>]`jbB  s *D@=A]`pjbB B s *D@AD]`jbB  s *D@EG]`jbB  s *D@IJ]`@zJj M  C l = c]  `(JB ! BC`DE|F4 @ '27@IV [ ` ] ^ _ ````_^^\ZTPLID? 5 2@          M]!`jbB "B s *D@$&]"`0jbB #B s *D@'+]#` jbB $B s *D@+/]$`jbB %B s *D@.3]%`hjbB &B s *D@16]&`jbB 'B s *D@5:]'`jbB (B s *D@9>](`8jbB ) s *D@=A])` jbB *B s *D@AD]*`jbB + s *D@EG]+`| jbB , s *D@IJ],` rjB . 0D   T].`!zFj ^ 0C   n R] 0`"jb  s *LG  @^]`\#jbB / s *D _]/`#zFj ^ 1C n n] 1`h$jb 2 s *LG  @^]2`l%jbB 3 s *D _]3`&rjB 4 0D@   n]4`x&rjB 6 0D@  b]6`h'rjB - 0D   }]-`(,$ 9 BCDEdF, @$*+05;BIQX_flrt{@        i ]9`( ;  ZBhC DE|F6  !&38==?ACFIP T X\_bhfdaP?@          `  ];`) B B4CKDE F@4#K@ U HZ]B`+ldB G@ s *D@ ) )]G`.ldB H@ s *D@]H`/>@Qd#                7; duh! ? .AggD Oh+'0@HTh   StapletonBMicrosoft Excel@#/@wN*՜.+,0 PX|  Cleveland State University Sheet1  WorksheetDocumentSummaryInformation8 _1184608943U FV.V.Ole PRINT sJGp  C   ''  ' ' Times New Roman؟ww wf+- -2 24) If a pump discharges 22!!,22N      !"#$%&'()+./0234589:;<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`abcdefghjmnoqrstwxyz{|}~22',2,!1,''2 and the force main is,222,!2!,,N,2'2 1,775 feet2222!,,?2 R %long, what is the total head loss, if221H2,'2,2,2,,22''!"Systemf+ !-'-  C2 ( is .27 feet per 100 feet of pipe?'22!,,2,!222!,,2!22,.Arial ؟ww wf+--'-  2 friction loss is*...***-2 .23 feet22!,, 2 tperi2,! 2 a),! Arial ؟ww wf+- Arial ؟ww wf+-  2  ) Arial bp؟ww wf+-  - 2 h b)2!- Arial ؟ww wf+-  2 e ) - 2 c),!- Arial ؟ww wf+-  2  ) - 2 f d)2!--  2 c ) --'- @ 2 g7.4 MGDt22YHH-'- A  2 0100 ft. of pipe?222!2!22,.--'- an 2  408.3 feet888888-'- an 2 h 1,779 feet888888-'- _n 2  2,183 feet888888-'- _n 2 f4.1 feet8888-'- -'- - - - !- - !- - !- ]]- !]- - !- [[- ![- - !- -'- -'- D -4 - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x  smomMicrosoft Excel@#/@ ԖCompObj*fObjInfo,Workbook,SummaryInformation(- @\pmom Ba= =--B'@ <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1. Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1Arial1Arial1Arial1.Times New Roman1Arial1 Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet" #,##0" feet""per "0" feet of pipe?" 0.0" MGD""per "0" ft. of pipe?"#,##0" ft. of pipe?"#,##0" ft. of pipe""of ".00" feet of pipe;"#,##0.0" feet"% #,##0" ft.sections do you have?"" ="0.00" sections"0.00" sections" "x ".00" ft.".00" feet of loss"                + ) , *        ! "        "   "  "     # "  "    " # # ! !  " " ! !   " ! " ! !  ! " " " "  "  ! #  " " ! " D" "D" "   "   !   "@ @ `KSheet1`iZR3  @@  Ha)b)c)d) Avg. TimeSec.24) If a pump discharges and the force main is( is .27 feet per 100 feet of pipe?friction loss is%long, what is the total head loss, if For every per, you get an added resistance How many ='Add the loss back onto the pipe length;+ = = "B" Dg @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } m} m} } } } } }  (} (} (} $} } (}  }  } $ ;;,;;;;; ; ; ; ; ;;@;@, ~ 2 @2 ~ /@      ~ .7@  ~ 3Y@444( ! !" $###OO$$ %& S 'I;y@3D D DD DdB ;;;Sp{=Dx #Wrong! What did you do???  B (((PP)*#+ % B & S '-:GzT̛@D DDD  :::<{&Dx  Right  B (((PP)&&& S, 'Q:@;D D DD DDDB :::qR{[Dx A:Wrong! You forgot to divide by the number of pipe sections  B (((PP( S, '';GzT@D DD ;;;d{NDx 4-Wrong! Add the loss back onto the pipe length  B (((PP((-(((QQ( 0  6 7Y@D 77 9 999 8q= ףp? D 8888 < 6 =Y@ D" ======CCCC  @@ D  A! B1@ D D  BB(  J@ D  K(  ?Y@ D ?BBB(((( ((((N1@D  NNNMq= ףp?D (!EGzT@ DDEE((((HHHHD(III((( 5(>@ D 1 FLGzT@D LL (!:GzT̛@ DD: G* hr,@%,]S,,((  F^ /J_ # Q =] `T;jbb  s *Gi @7J_]`d vnB  6D@/>/]`0rjB  0D@jJ{  ]`L(>@        7 ՜.+,0 PX|  Cleveland State University Sheet1  WorksheetsOKp # :  DocumentSummaryInformation81 _1184774055 FV.V.Ole 6PRINT7N !      (#d$%&')@A+,-./0123456789:;<=>?HBCDEFGabJKLMNOPQRSTUVWXYZ[\]^_`ckefghijlopqrstuvwxyz{|}~ ''  ' ' Times New Roman؟ww wf-  2 25)22!Arial] ؟ww wf-42 The power factor of a motor is4....;..*...G..*- 2 .8222"Systemf !-'-  X :2 e"and the pump has an efficiency of ,222,22N22,',2,!!,,2,/2!-'-   2 79%22S 2 .*2 If the motor consumes !2,N22!,22'2N,'32 what is the water horsepower?H2,'2,H,,!22!',22H,!. 2 Da),! ArialV ؟ww wf- Arial ؟ww wf-  2 f ) - 2 h>b)2!--  2 ef ) - 2 Dc),!--  2 f ) - 2 f>d)2!- Arial ;؟ww wf-  2 cf ) --'-  2 7,800 watts,2222H,'--'- T_ 2 f6.8 HP88HC-'- aT 2 10.5 HP888HC-'- Ta 2 h16.1 HP888HC-'- _T 2 8.6 HP88HC-'- -'- - -- !-- !-- !-]]- !]-- !-[[- ![-- !- -'- -'- D -4 - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x  smomMicrosoft Excel@#/@7CompObjifObjInfokWorkbookD.SummaryInformation(l @\pmom Ba={=|  %? <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1. Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1Arial1Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet".00 #,##0"watts"#,##0" watts," 0.0" HP" "= "0.0" HP" 0%" eff." "P.F. =".00 "x ".00 "x ".00" =" 0.0" HP ""x ".00" P.F.""x ".00" P.F.""x ".00" eff." "(".00")"                + ) , *        ! "  ! !  A"       "   "  "   # "  "  " # # "  @" "@ @   " ! # # !      !      #  # ! " " ! ! " "  !   ! `Sheet1`iZR 3  @@  .a)b)c)d)The power factor of a motor is"and the pump has an efficiency of If the motor consumes 25)what is the water horsepower?.FORMULAS NEEDED;1 hp = 746 Watts 746 Watts/HPBHP1) Convert Watts to HP;2) Calculate BHP3) Calculate WHP  WHP e k @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} !} !} !} $!} I!} !} !} m!} I*} *} *} I !} !} !} *} $!}  !} $ !;;,";;;;;   ; ; ;;  ~ /T@  ~ 0S@   ~ Kx@ LL   *!"######$$$###$%9#*!&&&:::'';( 1! )M5Y$@ D MMMU$r?Dx %Wrong! That is Input (wire) HP  B ***<<<+=,( 1! )+MĄ#0@DDD  MMMk(rUDx ;4Wrong! You divided. You should multiply the decimals  B **<<<+>>( 1- )%MǦ9|%!@DD MMMI,r3Dx Wrong! That is BHP  B **<<<*??! 1- )+MFD@DDD  MMM<0r&Dx  Right  B ***<<<*??!*.!!!!!!!***???*??! 3 ( !!!!!!!***!!!*!!! ! " !!!!!!!***!!!* 4 !! !!!!!!!** 4 !!!* FǦ9|%!@ D F! !!!!!!**7  75Y$@ D !!* GHzG?D G6 !!!!BBB*!  @= ףp=? D @!!*! CFD@ D D  C! 3!!!!!!*!* ! 5Ǧ9|%!@  D D  !!*!!! ! !!!!!!!***!!  DHzG? D D!!!!!!!!!!E= ףp=? D  E*  4  !! 8HzG? D AAHx@ D HHJ5Y$@ DJ!!***!!!*!! I $IIJJ!!**4222*!!*: hX...:Pkgar  (  dB  s *D@ a ]`Rt d a^  3  ]  `SzB  BD@p}==]`Sph2  0 @8c2[]`0T   B@C)DE F@p)?)@@6a?]`Uph  0 @8c%{^]`Vjb  s * @ >]`lVvnB   6D@CX] `|XphB   0D@] `dY>@+2       7 DocumentSummaryInformation8p _1184774017 FV.V.Ole uPRINTvX ՜.+,0 PX|  Cleveland State University Sheet1  WorksheetsF  ( B   ''  ' ~' ~Times New Roman؟ww wf&-  2 26)22!Arial x؟ww wf&-92 !An electric motor is supplied by 7...**G..**......'-2 480 v2222 2 and ,222 32 amps,22,N2'B2 F 'given no loss, what horsepower can the 12,2222''H2,22!',22H,!,,22,.2 motor supply to the water?N22!'222/22,H,,!. 2  2  , 2 0a),! Arial ؟ww wf&- Arial ؟ww wf&-  2  ) - 2 *b)2!--  2  ) - 2 0c),!- Arialx ؟ww wf&-  2  ) - 2 *d)2!--  2  ) -"Systemf& !\-'- } 2 30.9 HP,888HC-'-  2 64.2 HP,888HC-'-  2 2.0 HP88HC-'- } 2 20.6 HP888HC-'- ~-'- - -- !-- !-- !-{{- !{-- !-yy- !y-- !- -'- ~'CompObjfObjInfoWorkbook*V*SummaryInformation( FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x  smomMicrosoft Excel@#/@՜.+,0 P @\pmom Ba= =--U# <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1. Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet".00 #,##0"watts"#,##0" watts," 0.0" HP" 0" v" 0" amps," 0" HP" 0.00" HP" 0.000" HP" 0" a," 0" a" #,##0" Watts""= "#,##0" Watts" " = "0.0" HP" #,##0" v"                + ) , *        ! "  ! A"       "      "  "     # "  "    " # " "   " " "      ! "@ @ # ! ! " "@  `~Sheet1`iRa)b)c)d)26)!An electric motor is supplied by and  'given no loss, what horsepower can the motor supply to the water?FORMULAS NEEDED; 1 HP = 746 WattsWatts = Amps x Volts, Convert Watts to HP;xVoltsAmps= WattsCalculate Watts;1 HP = 746 Watts 746 watts/HP= "C" ZT @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} !} !} !} $!} $!} I !} !} $!} I ,} ,} ,} !} !} ,} $!}  !} $ !;;;%;&;;;;;    ; ;@  ~ 1~@ ~ 2@@     $ !"""" ""###""#$""!&&&& &&'''::(()* <! +%> hܭ P@DQ@ >>>Ur ?Dx %Wrong! Why are you using 7.48?  B ,,,;;-./* <! ++> hܭ @DDQ@ >>>Ur?Dx %Wrong! Why are you using 7.48?  B ,,;;-*** <0 +%>4@DD >>><r&Dx  Right  B ,,;;,!!! <0 +%>Y|>@D? >>>Sr=Dx #Wrong! Do you study at all??  B ,,,;;,!!!(=!!!!!!!,,,!!,!!! 3 & !!!!!!!,,,!!,!!! !  !!!! !  !!,,,!!,!!! 3& !!!!!!!,,,!!,!!! !! 7 ! ! 4 !!,,,!!,!!! !! 9~@ D 5 6@@ D! ?@ D D  ???,,!!,!!!(3!!!!!!!,,,!!,!!! 3&!!!!!!!,,,!!,!!!! ! !!!!!!!!@@D  @@B4@ DB AAABB!!!! 8.B ~@BB,8N8f,8(Z >@+2B 7 @B 7 |tB  <D@pAFF]`#ph2  0 @8c"j]`   B>C>DE F@p>>>=@;H]`X>ph  0 @8c)?m]`^V   S  @u&F] `i  >@b     7 DocumentSummaryInformation8 _1184775820 FV.V.Ole PRINT X|  Cleveland State University Sheet1  WorksheetsK  T   ''  ' ' Times New Roman؟ww w f-  2 27)22!"System f !-'- \  2 AH-'-  2 q480 v2222$2 AC pump motor drawsHC22N2N22!2!,H'2 32 amps,22,N2'T2 t3What is the horsepower output of the motor if the @_2,'2,22!',22H,!22222!2,N22!!2,2 power factor iso22H,!!,,2!' 2 .78 22.2 and the pump efficiency is,222,22N2,!!,,2,/' 2 F 89% 22S 2 F ?. 2   2 0a),! Arial ؟ww w f- Arial ؟ww w f-  2  ) - 2 *b)2!--  2  ) - 2 0c),!- Arial? ؟ww w f-  2  ) - 2 *d)2!--  2  ) --'-  2 14.29 HP8888HC-'-  2 18.32 HP8888HC-'-  2 16.06 HP8888HC-'- } 2 20.59 HP8888HC-'- -'- - -}- !}-- !-}}- !}-- !-{{- !{-- !-yy- !y--'- -'- D -4 --' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObjfObjInfoWorkbookIB/SummaryInformation( @\pmom Ba=t=| ,<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1. Times New Roman1 Arial1Arial1 Arial1Arial1Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet".00 #,##0"watts"#,##0" watts," 0.0" HP" 0" v" 0" amps," 0" HP" 0.00" HP" 0.000" HP" 0.0" HP ""x ".00" eff.""x ".00" P.F." 0%" eff." "P.F. =".00 "(".00")" "= "0.0" HP" 0" a" #,##0" Watts"                + ) , *      !  " ! A"        "  !     # "  "  " # # ! ! !  @!   " # # " " ! ! ! " !  " " " " " ! " # !     "@ @    `Sheet1`iZR  3  @@  V!a)b)c)d) AAC pump motor draws3What is the horsepower output of the motor if the power factor isand the pump efficiency is?27)FORMULAS NEEDED;1 hp = 746 WattsBHP WHP 746 Watts/HPx3) Convert Watts to HP;4) Calculate BHP2) Calculate Watts;Volts Amps=Watts"V t2R @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } } } $} m} } m }  } &} &} &} } } &} $} } $ ;;;$;;;;;   ;  ;;,  ~ +~@  ~ -@@    ~ ,S@  ~  .@V@       !"! !# $ G %1:>,@DDDD  :::gr QDx 70Wrong! That is WHP hp output of the motor is BHP  B &&&DD'E(F G %+:^¸.S2@DDD  :::rkDx Q%Wrong!& ... That's just plain WRONG!!!  B &&DD'FFF G) %+:銬_0@DDD :::<r&Dx  Right  B &&DD&/// G) %%:4@DD :::`rJDx 0)Wrong! You did not figure in Power Factor  B &&&DD&///*Ur?Dx % That is Input (wire) HP  B &&&///&// 0 (&&&&  ( ////&&&////      ///&&&/8888 0 ////&& 1 //<</      ///& <4@ D </BB/2 @@@ D  H~@ D ! 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Arial ؟ww w(fg- Arial ؟ww w(fg-  2 & ) - 2 b)2!- ArialS [؟ww w(fg-  2 & ) - 2 c),!--  2 & ) - 2 d)2!--  2 & ) -Times New Roman؟ww w(fg--'- u 2 75 HP11G7--'- }u 2 342 Amps888CT82-'- u 2  116.6 Amps8888CT82-'- u 2 9.0 Amps88CT82-'- u 2  145.7 Amps8888CT82-'- -'- - -}- !}-- !-}}- !}-- !-{{- !{-- !-yy- !y- -'- -'- D -4 - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObjfObjInfo Workbookn4SummaryInformation(!Oh+'0@HT` x  smomMicrosoft Excel@#/@՜.+,0 PX|  Cleveland State University j% @\pmom Ba=U=| F#n<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1. Times New Roman1Arial1 Arial1 Arial1.Times New Roman1Arial1Arial1Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet".00 #,##0"watts"#,##0" watts," 0.0" HP" 0" v" 0" amps," 0" HP" 0.00" HP" 0.000" HP" 0.0" Amps" 0.00" Amps" 0" Amps" 0.0" HP ""x ".00" eff.""x ".00" P.F." 0" a" #,##0" Watts" 0%" eff." "P.F. =".00 "(".00")" "= "0.0" HP" #,##0" watts"" ="#,##0" watts"" = "#,##0" watts"0.0" Amps ' B'"                + ) , *      ! " ! ! A!         "    "     #  !  "    "   # " # ! !  @! ) !   ! !   " # "   # " " " ! ! " ! # !  ! " ! "   " " "@ "@  ! #     ! "@ @ `Sheet1`iZR  3  @@  $a)b)c)d)Sec. A and the pump is'efficient. How many amps will it draw?'motor (shaft HP) has a power factor of 28)FORMULAS NEEDED;1 hp = 746 WattsAmpsxVolts =WattsBHP WHP "Shaft HP"x 746 Watts / HP$1) Divide BHP/P.F. to get Input HP;;]**You did not need efficiency, since you were starting at Shaft HP & working back to input HP2) Convert Input HP to Watts;3) Calculate Amps;" :R @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} $ }  }  } $ }  }  } I }  } .} .} I.}  }  } .}  } $ } $ ;;;!;;;;;   ,  ;;  0~@4R@5   ~ 1T@  ~ 2@V@   & !!!! ! """##$$%&! Y  '%7$]@$%DD 777Yr CDx )"Wrong! You forgot the power factor  B """(()*+ & Y  '+76b@DD D 777<r&Dx  Right  B ""((),,&  Y- '-7 G?!@DDD D 777Tr>Dx $Wrong! You can't be serious!!  B ..33.99  Y- ''6\(\u@DD D 666[$rEDx +$Oh Yeah, Just guess. That will work!  B ...33.99 */ ...99.99  8 ( ... . 9    99 > F FF;9??9           9G9. ?R@ D ? 99.C  99...  E{Gz? D EE@9  8  999 A?D  . : . B C  9 ; PR@D  P! SpW@ D D$ SS999...999.9 R? D (QSSS 99...99.999 * ... . 99  8  8 999C           .  9 H 99UpW@D  UU I  <Xr DAmps   =~@ D  . K@ D KK 99  J@ D"JJJ TT 9 99 NNN  M L@ D  LL 9  WVVVVVVNNNM  O~@ D  DD 9 VVVVVVV  :rD =! X6b@ D D  XX 9 (VVVVVVV ... . 9 (VVVVVVV ... . 9 ( 99 ... . 9 8 BX.:PUvK.N~W__~,,l T(  vB  <D@p  O ]`xld2  s * @8c v ]`z   B@C)DE F@p)?)@@  ]`zld  s * @8cU Z ]`|f^  c $ @  f]`<}    BKC DE F5% K@ B i] `.ldB   s *D@  ] `Z>@+2            7 DocumentSummaryInformation8% _1184779266 FV.V.Ole *PRINT+ Sheet1  WorksheetsrB  E   ''  ' ' Times New Roman؟ww w f-  2 29)22!2  motor drawsN22!2!,H'Times New Roman؟ww w f-2 S21 amps.11+L1&-E2 )What is the brake horsepower if the pump _2,'2,2!,2,22!',22H,!!2,22N2 2 is' 2 85%22SB2 'efficient and the motor power factor is,!!,,2,222,N22!22H,!!,,2!' 2 S  2 a),! ArialD T؟ww w f- Arial А؟ww w f-  2 T ) - 2 b)2!--  2 T ) - 2 c),!--  2 T ) - 2 d)2!- Arial ؟ww w f-  2 T ) -"System f !-'-  2  A 4,160 vH22222-'- ^   2 .91?22.--'- B| 2 90.6 HP.888HC-'- }B| 2 106.6 HP8888HC-'- B| 2 117.1 HP8888HC-'- B| 2 5.1 HP88HC-'- -'- - -}- !}-- !-}}- !}-- !-{{- !{-- !-yy- !y- -'- -'- D -4 - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x CompObj[fObjInfo]Workbook.3SummaryInformation(^ @\pmom Ba=l= *8X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1. Times New Roman1Arial1Arial1Arial1Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet".00#,##0" watts," 0.0" HP" 0" v" 0" amps," 0" HP" 0.00" HP" 0.000" HP" 0.0" Amps" 0.00" Amps" 0" Amps" 0" amps." .00"?""x ".00" P.F." 0%" eff." "P.F. =".00 "(".00")" "= "0.0" HP" 0" a"" = "#,##0" watts" #,##0" watts"0.0" Amps ' B'" #,##0" v" #,##0" v =" "A "#,##0" v""A(n) "#,##0" v"                + ) , *       ! " ! A!        " # # " #  @" !     # # ! ! " " " !  " " ! " " # " ! !  ! " "             !  # " "@ @ `Sheet1`iZR 3  @@  R a)b)c)d) 29)is'efficient and the motor power factor is)What is the brake horsepower if the pump FORMULAS NEEDED;1 hp = 746 WattsAmpsxVolts =WattsBHP WHP 1) 1) Calculate Watts;2) Calculate Input (wire) HP;746 Watts / HP2) Calculate BHP;= ''D" motor drawsR Z @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??U} m} $} $} $} } } } m} I$} $} I$} } } $} $}  } $ ;;; ;;;;;    , ;; ~ M@@ MM  ~ '5@   ~ &@U@  ~  ;V@ <  !  N "1=$V@DDD D ===NT r8Dx Wrong! That is Water HP  B $$$ N "%=F]@DD ===N$ r8Dx Wrong! That is Input HP  B $$$ N# "%=uhQL@DD  ===Z rDDx *#Wrong! Are you even awake in class?  B $$$$ N# "+=89`+Z@DDD  ===< r&Dx  Right  B $$$$*%$$$$ ( ($$$$)  ( ))$$$$      )*888+)99* ,)$99))$ ( ))))$$$  :333333? D ::.+ A 2 A A A AA ?Q?D ?$ > > - B5@D 2 @@@D@!CT@ DD CCC))$$$))$*$$$$)) (( ( )))-)r D 1 hp = 746 Watts)))))))9F]@ D 9  $  IQ? D  J! K89`+Z@ DD  ))7T@D 777HF]@ DHH0)D$11  L )) 6&666HHH11)))))))()))EEE2333)(FGGGGGGEEE24$$)(GGGGGGG)))/555)(GGGGGGG)$$$))$)(GGGGGGG)$$$))$)())$$$$)8 ~pD.::j.a.N8,,,,,t\(  vB  <D@p @  ]`,nld2  s * @8c - ]`|n   B@C)DE F@p)?)@@  f]`nld  s * @8c  @]`of^  c $ @J Z ]`oldB  s *D@]`>@+2      7 ]`Pf^  c $ @  f]`    BKC DE F5% K@ 3 i]` ldB  s *D@  ]` >@+2              7 smomMicrosoft Excel@#/@%՜.+,0 PX|  Cleveland State University Sheet1  WorksheetsDocumentSummaryInformation8b _1184821248 FV.V.Ole gPRINTE!  f   N''  ' U' UTimes New Roman؟ww wQ f-  2 30)..Times New Roman؟ww wQ f-f2 ?Calculate the water horsepower if the pump it operates providesC,,2,,2,H,,!22!',22H,!!2,22N222,!,,'2!222,'2 875 GPM222H8Y2 against,1,2'2 118 feet222!,,-2 rtotal dynamic head (TDH)?2,2/2,N,2,,2!=HH!.2 * t 2 R  2 a),! Arial ؟ww wQ f- Arial ؟ww wQ f-  2 S ) - 2 b)2!--  2 S ) - 2 c),!--  2 S ) - 2 d)2!- Arial a؟ww wQ f-  2 S ) -"SystemQ f !-'- = 92 !31) If the pump in problem 30 is 22!!2,22N222!22,N22'-'- U  2 p79%22S?2 _%efficient, then what is the brake HP?H,!!,,22,2H2,'2,2!,2,H8.2 _ t 2 a),!--  2 }+ ) - 2 b)2!--  2 + ) - 2 ~c),!--  2 {+ ) - 2 d)2!--  2 + ) -'-  U 2 g--'- }A 2 26 HP88HC-'- A 2 101 HP888HC-'- A 2 55 HP88HC-'- A  2 7 HP8HC-'- y 2 33.0 HP888HC-'- w 2 70.2 HP888HC-'- w 2 ~9.4 HP88HC-'- u 2 43.8 HP888HC-'- U-'- N- -}- !}-- !-uy- !u-}y- !}-}}- !}-- !-{{- !{-- !-yy- !y-uu- !u-- !-ss- !s-- !-qq- !q- -'- U-'- D -4 - -'CompObjhfObjInfojWorkbook2SummaryInformation(k FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x  smomMicrosoft Excel@#/@踤՜.+,0 P @\pmom Ba= =-t"<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1. 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"a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet".00 #,##0"watts"#,##0" watts," 0.0" HP" 0" v" 0" amps," 0" HP" 0.00" HP" 0.000" HP" 0.0" Amps" 0.00" Amps" 0" Amps" 0" amps." .00"?" 0" GPM" #,##0" GPM" 0.0" HP 'D'" .00" =" " = "0.0" HP"                + ) , *       ! " ! A!         "  "     # !  !  "    "   # " ) #   @" ! ! ! ! !   ! "@ @  " "   "    ! ! "    "  # "   "  " "   " `%Sheet1`iZR  3  @@  $a)b)c)d)Sec.  againsttotal dynamic head (TDH)?30)%efficient, then what is the brake HP?!31) If the pump in problem 30 is ?Calculate the water horsepower if the pump it operates providesFORMULAS NEEDED;WHP =GPMXTDH Calculate HP; Problem #30; Calculate BHP;BHP  WHP = BHPWHPEff.= "A" Problem #31; "X @]x @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} I } $ }  } I }  }  }  }  } I.} .} I.}  }  } I .}  }  } $ ;;;!;;;;;; ; ; ; ; ;;;;@;;;;    ~ 4X@  ~ 3]@  !!!! ! """78#!$% :  &%9ޒ&Y@DD 999I(13Dx Wrong! Very Wrong.  B "(()*+ % :  &+9"h8K@DDQ@ 999L16Dx Wrong! Keep Guessing.  B "((),,% :- &!9="h8@  DD 999f1PDx 6/Wrong! Thank You for playing! Have a nice day..  B ..//.  :- &%9JZ:@DDx 999<l1&Dx  Right  B ...//. (--&''''...//. (0 ... .     ~ 2S@   . .  1111  1 .  :  &! 5%Fe@@ DD  6< 1&D x  Right  B  ' . .  :  &! 5tQ@  DD  6> D1(D x Wrong!   B  ' . .  :- &! 5ʧ"@  DD  6> p1(D x Wrong!   B  ' . .  :- &!5YmqE@ DD 6>@1 (D x Wrong!   B ' . . (0 . .  ; " ... . <<  @ @  > ?  ?  .  JHzG?D  A<< @@ ~ =@==. .  C< BB ....  I ;" ... .   @ @ OX@ DO  E D]@D DD.  @@ ~ =@==== .   HH'GJZ:@ DD DGG.. .  C" FF ... .  ;" ... .  MM LLQJZ:@DQ!P%Fe@@ DDP.. .  = =LLKHzG? D  KPP  N . . <Z`V,,ZB,4>H4>o44n(  dB  s *D@ ]` N`X2  S  @ bU]`N`X  S  @ X n]`lNrjB  0D@  ; ]`,NrjB  0D@  ]`#N  zBCDE F@@^x ]`(NrjB  0D7  I]`N>@+2       7 DocumentSummaryInformation8o _1184821276 FV.V.Ole tPRINTu X|  Cleveland State University Sheet1  WorksheetsH  7   .''  ' -' -Times New Roman؟ww w fk- '2 32) If a pump outputs22!!,22N22222'2 390 GPM222H8Y"System fk !-'- X m 62 zagainst a total dynamic head of,1,2',2,2/2,N,2,,22!-'- - 2 m 600 feet,222!,,2 and the pump,222,22N2 2 is' 2 081%22S72  efficient, what is the brake HP?,!!,,2H2,'2,2!,2,H8.2   2 z  2 a),! Arial $؟ww w fk- ArialL ;؟ww w fk-  2 { ) ArialU ؟ww w fk-  2 Sec.7.* - 2 b)2!- Arial ؟ww w fk-  2 { ) - 2 c),!--  2 { ) - 2 d)2!--  2 { ) --'- }i  2 50.3 HP888HC-'- i  2 47.9 HP888HC-'- i  2 73.0 HP888HC-'- i  2 42.9 HP888HC-'- --'- .- -}- !}-- !-}}- !}-- !-{{- !{-- !-yy- !y- -'- --'- D -4 - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObjfObjInfoWorkbook-SummaryInformation( @\pmom Ba=^=| f!"<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1. Times New Roman1Arial1 Arial1 Arial1Arial1.Times New Roman1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet".00 #,##0"watts"#,##0" watts," 0.0" HP" 0" v" 0" amps," 0" HP" 0.00" HP" 0.000" HP" 0.0" Amps" 0.00" Amps" 0" Amps" 0" GPM" 0" feet," #,##0" GPM" 0.0" HP 'D'" " = "0.0" HP"                + ) , *       ! ! ! " A!        "    "     # !  !  "  " ! !      # " #  @! ! " ) !  "  "  " ! " " !  "   "  "  #  " "     "@ @  `Sheet1`iZR   3  @@   a)b)c)d)Sec.  32) If a pump outputsagainst a total dynamic head of and the pumpis efficient, what is the brake HP?FORMULAS NEEDED;WHP =GPMXTDH WHP Calculate HP;Calculate BHP;WHP = BHPEff.WHP = = "B"" NQ @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} m }  } $ } $ }  }  } I }  } 1} 1} I1}  }  } 1} $ }  } $ ;;;!;;;;;;  ;@ ;  @@;; ~ 5`x@  ~ 4@    ~ 3@T@   !!!! ! """##$$%& N  '+7/袋G@DD xD 777e 1ODx 5.Wrong! You should have DIVIDED the efficiency.  B """()* + & N  '+73IM B 8 11 CC D D I. Q@ DI!M(A4 U@ DD M1 ==DD EQ?DEMM   F 11 .` |XV,,kfB8BZ*Q (  jB  0D@ n  n]`LNldB  s *D@ U]`PHN`X2  S  @   ]`IN`X  S  @ ]`xJNrjB  0D@  ]`4KN  BCDE F@@ - ]`NNrjB  0D7 ] %  n]`PNldB  s *D@]`^N>@+2        7 Oh+'0@HT` x  smomMicrosoft Excel@#/@&S,՜.+,0 PX|  Cleveland State University Sheet1  WorksheetDocumentSummaryInformation8 _1184825764 FV.V.Ole PRINT ,s FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x  smomMicrosoft Excel@#/@&      !"#$10()*+,-./MN3456789:;<=>?@ABCDEFGHIJKLTOPQRSUikWXYZ[\]^_`abcdefghrlmnopquvwxyz{|}~I1  Z    x''  '  w'  wTimes New Roman؟ww w f}-  2 33)..Times New Roman؟ww w f}-"System f} !-'-  72 The power factor of a motor is=2,22H,!!,,2!2!,N22!'-'-  w  2 .7522=2 %$, and the pump has an efficiency of,222,22N22,',2,!!,,2,/2!Times New Roman؟ww w f}- 2 h 78%00P- 2 ;. 2  (2  If the motor consumes!2,N22!,22'2N,'32 %what is the water horsepower?H2,'2,H,,!22!',22H,!.2   2 a),! Arial %؟ww w f}- Arial| ؟ww w f}-  2 u ) - 2 b)2!--  2 u ) - 2 c),!- ArialU ؟ww w f}-  2 u ) - 2 d)2!--  2 u ) -N2 /34) What is the brake horsepower in problem 33?22!_2,'2,2!,2,22!',22H,!22!22,N22.2 t  2 a),!--  2 } ) - 2 b)2!--  2  ) - 2 ~c),!--  2 { ) - 2 d)2!--  2  ) -Z2 b735) What is the wire to water efficiency in problem 33?22!_2,'2,H!,2H,,!,!!,,2,/22!22,N22.2 t  2 ` a),!- 2 ` 259%|88Y-  2 ]  ) - 2 b)2!- 2 275%|88Y-  2  ) - 2 ^ c),!- 2 ^ 2104%888Y-  2 [  ) - 2 d)2!- 2 278%%88Y-  2  ) Arial ؟ww w f}-Arial ؟ww w f}---'- y  2 211.80 HP8888HC-'- w  2 28.85 HPP888HC-'- w  2 ~25.87 HPP888HC-'- u  2 217.69 HP8888HC--'-  2  8,800 watts,2222H,'-'-   2 --'- }c  2 25.8 HP88HC-'- c  2 211.8 HP888HC-'- c  2 28.8 HP88HC-'- c  2 26.9 HP88HC-'-  w-'-  x-  - }- !}- - !- uy- !u- }y- !}- U Y - !U - ] Y - !] - }}- !}- - !- {{- !{- - !- yy- !y- uu- !u- - !- ss- !s- - !- qq- !q- U U - !U -   - ! - S S - !S -   - ! - Q Q - !Q -  -'-  w-'- D -4  - -'CompObjfObjInfo WorkbookI>SummaryInformation(   @\pmom Ba= =-$<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1. 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"a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet".00 #,##0"watts"#,##0" watts," 0.0" HP" 0" v" 0" amps," 0" HP" 0.00" HP" 0.000" HP" 0.0" Amps" 0.00" Amps" 0" Amps" 0" amps." .00"?" 0" GPM" "= ".00 #,##0" w" "= "0.0" HP" "= "0.0" BHP" 0.0" HP x" .00" =" 0.0" BHP" "= "0.0" WHP" 0.00" BHP"                + ) , *       ! " ! A!   !       "  "     # !  !  "    "   # " ) ! #   A! #  @! " " !   ! ! !   " " "  " "  !  " ! !     " " !  @  @ "         "   # " "        !   " "   A!  "@ @  ! ! `Sheet1`iZR   3  @@  .$a)b)c)d)  what is the water horsepower?$, and the pump has an efficiency of./34) What is the brake horsepower in problem 33? The power factor of a motor is If the motor consumes735) What is the wire to water efficiency in problem 33?33)FORMULAS NEDED;1 HP = 746 WattsP.F.BHPWHPEff.Watts= HP2) Calculate BHP;Input HP1) Convert Watts to Input HP;3) Calculate Water HPxInput HP x Power Factor = BHPBHP x Pump Eff. = WHP (#33 = "C") (#34 = "B")&4) Calculate Wire to water efficiency;Wire to water efficiency = Output HP = (#35 = "A")* @uL_M @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} $!} $!} m!} I!} !} !} !} /} /} I/} !} !} /} $ !} !} $ !';;;";;;;;; ; ; ; ; ;;;;;;;;;   ~ 5?   ~ 6S@    ~ 70@ 88   !"""" "###9:$"%&" m! ';f<'@# D ;;;N r8Dx Wrong! That is Input HP  B #))*+,&! m! '!;L-;±!@ DD ;;;N r8Dx Wrong! That is Brake HP  B #))*--&! m. '+;pl@ DDD ;;;< r &Dx  Right  B /00/llll m. '%;I!@D333333? ;;;ZrDDx *#Wow! That was your worst guess yet.  B //00/llll(..'1111///00/llll(2!!!!!!///!!/!!!!  & !//!!/!!!! !!!!333  3!!/!!!! m! ' <f<'@D =1N r8D x Wrong! That is Input HP  B  !!/!!/!!!! m! '! <L-;±!@ DD =1< r&D x  Right  B  !!/!!/!!!! m. '% <Puv@ D333333? =1R dr <D x "Wrong! That is just a guess  B  !!/!!/!!!! m. '<L-;±1@  D  =1VL r @Dx &Wrong! That is just a Bad guess  B !!/!!/!!!!(..'(11!!/!!/!!!!  $!!!!!!///!!/!!!!!!!333 3!!/!!! m! '!4Q? DD 11<@r &Dx  Right  B !!/!!/!!! m! '4?D 11V4r@Dx &Wrong! That is the Power Factor  B !!/!!/!!! m. '!4p= ף? DD 11ZrDDx *#Wrong! That is Output HP / Input HP  B !!/!!/!!! m. '4(\?D 11YP rCDx )"Wrong! That is the Pump Efficiency  B !!/!!/!!!&!!!!!??@@@??@??? >MMMMNNOO oL-;±!@D  pNO??? MN QNNNN AB? D  ON  C(\?D O??? >RRRSNNON  D D  E  A  ??? TT Un0@DVf<'@ DVNOOONNO!??~ PP@ PW~ XP@VVNHO  J NNO!!?!YYYYYYOX  c cccc!! K!!!!!!\`L-;±!@ D  a  X b(\? D dpl@"D  d!! 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D"D# %!!$&!!!!!!!///!!/!! &I# &IIdZwag (  ^  c $ @ @]`d f^2  c $ @ b ?]`rjB  0D@f]`,rjB  0D@ @ ;]`,3  zB#CDE F@##@ * ]`ldB  s *D@|]``RldB   s *D@# # ] `ll   s *Vf @"`#] `Vftt < =< >@+2  !!##""          7 ՜.+,0 PX|  Cleveland State University Sheet1  Worksheets FMicrosoft Excel WorksheetBiDocumentSummaryInformation8 _1184828838 FV.V.Ole PRINT'G  \ =   ''  ' ~' ~Times New Roman؟ww wqf-  2 36)22!32  A pump has an efficiency of H22N22,',2,!!,,2,/2! 2 91%22S92 !and a motor has a power factor of,22,N22!2,',22H,!!,,2!2! 2 .93.222 If the water!2,H,,!2  horsepower is22!',22H,!'"Systemqf !-'-  32 and electricity has a cost of,22,,,!,/2,',,2'2!Times New Roman؟ww wqf-Times New Roman؟ww wqf--'- ~  2 11.0000-=2 $cents per KWH, how much will it cost,,2'2,!H_H22HN2,2H,2'Arial ؟ww wqf-62  to run the pump for one month,.......G.....G...-- 2 at. Arial ]؟ww wqf-- 2 a),! Arial T؟ww wqf- Arial ؟ww wqf-  2  ) - 2 b)2!- Arial ؟ww wqf-  2  ) - 2 c),!--  2  ) - 2 d)2!--  2  ) -Times New Roman؟ww wqf--'- [ 2 k334 HP---A2-Times New Roman؟ww wqf--'- } 2  (31 days)!111+/&!--'-   2 12.0 hrs./day?3333.33-3--'- :aD 2 L $12,047.4988888888a) 2 e/mo.T8-'- }:  2 L $8,032.3798888888 2 -/mo.T8-'- :D 2 L $10,963.2288888888) 2 e/mo.T8-'- }:_  2 L $3,109.3128888888_ 2 -/mo.T8-'- ~-'- -  - - !- - !- - !- {{- !{- - !- yy- !y- - !-  -'- ~-'- D -4  - -'CompObjfObjInfoWorkbook25SummaryInformation(ff8Excel.Sheet.89qOh+'0@HT` x  smomMicrosoft Excel@#/@@՜.+,0 PX|  @\pmom Ba= =--# <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1.Times New Roman1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet".00 #,##0"watts"#,##0" watts," 0.0" HP" 0" v" 0" amps," 0" HP" 0.00" HP" 0.000" HP" 0.0" Amps" 0.00" Amps" 0" Amps" 0" amps." .00"?" .00"." "("0" days)" 0" hrs./day?""$"#,##0_)"/mo.""$"#,##0.0_)"/mo.""$"#,##0.00_)"/mo."0.0" hrs./day?" " x "0% " = "0.0" HP" 0.0" KW x"0.0" hrs./day"E@" x "_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)" x ".00" cents/KW"0" days/month =""$ "0.00"/mo.""$ "0.00" /mo.""$ "0.00" per mo.""$ "#,##0.00" per mo."                + ) , *           "     !    " #  !  "    " # " ! #  @! ! " !! ! ! !! ! ! ! # #  "  ! "   " " "   # "  " " " " !! ! ! ! ! " " !" "  # ! # # !   "@ @ `Sheet1`iZR  3  @@  +a)b)c)d)!and a motor has a power factor of If the waterand electricity has a cost of$cents per KWH, how much will it cost A pump has an efficiency of  horsepower is to run the pump for one month,at36)P.F. =Eff.WHP1) Convert WHP to Brake HP; BHP2) Convert BHP to Wire HP;%3) Convert Wire HP to KW (Kilowatts);FORMULAS NEDED;1 HP = .746 KW#1 HP = 746 Watts or 1 HP = .746 KWx .746 KW per HP =KW63) To find the Cost, multiply KW x Hrs. x $/hr. x Daysx= "A"" i @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} m} } $} I} I} m} } } $'} '} I'} } m} '}  } } $ ;;;;;;;;; ; ; ; ;   ~ *V@  ~ +@W@   ~ 3t@U  ~  ,&@    ~ 4?@5   ~  T(@ TTT*  V !F0뻾@0DDDD dDD  012<t&Dx  Right  B ""#$% V !@0S㥛i@*DDD dDD  012\tFDx ,%Wrong! You forgot the pump efficiency  B ""# V& !-0?ƜJ@DDDD  012Z\tDDx *#Wrong! You forgot almost everything  B '((' V& !90Af_`@#DDDD DD  012Ot9Dx Wrong! You guessed again  B '''(('*F&!--./'''((' J( HIGG./'''((' K( HIGG./'''(('* JHIGG./'''(('* )66666667776676666 ;( 666666'6666E7766<t@D <<!?pv@ DD ?66!DU x@ DD D6  :  :: ! Spv@ DDCQ?D C86=Q? D==??66'6  B(\?D  BB6 ::@t@D6 ;666666'6687  9 97 A6<pv@D <<!?U x@ DD"?66''''66=(\?D(==??66''''66 ;(666666''''66 6(666666''''666RU x@DR > >>>%7K{fr@DZd;? 7 776676666 ;(66666667776676666*666666667776676666LK{fr@D LLM(@D MMN)\(? D d NN  7 O?@D  OOO -Q뻾@ DDDD  QQ6"66666666777667 P 666*666666667776676666*666666667776676666*666666667776676666>0x..::..:dxK:::. D..t(  ^  c $ @ ]`d f^2  c $ @Z `]`rjB  0D@b ]`rjB  0D@ -2-]`=  zB$CDE F@$$@` -]`<ldB  s *D@U]`2ldB  s *D@U]`H.>@+2     7 DocumentSummaryInformation8 _1184829535  FV.V.Ole PRINTt Cleveland State University Sheet1  WorksheetsL  6 F   !''  ' ~ ' ~ Times New Roman؟ww w} f-  2 37)&22!<2 #An automatic chemical feeder treatsH2,22N,,,2,N,,!,,2,!!,,''2 *at a concentration of,,,22,,2!,222!2 54 mg/l.22N1F2 *How many lbs./day of chemical is required?H2HN,2/2'2,/2!,2,N,,'!,22!,2. 2 a),! 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B 111221BBBB*3111BB1BBBB 8( 111BB1BBBB  ( 1111* 1111 9 ( 1111   & 1111  : ;Q@D;  CK@D  1111  : +<p= 9@DDGz @"<<<11118B...::.:Bq>@+2  : 7 DocumentSummaryInformation8 _1184830621 FV.V.Ole PRINT!z       !"#$%&'()*+,-./0123469:;=>?@CDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklmorstvwxy|}~ Sheet1  WorksheetsS 9 v   ''  ' ' Times New Roman؟ww wft-  2 38)22!Times New Roman؟ww wft-2 37 mg/l.11L0-F2 k*of chlorine is required to treat a flow of2!,22!2,'!,22!,22!,,,!2H2!2 7 50.0 MGD.l222YHHArial' ؟ww wft-C2 0 (The solution available to you, however, 4..*.....).....'....;.).-2 $is only.'22/ 2 k74%22Sv2 ^Jof chlorine. How many lbs./day of solution are requires to treat the flow?2!,22!2,H2HN,2/2'2,/2!'2222,!,!,22!,'2!,,2,!2H. 2 pa),! 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Arial8 $؟ww w? f- Arial ؟ww w? f-  2  ) - 2 b)2!--  2  ) - 2 c),!- Arialn ؟ww w? f-  2  )- 2   2 d)2!--  2  ) --'-  T 2 |21 mg/l.33M4-Times New Roman؟ww w? f--'- u 2  750 lbs./day,,,,,",'*--'- uZ 2 l3.53 MGD888SNH-'- }uZ 2 l 26.43 MGD8888SNH-'- uZ 2 l5.79 MGD888SNH-'- uZ 2 l3.17 MGD888SNH-'- '-'-  - - }- !}- - !- }}- !}- - !- {{- !{- - !- yy- !y- -'- '-'- DH -4 - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x CompObjfObjInfo03Workbook(SummaryInformation(24        , -                ! " # $ % & ' ( ) * t 9 8 / 0 1 2 3 4 5 6 7 P Q ; < = > ? @ A B C D E F G H I J K L M N O Y R S T U V W X q r [ \ ] ^ _ ` a b c d e f g h i j k l m n o p s | u v w x y z {  @\pmom Ba=p=| 'I <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1Arial1Arial17Arial1Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in. area." 0" mg/l." 0.0" MGD."#,##0" lbs./day," 0.00" MGD"#0%" pure. You will need more;"#,##0" lbs./day =" "("0" MGD"#,##0" lbs./day""= "#,##0" lbs./day"0.0.00 "("0%")""= "#,##0.00" mg/l" "("0" mg/l.""= "0.00" MGD" "x ".00 0.000000 0.00000 0.0000 0.000                + ) , *      " !   !  A!   "     # !  ! !  "    "   # !  #  @!   !!    "  # # " # " "   +" + +! +" " !  !   @! !" # "  ! ! !!  " "@ @ " `Sheet1`iZR3  @@  a)b)c)d) 940) An operator wishes to maintain a chlorine residual of The compound he is using is onlychlorine. If he uses0then how much flow is he treating daily, in MGD?FORMULAS NEEDED;lbs./day = MGD x mgl x 8.34%1) Use formula to Calculate lbs./day;x MGDx 8.34)2) The compound is only=pure.Since it was not 100%, he could treat less than,= "C" EK @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} m} } } I} } I} $} } I} } } } } } } m}  } $ ;@;@;;;;;;;@ ;@ ;@ ;@ ;@ ;@;@,,,  ~ O5@ O  ~ -R@  ~ .p@.  *  N !2/h=D @DD Q@D ///\( FDx ,%Wrong! You used 7.48, instead of 8.34  B "#$%&'  N !2/ S%@DD Gz @D ///a8KDx 1*Wrong! You should have divided the percent  B #%((  N) !2/ Y @DD Gz @D ///<&Dx  Right  B    ** N) !(/ܶm۶m:@DD D ///M`7Dx Wrong! 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You will need more;"#,##0" lbs./day =" "("0" mg/l."0.0.00 "("0%")""= "#,##0" lbs./day" 0.0" ft." "("0" in.)" #,##0" ft." "x "0.0" ft." #,##0" ft. x"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_)"= "0.00" MGD." "= ".00" MGD" #,##0" gal." .00" MGD"#,##0" lbs./day""= "#,##0.0" lbs./day""= "#,##0.00" lbs./day" 0%" of"                + ) , *      " ! !  A!     "     # !  !  "    "    ! #     "     !!    " # ! ! +! ! # "  " " "  " " #  ! !  # ! +" " # " " ! ! " "@ @   # " #  " " " @" `RSheet1`iZR   3  @@  a)b)c)d)41) "of root control must be added to a sewer that islong. If the root control /chemical is in a solution that consists of onlymust be added to the sewer?FORMULAS NEEDED;lbs./day = MGD x mgl x 8.34$Volume of a cylinder = D2 x .785 x L1 ft3 = 7.48 Gallons%2) Use formula to Calculate lbs./day;A1) Calculate the Volume of Pipe, then convert to Million Gallons;x.785 =ft3 x7.48 gal./ft3 =  1,000,000lbs./day = MGD x mgl x 8.35 lbs./day = x 8.343) The chemical is only= "A".the chemical, how many lbs. of the solution " yT9 @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} m} } } } m}  } } } } m} } } m } I} I } $ ;@;@;;;;;;; ;@ ;@ ;@ ;@ ;@;@;@; ~ +H@ ~ -E@ .  ~ ,@  ~ ZC@  ZZ     & * P !f0s: d@PD D Q?D Q@.ADGz @D 000<&Dx  Right  B "#$%& P !f0WEz7@PD D Q?D Q@.ADGz @D 000kUDx ;4Wrong! You multiplied the %. You should have divided  B #$'' P !f0Bf@PD D Q?D Gz @.ADGz @D 000k4  UDx ;4Wrong! You used 8.34 to convert to gallons, use 7.48  B ())P !^0D @HDDQ?D Q@.ADGz @D 000n XDx >7Wrong! You did not convert the diameter from in. to ft.  B ())**//( 1 ( 222222    =E@ D = W @ D   W222222  ( 222222   334  >@ D  >522 1( 26222  (224822? @D @ @D @ <Y@D 1U@DDDQ? UU ~  A@ 9:2;;22  (222222B@D  X XX%SYA DQ@ SS% Ek2?D.A EE222222 CDDEEE222222*222222 1  4 NRQ?DNNN2 &222222F JKk2?D K HLH@D I7<22  T%];O@ D! Vs: d@ D D  V2222F J+M%];O@ DDGz @MMMGG<22  ORQ? D VV2222 2222222<<22<2  R2222*2Q22222<<22<222222*2Q22222<<22<222222*2222222<<22<222222<nB.))$.::a:::D.mBD.., (  db  s *Go @ % ]`+`X2  S  @ v z ]`ldB @ s *D@ z Y z]`pldB @ s *D@ Y ]`8xpB  6D@ =]`5xpB  6D@ ]`LrjB @ 0D@  ]`ErjB  0D@  q ]`[ldB   s *D@ e] `( >@       7     !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKLNQRSUVWX[\]^_`abcdefghijklmnopqrstuvwxyz{|}~՜.+,0 PX|  Cleveland State University Sheet1  Worksheets FMicrosoft Excel WorksheetBiDocumentSummaryInformation8 _1184838727? F..Ole PRINT>A. K   R   ''  ' ~' ~Arial ؟ww wp f-"Systemp f !-'-   2 !42) ..-'- ~ 2 !26 mg/l...G.R2 !C2of chemical was previously used to treat a flow of.*..G*.;.*..)..*'.*.......;.%2 ! The chemical cost is4..*..G*.*.**2 $1.25....# 2 /lb..-'- 7 C2 C(A chlorine residual test determined that7*.....*....*...G.....-'- ~ C2 (chemical would be satisfactory. How much*..G*.;.....*.*.*.'<.;G.*.Times New Roman؟ww wp f-I2 , money would be saved per month by using theN22,/H2222,',2,22,!N2222/2'212,-Arial\ C؟ww wp f-2 19 mg/l.--C--$2  dose instead of thes..*..*...... Arial ؟ww wp f-2 < 26 mg/l...G.-2 dose?..*..--'-   2  (1 mo. = !2N28--'- ~ 2 31 days)....'*- 2 a),! Arial #؟ww wp f- Arial5 ؟ww wp f-  2  ) - 2 b)2!- Ariald ؟ww wp f-  2  ) - 2 c),!--  2  ) - 2 d)2!--  2  ) --'-   2  19 mg/l. of..G..-'-    %2 ! 65,500,000 gal./day.............'-'- {| 2 -'- {|[ 2 k-'- {n 2 ~--'- 3au 2 E $128,609.25888888888aZ 2 /mo.T8-'- }3u 2 E $389,217.38888888888Z 2 /mo.T8-'- 3u 2 E $148,175.74888888888Z 2 /mo.T8-'- }3_u 2 E $532,613.25888888888_Z 2 /mo.T8-'- ~-'- - - - !- - !- - !- {{- !{- - !- yy- !y- - !- -'- ~-'- D -4 - -'CompObjfObjInfo@C Workbook: -+SummaryInformation(BD ff8Excel.Sheet.89qOh+'0@HT` x  smomMicrosoft Excel@#/@a)՜.+,0 PX|  @\pmom Ba= ;=| %x<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in. area." 0" mg/l." 0.0" MGD."#,##0" lbs./day," 0.00" MGD""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" in." #,##0" feet" #,##0" lbs."#,##0.0" lbs."#,##0.00" lbs."#,##0" gal./day,"#,##0" gal./day.""$"#,##0_)"/lb.""$"#,##0.0_)"/lb.""$"#,##0.00_)"/lb.""$"#,##0.00_)"/mo." 0" days)""= "0.00" MGD" 0" mg/l. of" 0" mg/l. =" "x "0" mg/l."#,##0.0" lbs./day,"#,##0.0" lbs./day" "x "0" days""x ""$"#,##0.00_)"/lb.""x ""$"#,##0.00_)"/lb. =" " x ""$"#,##0.00_)"/lb. =""$ "#,##0.00" per month"                + ) , *        " !  !  A!     "   # !  !  "    "     ! #       ! "    A!    !! ! !  " "  "    " # " "  " ! "  ! " ! ! ! " " " !! "@ @ `Sheet1`iZR3  @@  ~a)b)c)d) 2of chemical was previously used to treat a flow ofThe chemical cost is(A chlorine residual test determined that, money would be saved per month by using thedose instead of thedose?42) (1 mo. = FORMULAS NEEDED;lbs./day = MGD x mgl x 8.34 1,000,000 Dwere previously using, to get the amount of chemical you are saving;?1) Subtract the amount of chemical you are using from what you -(chemical would be satisfactory. How much (not used)\2) Use the chemical formula to determine how much the chemical "not used" would have costed; lbs./day =x 8.34Mo." *Ae| @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } $ } I} } m}  } I} } I} I} } } m } } I} $ ;@;@;;;;;;; ;     ~ @:@  ~ J͝ J ~ .?  ~  A3@ A        3@D    !B:@D  " !  ~ /?@O "G5f@1DD D .AQ@D 567[EDx +$Wrong! You used 7.48 instead of 8.34  B #$%&'(O "I5gff}A3DD D .AGz @DD 567< &Dx  Right  B $%))(O "A5 A A+DD .AGz @D 567Y(CDx )"Wrong! Subtract the two mg/l doses  B *O "A5A+D D .AGz @D 567YpCDx )"Wrong! Subtract the two mg/l doses  B *&+442301, 8   -    9;A D  9999 % <`P@D .A <  ; ::::<< =$  8"?:@D? >C3@D C!D@ DDD   8    K`P@D KKE@D ::::  +Fz߭@DDGz @FFF Lz߭@DMG?@ D GGI?DI'Nfff}ADDDNNNNN  ::H . vtB*L@6>08e (  dB  s *D@|   ]`;ldB  s *D@]Z]`\&>@+2         7 DocumentSummaryInformation8 _11848404495UG F..Ole PRINTFI Cleveland State University Sheet1  WorksheetsI  {   i''  ' p' pArial ,؟ww wa f-"Systema f !-'-   2 !43) ..-'- p 32 !If a hypochlorite solution is..'..*...*....* 2 !52% ..J2 !xhypochlorite and.'..*......2 ! 41 mg/l..G.E2 !R )of hypochlorite is required at a rate of ..'..*...*..........{2 Mwhat is the required GPH of hypochlorite solution if its specific gravity is;..*.......A7<..'..*...*....**..**..)'*2 1.04?....Times New Roman؟ww wa f- 2 a),! Arial0 ؟ww wa f- Arial x؟ww wa f-  2 z ) - 2 b)2!- Arialq J؟ww wa f-  2 z ) - 2 c),!--  2 z ) - 2 d)2!--  2 z ) --'-  2 t325 MGD,...EA<-'- N}- 2 =-'- h}g 2 w--'- h !2 8,904.69 Gal./Hr.888888N8H!-'- }h 2 288.71 Gal./Hr.d88888N8H!-'- h !2 1,067.71 Gal./Hr.888888N8H!-'- h !2 1,110.42 Gal./Hr.888888N8H!-'- p-'- i- -}- !}-- !-}}- !}-- !-{{- !{-- !-yy- !y- -'- p-'- D -4 - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObjMfObjInfoHKOWorkbookZ ,SummaryInformation(JLP @\pmom Ba==O ": <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1Arial1Arial17Arial1.Times New Roman1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in. area." 0" mg/l." 0.0" MGD."#,##0" lbs./day," 0.00" MGD""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" in." #,##0" feet" #,##0" lbs."#,##0.0" lbs."#,##0.00" lbs."#,##0" gal./day,"#,##0" gal./day.""$"#,##0_)"/lb.""$"#,##0.0_)"/lb.""$"#,##0.00_)"/lb.""$"#,##0.00_)"/mo." 0" mg/l" 0.0" MGD," 0.0"?" 0" MGD,"0.00" Gal./Hr." 0.00"?" 0" MGD""x "0" mg/l =" 0" Gal./Day".00 "("0%")""= "0.0" Gal./Hr."0.0" Gal./Day"0.0" Gal./Hr."#,##0.00" Gal./Hr."                + ) , *       " ! ! A!     "     #  !    "     " #    @  ! ! "  A!       !  # " ! #  " " "   ! " "@  "  "@ @   !! ! # " `Sheet1`iZR3  @@  1a)b)c)d) 43) If a hypochlorite solution ishypochlorite and)of hypochlorite is required at a rate of Mwhat is the required GPH of hypochlorite solution if it s specific gravity isFORMULAS NEEDED;%lbs./day = MGD x mgl x 8.34 lbs./gal.1) Calculate Gallons / Day; 8.34 lbs./gal. Is used to convert gallons of water to lbs. of water. In this case, we want gallons, so we just drop the 8.34 from the formula.Gal./Day = MGD x mgl Gal./Day = (If the solution was 100% pure.)pure. You will need more;3) The solution is only 2) Convert Gal./Day to Gal./Hr.; 24 Hrs./ Day= "B"`** While specific gravity has an affect on HP, it will not affect the volume of chemical needed. *d? @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } } I} } $} } I} m)} )} )} $)} } } I} }  } $ ;@;@;!;;;;;;     ,   ~ -J@   ~ .D@  ~ LPt@L   ~  /Z@ & G "5JXd@D DGz @D JKKXBDx (!Wrong! Do not use 8.34, see below  B ##$#%&'G "+JUUUUծ@D DD JKK<D&Dx  Right  B ####(('G "YJY@CD  D DDD D333333?B JKKf@PDx 6/Wrong! Specific gravity has no effect on volume  B ####G "+JVUUUU r@D DD JKKk,UDx ;4Wrong! You multiplied the %. You should have divided  B #)))&*33120)+ 4  ,)))   )) 7  77777& ))777777 4 $ ))777777  $ ))777777& ))777777 $)))) 8MPt@DM9D@D 9!:@ DD:::) 6))) 4 )))) =@D >@DY@ DDD))))  CCBDDD))))  ;<p= ף?D 5)))) EY@D E@!FUUUUծ@ DDFF)))  I  777 ?p= ף?DAp= ף?DAFFF H))7777 ")))7777 4 `**LL*66*6<2v:e~.(  dB  s *D@  ]`;   BvCFDEF75%<FNAWv @q v ]`ldB  s *D@ ]`S>@+2   7 Oh+'0@HT` x  smomMicrosoft Excel@#/@8՜.+,0 PX|  Cleveland State University Sheet1  WorksheetDocumentSummaryInformation8T _1184866648O F..Ole YPRINTNQZsL  G 6   2 ''  ' 1' 1Times New Roman؟ww w f- 2  44) Convert 22!C222,! Arial& ؟ww w f- 2 d300...62 5degrees Fahrenheit to Celsius .....*3.......<.*.*- 2 a),! Arial ؟ww w f- Arial ؟ww w f- Arial+ :؟ww w f--"System f !-'- ----  2 zo)"- 2 C)B- Arial ؟ww w f-  2  ) -'- 1-  2 b)2!-----'- ----  2 zo)"- 2 C)B--  2  ) -'- 1-  2 +c),!-----'- ----  2 zo)"- 2 ,C)B- Arialf ؟ww w f-  2 ( )- 2 +Q -'- 1  2 d)2!-----'- *----  2 zo)"- 2 C)B--  2  ) -'- 1--'- m%  2 332888-'- m%  2 572888-'- .m%  2 167888-'- m%  2 +149888-'- 1-'- 2 - - 2- !4- 2- !,- - !- - !- - !- - !- **- !*- -'- 1-'- DH -4 - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObjfObjInfoPSWorkbook~ !SummaryInformation(RT $ # % @\pmom Ba= =--&<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in. area." 0" mg/l." 0.0" MGD."#,##0" lbs./day," 0.00" MGD""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" in." #,##0" feet" #,##0" lbs."#,##0.0" lbs."#,##0.00" lbs."#,##0" gal./day,"#,##0" gal./day.""$"#,##0_)"/lb.""$"#,##0.0_)"/lb.""$"#,##0.00_)"/lb.""$"#,##0.00_)"/mo." 0" mg/l" 0.0" MGD," 0.0"?" 0" MGD,"0.00" Gal./Hr.""("0" F -32)" "= "0" C"                + ) , *       A " !  ! A!     "     #  ! ! !  !    "     ! " #   " !# "    A!     "    "   " "@ @ `pSheet1`iZR3  @@   a)b)c)d) 44) Convert degrees Fahrenheit to Celsius oCFORMULAS NEEDED;= C(F-32) 2f @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } } } } } m} I} m.} .} .} } $.} } $ } I} }  } $  ;@;#YYYY;;    ~ 2r@  ( !!!" @ $3t@ D 3 %&]p GDx -&Wrong! (F-32)/1.8, See solution Below  B '()*+@ $*3@D? 3 %&]@pGDx -&Wrong! (F-32)/1.8, See solution Below  B (,,+@ $*3qqb@D ?3 %&< p&Dx  Right  B -   @ $%3UUUUUd@D?3 %&]pGDx -&Wrong! (F-32)/1.8, See solution Below  B ..-.(/886745.0 9 1... = = ; "....~ :f@& :<.... ?r@ D ?* >qqb@D  ?" >>....~ :f@& :>>>....X,,NL8} (  dB  s *D@  c ]` ldB  s *D@U ) ]`)>@+2j       7 Oh+'0@HT` x  smomMicrosoft Excel@#/@CES՜.+,0 PX|  Cleveland State University Sheet1  WorksheetDocumentSummaryInformation8 _1184866669M]W F..Ole PRINTVY (s FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x  smomMicrosoft Excel@#/@i|D  7   H''  ' O' OTimes New Roman؟ww w f-"System f !-'-  2  45) Convert 22!C222,!Arial ؟ww w f--'- Oe  2 }100...2 d  Arial ؟ww w f-72 D degrees Celsius to Fahrenheit 33433.B3.3.38333333- 2 a),! Arial} ؟ww w f- Arial! ~؟ww w f----'- G----  2 o)"- 2 F)8- Arialx ؟ww w f-  2  ) -'- O-  2 b)2!-----'- G----  2 o)"- 2 F)8- Arialq ؟ww w f-  -'- O-  2 +c),!-----'- G----  2 o)"- 2 ,F)8--  2 ( ) -'- O-  2 d)2!-----'- *G----  2 o)"- 2 F)8--  2  ) -'- O-'- N.o 2 2-'- o.N 2 2`-'- .{ 2 2--'- {H  2 +38882 + 8-'- {oH  2 1328882  8- -'-   2  8- -'- {H  2 2128882  8-'- .{H  2 56882  6-'- O-'- H- - 2- !4- 2- !,- - !- - !- - !- - !- **- !*- -'- O-'- D -4 - -'CompObjfObjInfoX[Workbook x!SummaryInformation(Z\ @\pmom Ba=H=| 8"u<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1Arial1Arial1Arial1.Times New Roman1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in. area." 0" mg/l." 0.0" MGD."#,##0" lbs./day," 0.00" MGD""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" in." #,##0" feet" #,##0" lbs."#,##0.0" lbs."#,##0.00" lbs."#,##0" gal./day,"#,##0" gal./day.""$"#,##0_)"/lb.""$"#,##0.0_)"/lb.""$"#,##0.00_)"/lb.""$"#,##0.00_)"/mo." 0" mg/l" 0.0" MGD," 0.0"?" 0" MGD,"0.00" Gal./Hr.""("0" F -32)" "= "0" C""("0" F x 1.8)" 0"F"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) #,##0"F"                + ) , *      A " !  ! A!     "     #  ! ! !  !    "     ! " #      "    A!       ! " "@ @ #   # " ! #  `aSheet1`ia)b)c)d) degrees Celsius to Fahrenheit 45) Convert oFFORMULAS NEEDED;= C (Cx 1.8)+32+ 32 = g @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } } $} } } m} I} m-} -} -} } $-} } $ } I} }  } $  ;@;"YYYY;;@ @    ~ AY@ D ( !< #C`@ D C $%c<p MDx 3,Wrong! (C x 1.8)+32, See below for solution  B &'()*< #*Cj@D? C $%<2Dp&Dx  Right  B 3'++*< #*C98B@+*D ?C $%cpMDx 3,Wrong! (C x 1.8)+32, See below for solution  B ,< #%CrqK@D?C $%c8pMDx 3,Wrong! (C x 1.8)+32, See below for solution  B --,-(.776345-/ 8 0--- @ @ ? : :---- =Y@D == > > * Bj@ D?  BB--1-( 1111111---1-( ;;99911---1-( --99911---1-X,,NX,,>@+2b    7 ՜.+,0 PX|  Cleveland State University Sheet1  WorksheetsfH  7  DocumentSummaryInformation8 _1184869631_ F..Ole PRINT^a ''  ' ' Times New Roman؟ww wf- 2 46) On22!H2 Arial ؟ww wf-2 MondayA,,,,'Arial |؟ww wf- 2 P On }A.-2 + Thursday0,,(,,'-"2  the totalizer read....(....-"Systemf !-'-  2  -'-  72 What was the daily average flow?_2,H,'2,2,/,2,!,1,!2H. 2 a),! Arial 6؟ww wf- Arial ؟ww wf-  2 ` ) - 2 b)2!---  2 ` ) - 2 c),!---  2 ` ) - 2 d)2!-- Arial ؟ww wf-  2 ` ) --'- 3 '2 A flow totalizer read7.;..(....- -'-     2  )-'-     2   )- -'-   2 11,156,800 gal.o..........-'- D 2 T114,081,002 gal............-'- } 2 -'- } 2 -'- N}@ 2 P- Arial ؟ww wf--'- 3 2 J 114.08 MGD66666QKF--'- 3 2 o 25.73 MGDD8888SNH-'- 3 2 o 40.03 MGDD8888SNH-'- }3 2 o 34.31 MGDD8888SNH-'- -'- - - }- !}- - !- }}- !}- - !- {{- !{- - !- yy- !y- -'- -'- D -4 - -' FMicrosoft Excel WorksheetBiCompObjfObjInfo`cWorkbook 5SummaryInformation(bdff8Excel.Sheet.89qOh+'0@HT` x  smomMicrosoft Excel@#/@Fv՜.+,0 PX|  @\pmom Ba=`=| *$<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1Arial1 Arial1Arial1Arial1Arial1Arial1.Times New Roman1& Wingdings 3"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in. area." 0" mg/l." 0.0" MGD."#,##0" lbs./day," 0.00" MGD""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" in." #,##0" feet" #,##0" lbs."#,##0.0" lbs."#,##0.00" lbs."#,##0" gal./day,"#,##0" gal./day.""$"#,##0_)"/lb.""$"#,##0.0_)"/lb.""$"#,##0.00_)"/lb.""$"#,##0.00_)"/mo." 0" mg/l" 0.0" MGD," 0.0"?" 0" MGD,"0.00" Gal./Hr."#,##0" gallons"0.0 0.00" MGD," #,##0" gal." "- "#,##0"- "#,##0" gal." 0" Days""= "0.00" MGD""not "0" Days" 0" Days,"" not "0" Days"                + ) , *        ! A!     "     # ! !  !    "    ! " #    !#      A!    "     "   # ! "   "  "  #  #  #  "  " #  # #  #  ! "  "   " "@ @  "  !  # `=Sheet1`iZR3  @@  da)b)c)d) What was the daily average flow?MGDOn the totalizer readMondayTuesday WednesdayThursdayFridaySaturdaySundayA flow totalizer read46) On DaysJ1) Subtract the two readings to determine how many gallons passed through;11) Divide by the number of FULL days that passed;= "B" Zi @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } } $ } I} } } m} } I*} *} *} m} *} F}  } $ } $} } } } I} m} $ ;@; ; ;;;;;0;0 ,0 ,0 ,0 ,0 ;0,0,0,0;0,0,0,0,0,0,0,0,0,0,0,0  C AAAAA~ 9GeA 9999 D C ~ 828888  . E 2E  M7 !%.G:#/\@D.A ./"WpADx ' Wrong! You have learned nothing!  B "#$!%&' M7 !j.u9% &9@TD? D.AD"D.ADB. /">p(Dx Wrong!   B ( 9 Np #Dx  $  B  NN =Op 'Dx  D  B O' M7 !0.&tD@DD.A. /"WpADx ' Wrong! You have learned nothing!  B ")! M7 !.n'A@ D. /"<p &Dx  Right  B "**)*F2++000--012345G60000000 :00000000,5505G00000000 0 =2A D. ====0055505G00000000 0 ?GeAD ????005550H00X Qp BDD  6*D D e  "B6 @  00000 00! =A D D  >>>005550H00X Qp BDD  6*D D e  "B @  00000$ 000000005550G00X Q p BDD  6*D D e  "B B  00000 :" 00000005550H00X QpBDD  6*D D e  "Be @  00000$000000005550H00XQ|pBDD 6*DD e  "B @ 00000 00<A D  ;;;+Kn'A@DD.AKKKKKK00XQxpBDD 6*DD e  "B @00000J@DJJJKKKKKKK00XQpBDD 6*DD e  "B @0000000000 L 550000PG@:DD DDDDB 00000,00000055505G0000000(00000055505G000007I!DD   B7I?!DD   B(0000P055505G000007I!DD   B7I!DD   B(00000055505G000007I!DD   B7I!DD   B(00000055505G000007I@!DD   B7I!DD   B(00000055505G000007I!DD  B7I!DD  B(00000055505G000007I!DD  B7I!DD  B(00000055505G000007I!DD  B7I!DD  B(00000055505G00000#I@ %#I? %,00000055505G0000000,00000055505G0000000>n0N66B[ 0z0z(  dB @ s *D@=  ]`rjB  0D@jJ  ]` ldB  s *D@L  ]`D%>@+2       7  ?    5D?     D7  %   DocumentSummaryInformation8 _1184874474%5g F..Ole PRINTfi Cleveland State University Sheet1  Worksheets7J | T   ''  ' '                           ! " # $ % & ' ( ) * + , - . / 1 4 5 6 8 9 : ; > ? @ A B C D E F G H I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ ` a b c d e f g h i j k l m n o p q r s t u w z { | ~  Times New Roman؟ww w}f- T2 347) If the grade of a sanitary sewer has a slope of22!!2,1!,2,2!,',2,!/',H,!2,','22,2!Arial >؟ww w}f-Arial ؟ww w}f-2 *0.50%555T-"System}f !-'-  K   2 Y for08!-'-  2 350 feet,8888832 what is the rise of the pipe?G88288!288888888- 2 a),! Arial[ ؟ww w}f- 2 Feet=88 Arial ؟ww w}f-  2 X ) - 2 b)2!- 2 Feet=88 Arial  ؟ww w}f-  2 X ) - 2 c),!- 2 Feet=88-  2 X ) - 2 d)2!- 2 Feet=88-  2 X ) -'- }m 2 -'- }mF 2 X-'- } 2  --'- z 2 l351.88888-'- z  2 1.75888-'- z  2 0.02888-'- z  2 0.18888-'- -'- - -- !-- !-- !-}}- !}-- !-{{- !{-- !- -'- -'- D -4 - -'CompObj0 fObjInfohk2 Workbook H(SummaryInformation(jl3  FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x  smomMicrosoft Excel@#/@`9՜.+,0 P @\pmom Ba=PC=| D%<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1Arial1Arial1Arial1Arial1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in. area." 0" mg/l." 0.0" MGD."#,##0" lbs./day," 0.00" MGD""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" in." #,##0" feet" #,##0" lbs."#,##0.0" lbs."#,##0.00" lbs."#,##0" gal./day,"#,##0" gal./day.""$"#,##0_)"/lb.""$"#,##0.0_)"/lb.""$"#,##0.00_)"/lb.""$"#,##0.00_)"/mo." 0" mg/l" 0.0" MGD," 0.0"?" 0" MGD,"0.00" Gal./Hr."#,##0" gallons"0.0 #,##0" feet," 0.000 0.0000 0.0% 0.00%" =" #,##0" ft.""x "#,##0" ft.".00 "("0.00%")" .00" =" .00")" .000" =" .000                + ) , *       ! A!    "      # !  !    "     ! " #   "    A!    !#   !#      " A !  @" "  "  " " # #  "  ! "  ! "@ @  #   `2Sheet1`iZR3  @@  a)b)c)d) 347) If the grade of a sanitary sewer has a slope offorwhat is the rise of the pipe?FeetFORMULAS NEEDED;RISERUNSLOPE ==Slope =or(Slope = ft. = "B"5  @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??U} } } I} } } } I} (} (} (} $} (} } } } } } } I} m} $ ;<;;;;;;;     , 6766869999 ~ :? 6~ ;u@ 699999.I  (1u@D D D  12 !^p HDx .'Wrong! Yeah right, it goes straight up!  B "#$%I  !3? D D  34 !<,p&Dx  Right  B "&&%I  %3Q?D D d 34 ![( pEDx +$Wrong! You divided the answer by 100  B 'I  3gfffff? D  34 !Z(pDDx *#Wrong! You divided the answer by 10  B (('(.)00./,-(* 5  +((( > = == BC{Gzt? D C  D E{Gzt?D  E > = == J{Gzt?D  J =  ==( JJ ?u@ D  ??( , ((((  K{Gzt? D  K @u@ D  @@ F  Ap D RISE ( L M{Gzt? D  @u@ D  @@ F ! G?  D D  H  + x22TY>.(  dB  s *D@8  ]`*ldB  s *D@  ]`    B8C DEF75%80   @  Z]`>@+2         7 DocumentSummaryInformation87 _1184923216o F..Ole < PRINTnq= X|  Cleveland State University Sheet1  WorksheetsK  K   ''  ' '  Arialr ؟ww wf9- =2 ($48) A crew surveys a sewer from STA.33=.3A.3-3-.3.3A33M=9=Arial ؟ww wf9- 2 k9+.02 54.00....2  to STA.747 2 K 32+0..02  65.25....62  If the elevation of the manhole....)......G.....Times New Roman؟ww wf9- 2 (+!2 farthest!,!2,'.2 =to the traetment plant) is22,!,,N,22,2!'-K2  -is the elevation of the second manhole if the*....)......*.*...G.......-2  grade is .1!,2,'-- 2 a),! Arial N؟ww wf9- 2 Feet=88 Arial H؟ww wf9-  2 l ) - 2 b)2!- 2 Feet=88 ArialU n؟ww wf9-  2 l ) - 2 c),!- 2 Feet=88-  2 l ) - 2 d)2!- 2 Feet=88-  2 l ) -"Systemf9 !\-'-  u 2 742.6 feet,whato......;..-Times New Roman؟ww wf9--'- , 2 = 0.0017 FT/FT,222227<7<--'- ,  2 3.9%88-'- , 2 738.78888-'- }, 2 746.58888-'- },  2 7.4.88-'- -'- - - - !- - !- - !- {{- !{- - !- yy- !y- - !- -'- -'- D -4 - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObjv fObjInfopsx Workbook zESummaryInformation(rty Oh+'0@HT` x  smomMicrosoft Excel@#/@[n՜.+,0 PX|  Cleveland State University                           ! " , d & ' ( ) * + - A B / 0 1 2 3 4 5 6 7 8 9 : ; < = > ? @ I C D E F G H J c e L M N O P Q R S T U V W X Y Z [ \ ] ^ _ ` a b t g h i j k l m n o p q r s w x y z { | } ~  @\pmom Ba= =-b%} <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1.Times New Roman1Arial1Arial1Arial1& Wingdings 31& Wingdings 31Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in. area." 0" mg/l." 0.0" MGD."#,##0" lbs./day," 0.00" MGD""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" in." #,##0" feet" #,##0" lbs."#,##0.0" lbs."#,##0.00" lbs."#,##0" gal./day,"#,##0" gal./day.""$"#,##0_)"/lb.""$"#,##0.0_)"/lb.""$"#,##0.00_)"/lb.""$"#,##0.00_)"/mo." 0" mg/l" 0.0" MGD," 0.0"?" 0" MGD,"0.00" Gal./Hr."#,##0" gallons"0.0 #,##0" feet," 0.000 0.0000 0.0%#,##0.0" feet,"#,##0.00" feet," 0"+" #,##0" ft"#,##0.0" feet"#,##0" FT/FT.,"#,##0.0" FT/FT.,"#,##0.00" FT/FT.,"#,##0.000" FT/FT.,"#,##0.0000" FT/FT.,"#,##0.0000" FT/FT," "- "#,##0.00#,##0.00" ft.""- "#,##0.00" ft."0\ "hundred +"0\ " hundred +" 0.00" =""= "0\ " hundred +""= "0\ " hundred +" "STA "0"+" "STA "0" +" 0.00" =" #,##0.0" ft."!"Slope = "#,##0.0000" FT/FT""= "#,##0.0000" ft/ft""= ".0000" ft/ft" .0000" ft/ft".0000" ft/ft x"#,##0.0" feet,what""is at"#,##0.0" ft.""is at "#,##0.0" ft.".0000" ft/ft x"                + ) , *       " A ! A"  ! A!    "      !    # !  !    "      ! " #  A! "    !   ! ! # !  "@ @    # # # # ! # ! ! @!     !#   # " # " " " ! !   ! " # " # # # " " # # " #     !    " `Sheet1`iZRC3  @@  '%a)b)c)d)Feetto STA grade is (to the traetment plant) isfarthestclosestFORMULAS NEEDED;= SLOPERISERUN@1) Convert survey station numbers into feet, then Calculate Run;Run = TreatmentPlant2) Calculate Slope;(Higher Elevation)(Lower Elevation)3) Add or Subtract the 'rise' to get the other Elevation; The manhole-is the elevation of the second manhole if theIf the elevation of the manhole$48) A crew surveys a sewer from STA.So, the other manhole= "B"RISE =" @_y @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } } I} } } } I} $0} 0} 0} } $0} $} } } } } } I} m} $ ;@;#;#;#;;;;; ; ;   J@ P :"@9K@  8@@7PP@  ; <  !~ fA!@  fg   " ### I_Q[?,JJJ!$$% " ## 0 2& !!! " ##### 0 = 'L+n@vDclosest /D dD D dD D2D dD D dD DB LM (h/RDx 81Wrong! That is the rise, not the final elevation.  B $&&)&*+,= 'LE]@Dclosest 5D dD D dD DD8DD dD D dD DB LM (<</&Dx  Right  B $&&)&..,= 'LLS;T@6Dclosest DDDDB LM (/Dx Dclosest :3You subtracted, when you should have added the rise=3You added, when you should have subtracted the rise"  B $&&/&= 'LN`@Dclosest 5D dD D dD DD8DD dD D dD DBd LM (_/IDx /(Wrong! Now you are just making stuff up!  B $00/041KK&2-3405 ? 2 &6000 Q  Q d  ee& ?$ 000 Q Qeee `@@ D ``  EPP@D  a@@ D aa  bPP@ D  b& c@ D dD  cc  `"@ D ``  DK@ D  a"@ D aa  bK@ D  b& cЍ@ D dD  cc ?2 0000 Q QV_Q[?D.VVV0000R@ D QVVVV0000  \@ D  ]]0000  [Ѝ@ D  [[ ]]i_Q[? D iiiR@D QQ00  F! ^@ D D ^ ]]!R+n@ DD(QQ0000^_BBB.000@AAA >,000@BBB ?*0000--- CSX/D farthest QQ@T4@*Dclosest  $ $B"TT0000 CYU/CDclosest must be HIGHER.must be LOWER.Bmust be LOWER."UU000*0000 QQrC|/\Dclosest !You must ADD the 'rise' to&You SUBTRACT the 'rise' fromBYou SUBTRACT the 'rise' from@W4@*Dclosest  $ $BW000 QQ000  Y_Q[? D YYYY@\4@*Dclosest  $ $B*\\\0000>C8/(Dclosest + -B-\+n@D]]0?W4@)Dclosest   $B WWOZZZZZZ?X/)Dclosest  $  B XLNE]@6Dclosest DDDDB NNN h 0 0 0HGGGGG 0@DhDjJq8DnDi|Yi2>FF)Y|;B(  jb  0G @KpZ]`-f^2  c $Ǩ @_i3]`-zFj ^ !C  M -] !`-jb " s *LG  @^]"`,-jbB # s *D _]#`-zFj ^ $C /x] $`h-jb % s *LG  @^]%`-jbB & s *D _]&` -ldB ' s *D@  ]'`@ -ldB ( s *D@//](` -ldB / s *D@  ]/` -ldB 0@ s *D@ e]0` -rjB 9 0D@ x/]9`( -ldB ; s *D@--];` - <  BCDEF75% Z @-]<`@ -ldB ?@ s *D@[]?` -rjB A 0D@t]A`8-rjB B@ 0D@  ]B`9->@+2Z+                 7/  %  % DocumentSummaryInformation8} _1184923314m}w F..Ole  PRINTvy 6 Sheet1  WorksheetsDH   K   ''  ' ~' ~Times New Roman؟ww w fw-  2 49)22!Arial ؟ww w fw-*2  A map with a scale of 7G..;..**...2 X 0.625 in.=.....0 2  100...72  feet indicates that manhol"A" is....*..*..G....7*2  from manhole "B".GG.....7-K2 -What is the actual distance between manholes?_2,'2,,,2,2',2,,2,H,,2N,222,'. 2 a),! Arial h؟ww w fw- 2 ft. Arial1 ؟ww w fw-  2 D ) - 2 b)2!- 2 ft.-  2 D ) - 2 c),!- 2 ft. Arial ,؟ww w fw-  2 D ) - 2 d)2!- 2 ft.S-  2 D ) -"System fw !\-'-  [  2  7.50 in..... Arial ؟ww w fw-Times New Roman؟ww w fw--'- a } 2 -'- } 2 --'-   2 4.7C88-'-  2 1,200.0.88888-'-   2 8.3C88-'- }  2 83.3888-'- ~-'- - - }- !}- - !- }}- !}- - !- {{- !{- - !- yy- !y- -'- ~-'- D -4 - -'CompObj fObjInfox{ Workbook. %SummaryInformation(z|  FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x  smomMicrosoft Excel@#/@lkq՜.+,0 P @\pmom Ba= =-- $ <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in. area." 0" mg/l." 0.0" MGD."#,##0" lbs./day," 0.00" MGD""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" in." #,##0" feet" #,##0" lbs."#,##0.0" lbs."#,##0.00" lbs."#,##0" gal./day,"#,##0" gal./day.""$"#,##0_)"/lb.""$"#,##0.0_)"/lb.""$"#,##0.00_)"/lb.""$"#,##0.00_)"/mo." 0" mg/l" 0.0" MGD," 0.0"?" 0" MGD,"0.00" Gal./Hr."#,##0" gallons"0.0 #,##0" feet," 0.000 0.0000 0.0% 0" in.=" 0.0" in.=" 0.00" in.=" 0.000" in.=" 0.00" in." #,##0.0 0" ft." 0.000" in.""= "#,##0" feet,""= "#,##0.0" feet,"                + ) , *       " A ! A" "  ! A!    "      # !  !    "      ! " #  "@ @ " " "    A! "    A!  " " " ! # !#   #  "  !   "  "  #  `sSheet1`iZR3  @@  a)b)c)d)49) feet indicates that manhol"A" is-What is the actual distance between manholes? A map with a scale of from manhole "B"xft. Measurement '= Actual Diatance Scale Scale factorr  @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } I} I} } I} } m } /} /} /} m} /} } $} I} } } } I} m} $ ;@;$;$;;;;;; ;   ;  4?3Y@  ~ <@<   , !!!""""!!!#!!!!!0% !!!""""!!!#!!$$$2 &!A@ DD AB ' `oJDx 0)Wrong! You forgot to divide by the scale.  B "%%%%(%)*+2 &'A @DDD AB ' `oJDx 0)Wrong order, the scale goes on the bottm.  B ",,%%(%--+2 &'A@DDD AB ' <o&Dx  Right  B "%%%%.%2 &AVUUUUT@ D  AB ' U4o?Dx %Wrong! Still Guessing are you?  B "%%//./00:;89/1007,56/1  C / E EE F FFFF/  D , DDDD@FFFFF/ I@ D II   GY@D G' J@@ D D D " JJJJ/ ~ H?, HHHHJJJJJ/0HH/////0=>>???/////"ZH444xHH4 (  dB  s *D@  ]` ldB  s *D@  ]`>@+2          7 DocumentSummaryInformation8 _1184926781 F..Ole  PRINT~ ` X|  Cleveland State University Sheet1  WorksheetsKB , 7   ''  ' ' Times New Roman؟ww wfW-  2 50)22!Arial ؟ww wfW-42 If a repair job can be done by......*.........' 2 -14..2  people in...... 2 W17..72  hours, how long will it take for...*..;...;.+..-%2 to do a similar job?222,'N,!22. 2 a),!- 2 d12.. Ariale ؟ww wfW-- 2 h02. 2 min.G. Arial ؟ww wfW-  2  2 - 2 b)2!- 2 d47..-- 2 h67. 2 min.G.-  2  7 - 2 c),!- 2 6).-- 2 h4). 2 min.G.-  2  ) - 2 d)2!- 2 d47..-- 2 Q36.. 2 min.G. 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Times New Roman1 Arial1 Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in. area." 0" mg/l." 0.0" MGD."#,##0" lbs./day," 0.00" MGD""Yes";"Yes";"No""True";"True";"False""On";"On";"Off" 0" in." #,##0" feet" #,##0" lbs."#,##0.0" lbs."#,##0.00" lbs."#,##0" gal./day,"#,##0" gal./day.""$"#,##0_)"/lb.""$"#,##0.0_)"/lb.""$"#,##0.00_)"/lb.""$"#,##0.00_)"/mo." 0" mg/l" 0.0" MGD," 0.0"?" 0" MGD,"0.00" Gal./Hr."#,##0" gallons"0.0 #,##0" feet," 0.000 0.0000 0.0% 0" in.=" 0.0" in.=" 0.00" in.=" 0" people" 0" people in"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0" people," 0" hrs." 0" hrs. x" 0.000000 0.00000" ="0.0" hrs.""= "0.0" hrs." 0.0" hrs.""(".00" hrs. x"#"(".00" hrs. x 60 sec./hr.) =" 0" min." 0" hrs.," 0" hrs. +"                + ) , *       " A  ! A"    ! A!     "      ! A!    " #  " "    #  " ! "@ @ !    !#     !#    # ! "  "  " " "    ! " " " !  "     "  "    A!  "     " " " `Sheet1`i*a)b)c)d) 50) people in hours, how long will it take forto do a similar job?Hours,min.If a repair job can be done byhours, then it would take of the time.So,1) Set up the problem;+2) Convert Decimal Hours yo Hours, Minutes;== "D"R _! @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } I} } I} I} m} } /} /} m/} /} m} /} } $} I} } m} } } I} m} $ ;@;&;&;;;;;;  Z@   <@,,,,   ~ 4,@  ~ 51@  ~ I@I  .!"""#$$$$"""%#""""""2'()***+OOOPPPQRPPPSS&6 ,-(@ DB 7 8. D<  'coMDx 3,Wrong! How did you get this far in the book?  B  T//UVSS6 ,-G@ DB 7 8.@ D   1d(oNDx 4-Wrong! You did not convert hrs. to hrs., min.  B  T//XXSS6 ,-@ DB 7 8.8$I$@ D<  'XoBDx (!Wrong! Wrong order of operations.  B  T//WWSS6 ,-G@ DB 7 8. 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Arial L؟ww w f-2 &5,9583333 Arial ؟ww w f- Arial (؟ww w f---'- 6----  2 YdB8- 2 ~3d%- Arial 0؟ww w f-  2  d -'-  6-  2  b)2!-2 17,87533333----'- *6----  2 YdB8- 2 ~3d%- Ariale ؟ww w f-  2  d -'-  6-  2 Mc),!-2 T160,872333333----'- 62----  2 IYdB8- 2 5~3d%--  2 J d -'-  6-  2  d)2!-2 7,0203333----'- X6----  2 YdB8- 2 ~3d%--  2  d -'-  6-  2 52) ..2 WHow many tons of backfill would there be in problem 51 if the backfill material weighed<.;G..'..*...*+;.............G......*+G...;.....- 2 a),!-2 11,09433333- 2 Tons>882-  2  ) - 2  b)2!-2 33,28333333- 2 Tons>882-  2  ) - 2 c),!-2 299,544333333- 2 Tons>882-  2  ) - 2  d)2!-2 13,07133333- 2 Tons>882-  2  ) - 2 53) ..92 !If a loaded dump truck could haul........G..*+*......2  18 tons each,....*..*.T2 f3how many truck loads would be needed in problem 51?o..;G..'.*+...*;................G...- 2 a),!- 2 H616 333-2 Trucks>!8222-  2  ) - 2 H b)2!- 2 O H727 333-2 H Trucks>!8222-  2 E  ) - 2 c),!- 2 H617 333-2 Trucks>!8222-  2  ) - 2 F d)2!-2 M 16,64233333-2 F Trucks>!8222-  2 C  ) --'-  V 2 1,654 ft. long.o.......-'- * $2  3,724 lbs./cu. yd.?.....**.'..-'-  6-'-  7- - `- !d- `- !\- - !- - !-  - !-  - !- - !- - !- **- !*- - !- XX- !X- - !-   - ! - - !-   - ! - - !- - !- = = - != -   - ! - ; ; - !; -   - ! - -'-  6-'- D_ -4 - -'CompObj fObjInfo Workbookv &dSummaryInformation(   @\pmom Ba=i=--"<X@"1Arial1Arial1Arial1Arial1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1Arial1Arial1Arial1Arial1Arial1Arial1Arial1Arial1Arial1Arial1Arial1.Times New Roman1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in." #,##0" lbs."0.0 0" ft."0" ft. wide x"0" ft. deep x"0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_)#,##0" lbs./cu. yd.?"0" tons each," #,##0.0#,##0" ft. long." 0.00" ft." 0" in. =" #,##0" ft.""- "0.00" ft. =" #,##0" ft. x"#,##0" cu. yd."#,##0.00" ft. x"#,##0.0" cu. yd."#,##0.0" cu. ft.""x "#,##0" lbs. cu. yd. ="#,##0.0" tons" #,##0" tons" "- "#,##00" tons/truck"" = "#,##0.0" Trucks"&!#,##0.0" Trucks or there will be".0" truckoads left over."#,##0" Trucks = 'C'"                + ) , *      " ! 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How much backfill will be required to fill the trench?!Sewer is going to be installed inYd3 51)52) WHow many tons of backfill would there be in problem 51 if the backfill material weighedTons!If a loaded dump truck could haul3how many truck loads would be needed in problem 51?53) TrucksFORMULAS NEEDED;!Volume of a rectangle = L x W x H$Volume of a cylinder = D2 x .785 x L 1 ton = 2,000 lbs. 1 yd.3 = 27 ft.3  DiameterVolume of a rectangle = =ft.3ft.4Convert to yd3  27 ft3/yd3  .785 x+3) Subtract pipe volume from trench volume;/1) Calculate the volume of the trench in (Yd3);,--2) Calculate the volume of the pipe (in Yd3);*+yd3&This will give you the volume of fill.yd3  #51 ="A"(3) Calculate the wieght of fill in tons;2,000 lbs./ton You must round up to 2 qm] @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} }  } m}  }  } I} $2} 2} 2} } 2} $} I} m} } } I} m} $ }  } $ 2;@;";";"wwww   ; ; ;;;;;;  6*@7"@`ؙ@` ~ 55@    ~ 50@ & !""# $*%&'''&&(&&""""".#)%&'''&&(&"""""&V *^9.aHADD  +m h1WD x =6Wrong! You forgot to divide by 27 ft./cu. yd.. in #51.  B $ 2222V *%9Q(@DD  +yl1cDx IBWrong! You forgot to take out the top section for concrete in #51.  B $2222  1 ~ 82@ 3 2222,12222.V *(9@@DB +pp1 ZDx @9Wrong! You divided by 9 instead of 27 ft./cu. yd. in #51.  B 2222!4U'@ D DV *,9@DB +yt1cDx IBWrong! You forgot to take out the top section for concrete in #51.  B 2222!4}@ DDV *,9H@DB +<x1 &Dx  Right  B 2222!48@}BB@ D DV *,9@@DB +m|1WDx =6Wrong! You forgot to divide by 27 ft./cu. yd.. in #51.  B 2222!40pV@@ D D,W2222 :*2222   3"32222   332222N"@D N,<<<1<11 :!=0@DoUUUUUU? D o1<11 *<<<1<11  >"@DaUUUUUU?Da!o@ DDo1<11  Yؙ@DYYY ;@ؙ@ D A*@D ?@D$<<<1<11 ;'CVUUUA!DDD 3<<< N*@D N11BX^F2G?F2`2j0$0<Ry0< !"#@$%&'(*+,./01  D <<<1<11!!BVUUUA!D !3!lٷ@& D! !lH!=5@!D!n?& D! !n ! 1! <11" "k "kllH<<<1<11$#2222 $:"$ $: $222 %%2 %I$%22 &2&F?&D!&F?&D! &&Gؙ@'D &G22&fٷ@!D!& f & 2#&  '21'mS@'D&D&Q?D&'m'l}hb@' D''lHEE'g}hb@(D'' g ' 2#' ( (k(kllH22!(h.@/ D++ddd2, ,c(,cdddd2 .:'".2222/\>@0D+/]!/_7@}BB@1 D/D0 /_ /L)'/ZH@D/?A /ZZZ !/ [*?/ D/D0/ [[[[0^2@/D 0^__'0M@@/ D/?A 0K22 03*11X7@}BB@0D/1XX222$i,<<(JJ4>4x%00 (  ^ a #  %] `H<phB  0D@ !]`<phB  0D@| ]`=phB  0D@)a]`>phB   0D@}] `>phB   0D@4?] `phB  0D@PY]`zB  BDAg*]`ܰphB  0D@ .]`@zB  BDAg((]`phB B 0D@)]`2phB  0D@..]`h3B  HD7A*d?L]`H4d\2   c $ @?Y] `4jb  s *   0Q]`5jb  s * @"a]`6   B.C2DEF75%2$. @  ]`6xpB  6D@-]`87B  TD@?"]`7B  TD@?"l ]`jB @ TD@?"  ^]`kB  TD@?"-]`lB    fD@?"] `mB ! TD@?" C Q]!`nB "@ TD@?" Q Q]"`oB $ ND@?"" " ]$`p % H1@?"+!^)$]%`1r <=<B & ND@?"( ( ]&`s ' H@?"+'^)*]'`t <=< ( H,@?"+'^)*](`,u <=< ) H|@?"+'^)*])`|v <=<B * ND@?" ( %(]*`wB , ND@?",,],`x - H@?"+i].]-` y <=< . Hl@?"+iA.].`l(z <=<  0  0e0e    B:CDE F7 5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||:' @S"0<U1K]0`({>@ !!(('(""!"'' ,,+, (( && '' ((  11 // // //00/0++++++7 7 HT` x  smomMicrosoft Excel@#/@ǿ՜.+,0 PX|  Cleveland State University Sheet1  WorksheetsDocumentSummaryInformation8 _1184938105u F..Ole  PRINT " DJ  l   ''  ' ' Times New Roman؟ww w* f(- 2 54) A(n)22!H!2!Arial :؟ww w* f(-2  9 ft. wide x.;..*2 1,650 ft. long.......l2 Ctrench must be excavated and the spoils removed from the premises. ..*.G.*...**.)........*..*.G.)...G....G*.*+2 Qand each truck can carry.....*..*+*..*.'2 h 14 tons.....*'2 How many truck loads <.;G..'.*+...*-32 ]are required if the trench is,!,!,22!,2!2,!,2,2'-- 2 *a),! Arial& ؟ww w* f(-2 w1,1173333 Arial ؟ww w* f(-2 Trucks>!8222 Arial ؟ww w* f(-  2 S ) - 2 $b)2!- 2 559'...-2 Trucks>!8222 Arial7 J؟ww w* f(-  2 S )-  2   ) - 2 *c),!-2 w1,6753333-2 Trucks>!8222-  2 S ) - 2 $d)2!- 2 5587333-2 Trucks>!8222-  2 S ) -"System* f( !\-'- n 2 The spoil weighs4..*..;...*-'- An "2 ~2,585 lbs./cu. yd......**.'.-'- p 2 11.0 feet deep?s..........-'- -'- - -- !-- !-- !-{{- !{-- !-yy- !y-- !- -'- -'- D -4 - -' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObjF fObjInfoH Workbook ESummaryInformation(I Oh+'0@HT` x  smomMicrosoft Excel@#/@՜.+,0 PX|  Cleveland State University @\pmom Ba=P&=i-d#<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1Arial1Arial1 Arial1Arial1Arial1Arial1Arial1Arial1Arial1Arial1Arial1.5Times New Roman15Arial1 Arial1.Times New Roman1 Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in." #,##0" lbs."0.0 0" ft."0" ft. wide x"0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_)#,##0" lbs./cu. yd."#,##0" lbs./cu. yd.?"#,##0" ft. long" 0" tons."0.0" feet deep?" 0" in. =" 0.00" ft.""- "0.00" ft. =" #,##0" ft."#,##0" cu. yd." #,##0" tons"#,##0.0" tons"" = "#,##0.0" Trucks".0" truckoads left over."0" tons/truck"#,##0" Trucks = 'C'""x "0.00" ft.""x "#,##0" ft." "= "#,##0#,##0" cu. yds. ="#,##0" lbs./cu. yd x ""= "#,##0.0" tons"$#,##0" Trucks or there will be"                + ) , *       " ! A" "   ! ! !  "           ! A!    "   " #   !  " "       #    " "     !  ! !  "     A!     ! " # !  " #  # ! "  #   " # " " " #  !    ! ! !  " "  ! "  " " " A# # !#   !#    "@ @       `Sheet1`iZR))3  @@  ca)b)c)d)Trucksand each truck can carryFORMULAS NEEDED;!Volume of a rectangle = L x W x H 1 yd.3 = 27 ft.3  /1) Calculate the volume of the trench in (Yd3);,-Volume of a rectangle = ft.3Convert to yd3  27 ft3/yd3 (3) Calculate the wieght of fill in tons;2,000 lbs./ton You must round up to1 ton = 2,000 lbs."4) Calculate the number of trucks;54) A(n)Ctrench must be excavated and the spoils removed from the premises. The spoil weighsHow many truck loads are required if the trench isK {z @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} $} m} }  } I } m} $ <} m<} <} m} <} $} I} m} } } } I} } $ !;@;';';';;;;;     @  ="@>ș@ " q qq~ @2@@   !"~  ?,@  # $%#####&&((y p~ A&@"B'"##$%##&&&&&.(()*+'',++-VWW''vvv w. /0t@D 1V @Dx &Wrong! You used 1,000 lbs./ton,  B 2rrs3aaa55xt@ DB;6n۶m[t@%DDDDD  w. /7x@ D 1<&Dx  Right  B 2rr Q z0;Dx !instead of 2,000 lbs./ton   B  8aaa554p@ DB;6n۶m[t@%DDDDD  w. /0,@D 1pxZDx @9Wrong! You used 9 ft./ cu. yd. instead of 27 ft./ cu. yd  B 2ttu8aaa554,@ DB;6%I$.@%DDD DD  w. /0p@D 1gQDx 70Wrong! You need to round up the number of trucks  B 2rrs8aaa554p@ DB;6n۶m[t@%DDDDD .99:EFCD2;vvv. G<<<< H, <<<< , I<<<< I  I$ I<<<<. JJJ:J::YYY H ,KLL:J:: JJJ:  Zș@D ZZZ  MNNg&@Dg:J::o"@D oo[&@ D\ș@D JJJ X"@D J::O]]]'^ADDD I JJJ<:: P JJJ__``aa]]]7AD I b@ Db<J``aac e ebb<J``aa$<<<< H"<<<<k2@ D kkkm@Dm!n@ZmA DDnf@ D ffTTT< ddfffTTT H"<<<<h@D hhh!ln۶m[t@ DD l Q' jx@D?A jjjjjS,@D SSSll<!Rm۶m? DD RRRR Ux@ D UU<<<<@DfT27QH22>>T2>e[g>|>(4>4r ' ip@D?A? ( (  jB  0D@ C]`KrjB  0D@   ]`MrjB  @ 0D@ i] `Sld  s * @ 'Q ]`0X|B  BD@XQX]`QB @  `D@?" ]`tB  ND@?"M + ]`(z  NPc@?"^]`Pc4{ <=<   Hxc@?"f*]`xcLr <=<   H؝c@?"f*]`؝c[ <=<   H8c@?"f*]`8c[ <=< B ! ND@?"]!` ^ " Hc@?"i+]"`c_ <=<  # HXc@?" ji S]#`Xcd? <=<  $  0e0e    B:CDE F7 5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||:' @S"<xi]$`T@ldB % s *D@ i]%`<ldB & s *D@ O C]&`xpB ' 6D@  I]'` %ldB ( s *D@<](`h >@/2     7   7 DocumentSummaryInformation8M _1184945127 F..Ole R PRINT $ Sheet1  Worksheets FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x H     6''  ' 5' 5Times New Roman؟ww w| fv-  2 55)22!"System| fv !-'-   2 QGiven the following information, would it be less expensive to finish the job in H2,22,!22H212!2!N,22H2222,,'',32,2'2,2!2'22,222Arial\ >؟ww w| fv--'- 5  2  3.-'- w  2  days, or finisho..'*..*.-'- 5- B2 'the job in one day by working overtime?)2,22222,2,/2/H2!22122,!N,.Times New Roman؟ww w| fv-  Arial ؟ww w| fv- !2  Actual job time =7*....G.0 Arial B؟ww w| fv-  -02 WTravel time & set-up time =4.).G.7*...G.0--  -"2 G Average Work day =7)....S.+..'0!2  Hourly pay rate ==<..'..'..02 _ Overtime is A).G.* 2 w 1.50...12 a times the normal hourly rateG.*....G....'..- 2 a),! Arial ؟ww w| fv-72  Cheaper to do the work with O.T.B3333333333A3/A3H9 Arial ؟ww w| fv-  2 a ) - 2 jb)2!-:2 q"Cheaper to do the work in two daysB3333333333A3/3A333-. Arial r؟ww w| fv-  2 ga ) - 2 c),!--2 Costs the same either wayB3..33.3M3333A3--  2 a ) - 2 hd)2!-!2 oNone of the above=B333333333-3-  2 ea ) - -'- 2  2 2.81...-'- 2 2 S22.50....- --'- k -  2  )--'- K k  2 n--'- K  2 [ 15.00 hrs.....*-'- K  2  1.50 hrs....*-'- yK  2  8.00 hrs....*-'-  yK   2  18.25.... 2 w $).2   )-'- 5-'- 6-  - - !- - !- - !- __- !_- - !- ]]- !]- - !-  -'- 5-'- D -4  - -'CompObjS fObjInfoU Workbook w5SummaryInformation(V @\pmom Ba= =-'<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1Arial1Arial1 Arial1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1. Times New Roman1.Times New Roman1Arial1.Times New Roman"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in."0.0A<_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)\+ 0.00" hrs""+ "0.00" hrs""- "0.00" hrs"0.00" hrs. pay""+ "0.00" hrs ="0.00" hrs. total pay""O.T. x "0.00" ="=8"subtract "0.00" hours to determine hours paid at O.T.)"                + ) , *      ! "  !  "             " " #   !  "         "  !  ! !#    #  #  #    "    !#     !  ! !           " " " # # # ! !  ! !    " ! A"  # "   # # # " " "@ @ "    " `Sheet1`iZR3  @@  a)b)c)d)'the job in one day by working overtime? Overtime is times the normal hourly rateActual job time =Travel time & set-up time =Average Work day =Hourly pay rate =None of the above55)CALCULATE THE COST BOTH WAYS:1) Cost for completing the work in one day, with overtime;( straight time )( Actual job time ) ( Travel time & set-up time )( paid at O.T. Rate )%(Add up the total hours worked, then ((Add them together for total hours paid)+(Convert O.T. hours to straight time hours)+ ( Total pay )QGiven the following information, would it be less expensive to finish the job in days, or finish&2) Cost for doing the work in two days" B]A @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } m} } I } I } m} $ /} m/} $/} $} m/} m} } }  } } } m} } $ ;,;!;!;!,@,@,@,@; ; ; ; ; ;;;;@;;;; S TUVUUVWVWXV ' [@ D?A W,WWWUY *!!]]] \D Try lowering the ' job time' the 'Travel and set up time' or the 'Average Work Day' to keep the total Work Days under 4 SO MY HEAD DON'T EXPLODE  B \\\\\0!  4~  =.@  OOO(^@ D D D __ \\\\\\#!#"  5~  Q?  RRR!^6@ DD ``!!\\\\\\//22  6 ~  Q @ RRR***\\\\\\///  6 ~  >@2@ ??P**\\\\\\/ 1/~  f?  3 *)*+***'/(;;<*)*+**~ ? c$ %7 DD )"Cheaper to do the work in two daysaDD ' Cheaper to do the work with O.T.#Costs the same either way"B# Cheaper to do the work with O.T. /Z<DDx *#Wrong! Scroll down for the Solution  B 89(-~ ? c$ % & DD  Costs the same either wayjDD )"Cheaper to do the work in two days* Cheaper to do the work with O.T."B%"Cheaper to do the work in two days /<  th&D x  Right  B  /:/~ @  c$ % &DD ' Cheaper to do the work with O.T.cDD  Costs the same either way,"Cheaper to do the work in two days"BCosts the same either way .Z DD x *#Wrong! Scroll down for the Solution  B  /:/~ @  c$ % & .Z 0  DD x *#Wrong! Scroll down for the Solution  B  /:/~ @ . ,./// @ , ,./// A*,./// CDCC.//  A /Ed @ D dddd/ 8 M "D   $   B  ME e /D  (Set-up, Day 4)  B   ,F.@D B.// 8 M?"D   $   B ME e/D  (Set-up, Day 3)  B(Set-up, Day 3)   ,G?D B.//  M? D  NE e /D  (Set-up, Day 2)  B(Set-up, Day 2)   ,H @D B.//  M? D  NE eT /D  (Set-up, Day 1)  B(Set-up, Day 1)   ,'F!@DDD B.//  L M.@ D  N , C/// # Z3@  %  Z  A  AA ,F!@Da?D a!I)@ DDI/ C////I)@D JJb @D b!K4@ DDKK6F[TThF2>F\:(  dB @ s *D@ * ]` P>@/2             7r Must be between 1 and 4Data Error "You messed up"Number must be between 1 and 4   You are making me think too hard{Try lowering the "Actual job time" or the "Travel and set up time" to keep the total under 4 Days OR MY HEAD WILL EXPLODE /  in% to smomMicrosoft Excel@#/@;頛՜.+,0 PX|  Cleveland State University Sheet1  Worksheets        * +               ! " # $ % & ' ( ) < i - . / 0 1 2 3 4 5 6 7 8 9 : ; j > ? @ A B C D E F G H I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ ` a b c d e f g h u t l m n o p q r s x y z { | } ~  DocumentSummaryInformation8Z _1184948023 F..Ole _ PRINT E'     c t''  ' b s' b sTimes New Roman؟ww w f- 2 V56) Estimate the total cost and cost per linear foot of a sewer construction project. 22!='N,,2,2,,2',22,2'2,!2,,!!222!,',H,!,22'!2,222!2,,"System f !-'-  F2 * The project consists of installing =2,2!2,,,22'''2!2',21 ArialH t؟ww w f--'- b s  2 93Arial[ ؟ww w f-2 ( manholes andG.....*...2  3,500 feet of.......-E2 ) Costs are estimated as shown below: C2'',!,,'N,,2,''22H22,2HTimes New Roman؟ww w f--'- uq  B2 'EXCAVATION AND BACKFILL________________8C=BCB9BBBBB=B=C388................--'- b s[ 2  345.0033333[ 2  $32   -2 per foot....--'- q } F2 *COST OF PIPE__________________________-___=B39B3338.............................--'- b s 2  259.0033333 2  $32   -2 per foot....--'- mq  N2 /MANHOLE + INSTALLATION_________________________RBBBB884B39B88B9BB.........................--'- b sS 2 5 3,725.00333333S 2  $32   - 2 each..*.Times New Roman؟ww w f- Arial ؟ww w f-  2 *  - 2 }a)3 Arial ؟ww w f--  2 s* ) - 2 b)3--  2 * ) - 2 {c).--  2 q* ) - 2 d)3- Arial L؟ww w f-  2 * ) -- 2 q+a)3-_ 2 j$2698888-  2 g* ) - 2 +b)3-C_ 2 $6058888-  2 * ) - 2 o0c).-_ 2 h$6148888-  2 e* ) - 2 +d)3-A _ 2 $3558888-  2 * ) --'- c '2  COST PER LINEAR FOOT:HN8C<CHC'HCHH<NNC!- ! P - --'- o 2 v 1,241,284.008888888882 v$ 82 v )-'- mO 2  940,025.0088888888O2  $ 082  )-'- m 2 t 2,117,725.008888888882 t$ 82 t )-'- kM 2  2,147,525.00888888888M2 $ 82  )--'-   2 36 inch sewer...*.*.;.--'- o 2 TOTAL JOB COST:oCNCHC2NCHN8C!- ! \- -'- b s-'- c t-  - ko- !k- so- !s- _c - !_- gc - !g- kk- !k- - !- ii- !i- - !- gg- !g- __- !_- - !- ]]- !]- - !- [ [ - ![ - -'- b s-'- D -4  -- 'CompObj` fObjInfob Workbook P0SummaryInformation(c  FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@H`l Brian StapletonmomMicrosoft Excel@(@w՜.+,0 P @\pmom Ba=  =--#&<X@"1Arial1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1.Times New Roman1Arial1Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) #,##0\ "ft." 0.00\ "hrs." 0\ "in.""$"0.00\ "/ft." 0.0\ "miles" #,##0.0"$"0.00\ "/hr." #,##0.0000 #,##0.000"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"#,##0" feet of"0" inch sewer"'""$"#,##0_);\("$"#,##0\)" per foot"&!"$"#,##0_);\("$"#,##0\)"per foot"#,##0.00" per ft.""x "#,##0" ft.""x "#,##0" ft =." "$ "#,##0.00#,##0" manholes ""x "#,##0" ea. =""x "#,##0" ft. =""x "#,##0" ft. =" #,##0" ft.""= $ "#,##0.00" per ft."$"= $ "#,##0.00" per ft. = "\C""#"= $ "#,##0.00" per ft. = 'C'"                + ) , *   "  , !           !   ,   ,   "@ @ " !! ! !    "   #  ! " ," " ,!" # # " !" " " !"  # # !   #  #  "@   `bSheet1`iZR3  @@  "each) Costs are estimated as shown below:V56) Estimate the total cost and cost per linear foot of a sewer construction project. per foota)b)c)d)* The project consists of installing manholes and/MANHOLE + INSTALLATION_________________________*COST OF PIPE__________________________-___'EXCAVATION AND BACKFILL________________TOTAL JOB COST:COST PER LINEAR FOOT:TOTAL JOB COST;1)"Excavation and backfill of trench.2)3) Cost of pipe.Cost of manholes.4) Total cost. (Excavation)(pipe) (Backfill) = "D"COST PER LINEAR FOOT;41) Divide the total job cost by linear feet of pipe." QR0 @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"dX??cU} } } }  } } }  }  } } $ (  ; ; ; ; , , ;! ;! ; ; ; ; ; , ; ; ; ; ; ;              ~ '"@  #X@*B@  +     ~  $u@     ~  $0p@     !!~  %@   !!!% !  , ,,,W( AD X ' Wrong! Wrong order of operations  B ! "& 15 22AD D DDD  22c MD X 3, You fat - fingered the calculator  B  ! "& 30 2,AD DDD  22d l ND X 4-Wrong! You forgot to add the excavation cost.  B  ! "& 10 4.(@AD D DD  44Y @ CD X )"Wrong! You only counted 1 manhole.  B  ! "& 36 4bb@A  D D DDD  44< , &D X  Right  B  !  !  ,,,,,! & 5"!)AAp@ D Dd NDX 4-Wrong! You forgot to add the excavation cost.  B ! & 6!):@  D DYCDX )"Wrong! You only counted 1 manhole.  B ! !& 5"!(,@  D D!< &DX  Right  B !!!!! !& 6!(Kp*v@ D D!WADX ' Wrong! Wrong order of operations  B !!!!! !!!!!!cMDX 3, You fat - fingered the calculator  B !!!!! -!!!!!!!!!! . 0///// ?// /7u@D 77<X@D!8l2A DD8=l2AD>  @  / . 0/////=+AD>  @  / /70p@D 77<X@D!8+A DD8=^@D>  @  / . 0/////#Abb@A %B  C  / /9"@D 99:@D :!;^@ DD;/// -//////// /////////// =bb@AD ===!E,@ DDEE//// /DX@DDDEEE//// //////// Dml.b."XXX""6.Pu}..lG ! " # $ % & '  /////////// !/////////// "/////////// #/////////// $/////////// %/////////// &/////////// '///////////  (  dB @ s *D@ ]`h>@     7 DocumentSummaryInformation8g _1184954623 F..Ole k PRINT, Xl t|  STAPELTONt1 Sheet1  Worksheets FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@O!    ''  ' ' Ariala ؟ww wf-  2 57)z..Times New Roman؟ww wf-c2 =The average cost for contractors to clean the city sewers is =2,,2,!,1,,2'!2!,22!,,2!'2,,,22,,/',H,!'' Arial, ؟ww wf-e7 2  5.95...e* 2  $.2 *  -2 s per foot for..... 2 e6.80... 2 $.2  -"Systemf !-'- <6 B2 C'per foot for and $7.85 per foot of 1.72,!!22!2!,2222222,!!222!22 ArialR ؟ww wf---'-   2 Kand...0 2 7.85...{ 2 M $.2 {  2 per foot for.....-c2 =The city is considering purchasing a new jet & vac truck for =2,,/',22'2,!2122!,2,'21,2,H,M2,,!2,2!2!-c7 2  284,318......c 2  $.2   @2 s &and hiring a 3 man crew to operate it.........G..*.;......-$2 Operator A makes RH2,!,2!,H,N,2,'-M2 P$19.57.....12 per hour, operator B makes..........7G.+.* 2  $18.59.....12 s per hour, operator C makes..........<G.+.*-a2 17.892222a 2 $22  -?2 B%per hour. Health care & benefits cost.....<...*..7....**.* 2 k37%8..J2 1 of wages. .;...*-B2 j'The cost/year of the jet truck will be =2,,2'/,,!2!2,,!2,2H2,-2 l for 10 years....'..*62 s The time for the crew to clean 4..G....*.;.*...-2 100 feet222!,,-*2 Bof sewer is as follows:.*.;.*.*..;*2 12 sewer takeso..*.;..+.*2 15 sewer takeso..*.;..+.*2 P18 sewer takeso..*.;..+.*-2 C`of non-productive time (travel, cleanup, etc.) will be used for every hour spent cleaning sewers33333333.-3M33-3.333333.A333.3333-3-333.333.33334.3A3.-2 JRWhich is the least expensive option (contractor or in-house) and by how much over _2,2'2,,,',32,2'2,2222!,22!,,2!2!2!222',!,222/22HN2,222,!- Arial ؟ww wf- 2 a)8! Arial ؟ww wf-L2 .Cheaper to buy a jet-vac, cost savings will beE55555 555/55 /5005005/550C55- Arial ؟ww wf-  2 U ) - 2 b)8!-K2 -Cheaper to contract out, cost savings will beE55555 5055 505505005/550C55- Arial ؟ww wf-  2 U ) - 2 c)2!-L2 .Cheaper to buy a jet-vac, cost savings will beE55555 555/55 /5005005/550C55--  2 U ) --'-   2 |d)8!-K2 -Cheaper to contract out, cost savings will beE55555 5055 505505005/550C55--  2 yU ) -'- --'- C\ l  2 m $502,906.66s333333333-'- C2 2  .50 hours.33333.--'- \ }; 2  1.50 hours.s......*-'- K\ ; 2  3.25 hours.s......*-'- \ K; 2 P 4.00 hours.s......*--'- C\ 9  2 m $61,925.0733333333 Arial8 L؟ww wf- -'-  ;@ .2 Y1.80 miles of 15 in. pipe,222L2-2222222--'- c  .2 s 1.70 miles of 18 in. pipe,...G.*.......-'- C .2 S1.60 miles of 12 in. pipe,...G.*.......-'- \ ;0  2  31,275.007....... 2 g$).2  )-'- CC $2 ZSthe 10 year period?R....'.......--'- C\ el  2 m $625,505.80s333333333-'- C\ c9  2 m $62,863.3333333333-'- -'- -  - - !- - !- - !- - !- - !- }}- !}- - !-  -'- -'- D -4  - - 'CompObjl fObjInfon Workbook= VSummaryInformation(o @\pmom Ba=d =-!n()<X@"1Arial1Arial1Arial1Arial1 Arial1Arial1.Times New Roman1Arial1Arial1 Arial1 Arial1 Arial1 Arial1 Arial1 !Arial1 !Arial1Arial1.Times New Roman1Arial1Arial1Arial1Arial1.Times New Roman1Symbol1 Arial1Arial1!Arial1Arial1Symbol1Arial1.Times New Roman1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) #,##0\ "ft." 0.00\ "hrs." 0\ "in.""$"0.00\ "/ft." 0.0\ "miles" #,##0.0"$"0.00\ "/hr." #,##0.0000 #,##0.0000.0" miles of pipe," 0.0" miles of 12 in. pipe," 0.0" miles of 15 in. pipe," 0.0" miles of 18 in. pipe,"A<_("$"* #,##0.000_);_("$"* \(#,##0.000\);_("$"* "-"??_);_(@_)=8_("$"* #,##0.0_);_("$"* \(#,##0.0\);_("$"* "-"??_);_(@_)94_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"??_);_(@_)% "$"#,##0_);\("$"#,##0\)"per hr.")$"$"#,##0.0_);\("$"#,##0.0\)"per hr."+&"$"#,##0.00_);\("$"#,##0.00\)"per hr."-("$"#,##0.000_);\("$"#,##0.000\)"per hr."/*"$"#,##0.0000_);\("$"#,##0.0000\)"per hr.""for "0" years." 0" feet" 0.00" hours." .00" hours." 0.0000 0.0000.04/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)!0.00" miles of 12 in. pipe,"!0.00" miles of 15 in. pipe,"!0.00" miles of 18 in. pipe,"3._(* #,##0.0_);_(* \(#,##0.0\);_(* "-"?_);_(@_)"the "0" year period?" 0" in." 0.0" miles" 0" ft./mile" "("0" in.)" 0.00" hrs."0" ft. sections" 0" =" 0" in. =" 0.00" miles" #,##0" ft."#,##0" ft./mile" #,##0" ft. x" "$ "0.00"x "0.00" hrs." "x "0.00"x "0.00"= $"#,##0.00 "= "#,##0.00"= "#,##0.00"- $"#,##0.00#,##0" ft. x" "$"#,##0.0_);\("$"#,##0.0\)                + ) , *  # ,!"     " #    "   "   , " ,   !  " "  @  ! , ! "       "  ,   "  ,!"  ,! +" +"  ,  +"  #    "  "     "  ,!    " ! !   !   ,!  ! ! # #     " # "     " "     "  " ,!" ,! ,! ,    # "   " ," " )   ,  " ! " !   " !" " !" !"4 " " !   ,!" ! ,!" ! "   " " ! ! ! !# !# ! ! !# !" #  #  # , ! #  !    "@ @ ! ! " `"Sheet1`iZR3  @@  aI per foot for57)'per foot for and $7.85 per foot of 1.7and&and hiring a 3 man crew to operate it.Operator  A makes per hour, operator  C makesThe time for the crew to clean of sewer is as follows:12 sewer takes15 sewer takes18 sewer takes`of non-productive time (travel, cleanup, etc.) will be used for every hour spent cleaning sewerscontractor costs in-house cost-cost differencea)b)c)d)%per hour. Health care & benefits cost=The city is considering purchasing a new jet & vac truck for =The average cost for contractors to clean the city sewers is per hour, operator  B makesRWhich is the least expensive option (contractor or in-house) and by how much over Convert miles of sewer to feet .sizemiles feet/mile feet=xCONTRACTOR COST/YEAR:Convert feet of sewer cost.cost/ft.totalTOTAL CONTRACTOR COST/YEARIN HOUSE COST/YEAR1) Calculate labor cost/hr.% Add wages of A,B & C operators. (Total hourly rate)travel &fringe Total labor hourly rateclean upbenefitsCost/hr.+2) Set up grid to calculate in-house costs.hrs. per travel time total cost/Size ft. of pipe 100' sections100 ft. pipe sizeTotal cost/yearJet-vac cost/yearCOMPARE COST/YEARCONTRACTOR COST/YEAR10 year cost difference feet x In-house labor cost= "A" of wages. 'The cost/year of the jet truck will be (Operator A) (Operator B) (Operator C) +R9 -4yLx K !!z @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvert` 9 K ,,"d??cU} } I} m } m} } } } I } m } I} } $ @;;;;;;;  K@  ; @;;;@;,,;Y,   ~ #@ ~ Dd@ E ~ @@ ~ f@ ~ $@ ~ B@e@  C  '&.xZA+z ?     ~ %@  ~ ' @    ~ *@  ~ (B@ C  D)F@D ?F~ )$@    ~ +Y@    ~ K?K   ~ K @K    ~ K@ K   ~ I? J >  ????@??    G$@ D H    . |D6 D 5.Cheaper to buy a jet-vac, cost savings will be7-Cheaper to contract out, cost savings will beB1.Cheaper to buy a jet-vac, cost savings will beD4>#A.D<  $<D<B< .&Dx  Right  B    !.|D6 D 4-Cheaper to contract out, cost savings will be8.Cheaper to buy a jet-vac, cost savings will beB0-Cheaper to contract out, cost savings will beS+cTA=D DDB= "t. 'Dx  Wrong!  B    .D6 D 5.Cheaper to buy a jet-vac, cost savings will be:0Cheaper to contract it out, cost savings will beB1.Cheaper to buy a jet-vac, cost savings will bee+cT@OD9Gz? D9Gz?"D9Gz?BK "X.+5Dx Wrong - only 1 year!  B   T.|D6 D 4-Cheaper to contract out, cost savings will be8.Cheaper to buy a jet-vac, cost savings will beB0-Cheaper to contract out, cost savings will bee\<@<OD9Gz? D9Gz?"D9Gz?B= "x. 'Dx  Wrong!  B   L(M NN OP Q R~ g(@gh?D M ~ j@ f!i@ DDi~ g.@gh?D M ~ j@ f!i@ DDi.--,~ g2@gh333333?D M ~ j@ f!i@ DDi /0 0 ,"M >1V-\@(DDDDD 2H24333SA2DD DDDD, T! M -3D DDD 2/, U" M -4D DDD 2-, k@k O# W O$ -3D DD D-54333SAD,@Dl@D f!Y33333@ DD~ m(@m #6 % 78@D,@Dl333333@D f!Yfffff@ DD~ m.@m 9@D-!54333A  DD,@Dlffffff@D f!Z3@ DD~ m2@m #:@ % --,M#[2333SA7 %D \ P%<; ;,BXhuxdBDDD"BU":vss !;"#$%&'()*,+,-./012345;6789:i@;<=>?& M<;! =7A DD , !T&(!M<;;, "P'("PVPP #P((#PVPP $]$nR3@%D $E"$ %]%nףp= 2@&D %F"%&] &H&op= 1@'D &G"& '#'nfffffL@+ %$&D 'A)"'*(XA)XAPP )V*)P )V+ ) V,) *M *v-*w *x.*y *y/ * x0* +MA+nfffffL@+ D'+p?+ D +p+qQ?1 D+q'+ rV-\@0D+D+D++ *,XA -P1(-XA.Pstuss .s2 .ss . s3 .  . 4.  /z5/z /z6 /{7 /z8 /z /z9 /z /z- / z:/ MMM0g(@ D0g0S@0D 0^7~ 0_Y@ 0 0`?$D 0 0[V-\@0 D+ -0 |z]@1D0D0D0D00 | 1g.@2D1g1S@1D 1^7~ 1_Y@ 1 1` @2D 1 1[V-\@1 D+ -1 |64_@2D1D1D1D11 | 2g2@9D2g2S@2D 2^7~ 2_Y@ 2 2`@<D  2 2[V-\@2 D+ -2 |f1@4 D2D2D2D22 | "3M}~ 4M 4A#4 |: X@5 %03 4 | 5T=5M 5]<5 |@6 D5 | 6M 6];#6 |: =@8 %45 6 | 772333SA0D7 7>7 88: =@9D6 8 8&8 9!9TxҊ@ D7D89n9.0XD9 &Cheaper to do the work in-house$Cheaper to contract it outB"Cheaper to do the work in-house9 ": ;M ;?; <<aTxҊ@<D9 <M <b$@1D!<4>#A D<D<< = =\B= c "> "?Mde DlY:::aaki.dx.:p&aea__&<<& (  dB  s *D@ 6 6]` KldB  s *D@j99]`K>@J)8899<<44 55 66 77112200 11 22 ++++00    7 H`l Brian StapletonmomMicrosoft Excel@(@՜.+,0 PXl t|  STAPELTONt1 Sheet1  WorksheetsDocumentSummaryInformation8s _1173676689 F..Ole w PRINTk F%  f   ''  ' ' Times New Roman[wdw0-  2 58)h..Times New Roman[wdw0-f2 ?Calculate the water horsepower if the pump it operates providesC,,2,,2,H,,!22!',22H,!!2,22N222,!,,'2!222,'2  950 GPMh222H8Y2 againsth,1,2'2 121 feet222!,,K2 r-total dynamic head (TDH) & a spec. gravity of^2,2/2,N,2,,2!=HH!M,'2,,1!,2/2!2  0.92?222.2 * t 2 R  2 a),! Arialw@ {[wdw0- Arialw@7 [wdw0-  2 S ) Arialw@ [wdw0-  2 Sec.7.*-  2 b)2!- Arialw@ [wdw0-  2 S )-  2 c),!--  2 S )-  2 d)2!--  2 S )-"System 0-'- s=  92 !59) If the pump in problem 30 is Z22!!2,22N222!22,N22'-'-   2 p64%22S?2 _%efficient, then what is the brake HP?[,!!,,22,2H2,'2,2!,2,H8.2 ~_ t 2 a),!--  2 S )-  2 |b)2!--  2 yS )-  2 c),!--  2 S )-  2 zd)2!--  2 wS )--'- s  2 41.7 HPt888HC-'- u 2 |91.8 HPt888HC-'- u 2 12.3 HPt888HC-'- s 2 z37.6 HPt888HC-'-  U 2 g-'- A 2 26.71 HP8888HC-'- A 2 95.02 HP8888HC-'- }A 2 58.73 HP8888HC-'- A 2 7.85 HPP888HC-'- -'- - -}- !}-- !-- !-- !-}}- !}-- !-{{- !{-- !-yy- !y-- !-qq- !q-- !-oo- !o-- !- -'- 'CompObjx fObjInfoz Workbookw /SummaryInformation({  FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HTh  s stapletonbMicrosoft Excel@#/@N,5՜.+,0 P    @\p stapletonb Ba=T=-'~'4<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1.Times New Roman1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet".00 #,##0"watts"#,##0" watts," 0.0" HP" 0" v" 0" amps," 0" HP" 0.00" HP" 0.000" HP" 0.0" Amps" 0.00" Amps" 0" Amps" 0" amps." .00"?" 0" GPM" #,##0" GPM" .000"?" 0.00"?" 0.0" HP x"0.0" ft. (TDH)" #,##0" GPM x" 0" x" 0.00" S.G." "= "0.0" HP"                + ) , *        ! " ! A!       "  "     # !  !  "    "   # " ) #   @" ! ! "@ @ !   "   ! ! ! " "  " " "@ "@  @  0@   4    4  0 !   ! ! ! `Sheet1`iCa)b)c)d)Sec.  against%efficient, then what is the brake HP??Calculate the water horsepower if the pump it operates provides58)!59) If the pump in problem 30 is -total dynamic head (TDH) & a spec. gravity ofxGPMTDHWHP =59)BHP = Output HPMotor EfficiencyZ @b @  dMbP?_*+%M \\NEORSD\EMSC_BuildingMaint_203   odXLetter (8.5" x 11")RICOH Aficio 2035 PCL 5eLPT1:  Y''''ddDefault"dX??cU} I} $} } I} } } } } I-} -} I-} } } -}  }  } $ ;;; ;;;;;; ; ; ; ; ;;;;;;;      ~ 3@  ~ 2@^@   ~ 5W@    !!!JK" #$ 4 %%LDW@ #DD LLL[4EDx +$wrong - scroll down for explaination  B !''()* $ 4 %,LKI:@DDxD LLL[8EDx +$Righ - scroll down for explainationt  B !''(++$ 4, %!L4_g@ DD LLL[<EDx +$wrong - scroll down for explaination  B --::- 4, %+L^tE]M@DDQ@ LLL[@EDx +$wrong - scroll down for explaination  B ---::-(,,%&&&&---..-(,,%---..-( ,,%&&&&---..-( ,,%&&&&---..-( /----   ~ 1P@  -- 0000  0- 4 %!MRa(@ DD  N&&[DEDx +$wrong - scroll down for explaination  B -- 4 %!M颋.V@ DD  N&&[HEDx +$wrong - scroll down for explaination  B -- 4, %!MrqD@ DD  N&&[LEDx +$Righ - scroll down for explainationt  B -- 4, %!M,B@ DD  N&&[PEDx +$wrong - scroll down for explaination  B --$/--$/--  "----   6 6 6---    7  87 ~ A@AA---    -  E@DFG@^@DHHI--  =KI:@D >9rqD@ D ~ B@ BBBCq= ףp?DD--  ?{Gz? D   @  ;KI:@D<----8hZvV,,,,,ZB((4T>@ad   7 DocumentSummaryInformation8 _1173676704 F..Ole  PRINT X|  Cleveland State University Sheet1  Worksheets|E     j''  ' q' qTimes New Roman[wdw0-"System 0-'-  '2 60) If a pump outputsT22!!,22N22222'-'- q 2 300 GPMh222H8Y62 magainst a total dynamic head ofh,1,2',2,2/2,N,2,,22!2 168 feet,L222!,,2 & and the pump,222,22N2 2 is' 2 #64%h22S2 Sefficient, what is the brake HP if the fluid being pumped has a specific gravity of,!!,,2H2,'2,2!,2,H8!2,!222,2122N2,22,','2,,!,1!,2/2!2 1.30?222.2  h 2 m  2 a),! Arialw@ O[wdw0- Arialw@= [wdw0-  2 n ) Arialw@ [wdw0-  2 Sec.7.*-  2 b)2!--  2 n )-  2 c),!--  2 n )-  2 d)2!- Arialw@ F[wdw0-  2 n )--'- \  2 23.2 HPh888HC-'- \ 2 10.6 HPh888HC-'- }\ 2 25.9 HPh888HC-'- \ 2 1.8 HP88HC-'- q-'- j- -}- !}-- !-}}- !}-- !-{{- !{-- !-yy- !y- -'- q' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObj fObjInfo Workbook t+SummaryInformation( @\p stapletonb Ba=[=--&P <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1. Times New Roman1Arial1 Arial1 Arial1.Times New Roman1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\) 0" inch" 0" in." "a "0" inch" "a "0" in.""of a "0" inch"/*"of a "0" inch sewer compare to that of a"3."of a "0" inch sewer compare to the area of a"0" inch sewer?" 0" in. area."0.0 0" Gal./Min."0.0" Gal./Min." 0" feet"0.0" Ft./Sec."0.00" Ft./Sec." 0" min." 0" sec." 0" min.," 0.000 0.000000 0.00000 0.0000 0" MGD"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0.0" feet" 0.00" feet" .00" feet".00 #,##0"watts"#,##0" watts," 0.0" HP" 0" v" 0" amps," 0" HP" 0.00" HP" 0.000" HP" 0.0" Amps" 0.00" Amps" 0" Amps" 0" GPM" 0" feet," #,##0" GPM" 0.00"?" 0.0"ft. TDH" 0.0" ft. TDH" 0.00" (S.G.)"0.0" (output HP)"                + ) , *       ! ! ! " A!        "    "     # !  !  "  " ! !      # " # ! "  @! ! ! ) "@ @ "   "   # # " " "8  0 ! ! " "4  4 "@ "8@  0@  "@ "@ # " " `Sheet1`ia)b)c)d)Sec.  against a total dynamic head of and the pumpis60) If a pump outputsSefficient, what is the brake HP if the fluid being pumped has a specific gravity ofx=GPMTDHS.G.WHP = m XO @  dMbP?_*+%M \\NEORSD\EMSC_BuildingMaint_203   odXLetter (8.5" x 11")RICOH Aficio 2035 PCL 5eLPT1:  Y''''ddDefault"dX??cU} m } m } $ } $ }  }  } I }  } 1} 1} I1}  }  } 1} $ }  } $ ;;;!;;;;;; ; ; ; , ;;;;;;J   ~ 4r@  ~ 3e@    ~ 5P@  ~ 6@`@ !!!! ! """##$$%& 9  '1D.R-%@$%DD xDD DDDY|CDx )"wrong scroll down for explaination  B """()* + & 9  '+D=%S07@DGz?D DDDYCDx )"wrong scroll down for explaination  B "" ,-./& 90 '@Dfm? ?*DD DQ@Gz @ DDDY CDx )"wrong scroll down for explaination  B 11881  90 '/D袋.9@DxDD DDD[EDx +$Right - scroll down for explaination  B 111881 (@0'7777111881 (@0'7777111881 ( @0'7777111881 ( @0'7777111881 ( 2 !"""!!"!!!  ; : F GHH"!!!  ?~ @ 1 I JK 1 ( ?1ABC 1    > ;r@D :  Fe@D  GHH<  ~ @ 1  I? D II 1  111 1   > 'E.袋0@ ,xDEE1 1  > 1 1  'N.袋0@,xD NN1  =  O袋.9@D P L{Gz?DMM1 1 0 |dV,,,,,Zf,a"a">@ad  b       7 Oh+'0@HTh  s stapletonbMicrosoft Excel@#/@t?,5՜.+,0 PX|  Cleveland State University Sheet1  WorksheetDocumentSummaryInformation8 _1173694273 F..Ole  PRINT sNG  F   ''  ' ' Times New Roman[wdw0-  2 61)h22!<2 #An automatic chemical feeder treatshH2,22N,,,2,N,,!,,2,!!,,''2 at a concentration ofT,,,22,,2!,222!2 23 mg/l.22N1"System 0-'-  F2 *How many lbs./day of chemical is required?H2HN,2/2'2,/2!,2,N,,'!,22!,2.-'-  C2 ((the Specific Gravity of the chemical is!2,82,,!,H!,2/2!2,,2,N,,'2 1.02.)222! 2 a),! 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"x "0" mg/l.""x "0.00" ="0.00" lbs/gal.""x "0.00" lbs/gal."#,##0.00" lbs/day"                + ) , *       A!  !  "    # #  "  ! !        " !    "     #  !  "  "   # " ! # ! !  #   " " " " " " " "     !!   "@ @ ` Sheet1`i4a)b)c)d)#An automatic chemical feeder treatsat a concentration of*How many lbs./day of chemical is required?((the Specific Gravity of the chemical is61)xlbs./day=MGDmg/l6Multiply 8.34 x S.G. & use it instead of 8.34 lbs/gal. 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" # $ % & ' ( ) * + , - . / 0 1 2 3 4 6 9 : ; = > ? @ C D E F G H I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ ` a b c d e f g h i j k l m n o p q r s t u v w x y z { | ~  T''  ' S' STimes New Roman[wdw0-  2 62)h22!Times New Roman[wdw0-2 37 mg/l.11L0-F2 k*of chlorine is required to treat a flow of2!,22!2,'!,22!,22!,,,!2H2!Arialw@' [wdw0-C2  (The solution available to you, however, 4..*.....).....'....;.).-2 $is only.'22/ 2 k61%22S"System 0-'-  Q I2 ^,of chlorine. If the S.G. of the chemical is 2!,22!2,!2,8H2!2,,2,N,,'-'- S 2 0.96,222:2 "How many lbs./day of solution are H2HN,2/2'2,/2!'2222,!,-02 requires to treat the flow?h....*......;.- 2 a),! 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"x "0" mg/l.""x "0.00" lbs/gal."#,##0.00" lbs/day"0.00" lbs/gal. " 0.00" MGD"                + ) , *       A!  ! " !     # #  "  ! !        "     # !  !  "  "   # ! " # !  @! !! ) " "@ @ !   !!   " # " " " ! # " ! ! "   "   #  " "@  " `Sheet1`ia)b)c)d)*of chlorine is required to treat a flow of (The solution available to you, however, is only62),of chlorine. If the S.G. of the chemical is "How many lbs./day of solution are requires to treat the flow?6Multiply 8.34 x S.G. & use it instead of 8.34 lbs/gal. 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" 2 q9,92e`! q9,9ðkc4hxڭWooDvk0  ذܲt BibZ\[/Sn# )7 w(EC ϝd#9 o&<7WAS- C29٧M*IӱxԢ`9#qdVڃ _ xjgC1=Dp~ӫY~Ѩ>|_ ^Q#t!=_kuAYqkׯ-p oc&s~H]Bh}ZIkW  5߆;cmCDQ taeqW h(w\/f~>=Ml4 -/ܥ.;iUFYjƎ tKMLӈ#GuGKjc+X3Š--9KS؀Q%CzzWzc8ngA@۔uwKOK u6ϱUA\ȟ|O.ٸA_gb5W;=5H#d ?"t5\-Þ[S1HN}  s   /P ''  ' .O ' .O Arial~ ؟ww wXf-  2 65)Times New Roman؟ww wXf-c2 d=The average cost for contractors to clean the city sewers is            $   Arial ؟ww wXf-3 2 6.02 3 2 {$2  -2 4 per foot for  s 2 M6.77 s 2 M$2 M -"SystemXf !-'- D B2 F#'per foot for and $7.85 per foot of 1.7           Arial ؟ww wXf---'- .O   2 M&ands 2 M7.44 s 2 M$2 M 2 MI per foot for  -s2 dH How much will it cost to contract out cleaning of the sewers for a(n) $$ % $           $  - Arial 4؟ww wXf- 2 a) Arial ؟ww wXf- Arial $؟ww wXf-  2  ) - 2 Bb)--  2 A ) - 2 c)--  2  ) --'- O   2 d)- Arial ؟ww wXf-  2  ) -'- .O - Arial ~؟ww wXf- -'-  B! .2 K)3.10 miles of 15 in. pipe,  &       --'- |B, .2 M42.10 miles of 18 in. pipe,  $       -'- BN  .2 $1.75 miles of 12 in. pipe,  $       -'- ?/ 2 J7-'- ?/ 2 7-'- |, 2 410 year period?   -'- / 2 7-'- / 2 7--'-  2  2,489,308.80   2 3$  2  )-'- ?0 2  1,216,883.05   02 3$  2  )-'- ?p 2 C 248,930.88  p2 C4 $  2 C )-'-  2  4,609,405.50   2 3$  2  )-'- .O -'- /P -  - - !- YY- !Y- ]- !Y- ==]- !Y=- }}]- !Y}- ]- !Y- ]- !Y-  -'- .O  'CompObj fObjInfo Workbook 2SummaryInformation( ff8Excel.Sheet.89qOh+'0@H`l Brian StapletonmomMicrosoft Excel@(@߯I՜.+,0 PXl t| @\pmom Ba=  =-j( <X@"1Arial1Arial1Arial1Arial1 Arial1Arial1.Times New Roman1Arial1Arial1 Arial1 Arial1 Arial1 Arial1 !Arial1Arial1Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) #,##0\ "ft." 0.00\ "hrs." 0\ "in.""$"0.00\ "/ft." 0.0\ "miles" #,##0.0"$"0.00\ "/hr." #,##0.0000 #,##0.0000.0" miles of pipe," 0.0" miles of 12 in. pipe," 0.0" miles of 15 in. pipe," 0.0" miles of 18 in. pipe,"A<_("$"* #,##0.000_);_("$"* \(#,##0.000\);_("$"* "-"??_);_(@_)=8_("$"* #,##0.0_);_("$"* \(#,##0.0\);_("$"* "-"??_);_(@_)94_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"??_);_(@_)% "$"#,##0_);\("$"#,##0\)"per hr.")$"$"#,##0.0_);\("$"#,##0.0\)"per hr."+&"$"#,##0.00_);\("$"#,##0.00\)"per hr."-("$"#,##0.000_);\("$"#,##0.000\)"per hr."/*"$"#,##0.0000_);\("$"#,##0.0000\)"per hr.""for "0" years." 0" feet" 0.00" hours." .00" hours." 0.0000 0.0000.04/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)!0.00" miles of 12 in. pipe,"!0.00" miles of 15 in. pipe,"!0.00" miles of 18 in. pipe,"3._(* #,##0.0_);_(* \(#,##0.0\);_(* "-"?_);_(@_)"the "0" year period?"0" year period?" 0.00" miles "" x "0.00" miles "B="="_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)" x "0.00" miles x "&!" x "0.00" miles x 5,280ft./mi. "MH"="_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)" per foot"OJ"= "_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)" per foot" 0" in. pipe"D?"= "_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)'"" x "0.00" miles x 5,280 ft./mi. "E@" = "_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)83_(* #,##0.000_);_(* \(#,##0.000\);_(* "-"??_);_(@_):5_(* #,##0.0000_);_(* \(#,##0.0000\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) " x "0 " x "0" yrs."                + ) , *  #     " # "        , " ,   , # "@ @   "     "  ,   "  ,!  ,  +"  #    "  "     "  ,!   "  ,!     ! ,!"@ ," "  ,"  "  ,!" " " " " ! ! ! !   !   !   `Sheet1`i per foot for'per foot for and $7.85 per foot of 1.7anda)b)c)d)=The average cost for contractors to clean the city sewers is ^Contractor Cost/yr: Multiply cost/ft. x miles x 5,280 ft./mile, then add the totals togetherper year"Multiply times the number of years65)H How much will it cost to contract out cleaning of the sewers for a(n)  @  dMbP?_*+%MLexmark 2200 Series 䤗Lexmark 2200 Series8䤗 䤗"d??U} } I} m } m} } } }  } m } I} $   ; ; ; , ; ; ; @    , , , , @ ,         ~ !Ђ@ ~ M? N ~ #(@ ~ I`s@J ~ "@@ ~ K@j@  L   ~ F$@  F  $ >A:,%  '-./%  '0',%  '1''%  2322%  2324%  2322%  2322% %&%%% 4 hL"."eQE>@         7 a jet-vac, cost savings will beN@@D O< %0 &Dx  wrong  B  ! 2 &! |D D 4-Cheaper to contract out, cost savings will be8.Cheaper to buy a jet-vac, cost savings will beB0-Cheaper to contract out, cost savings will beN"9'AD! O< % &Dx  wrong  B   '56553 '56553 '7 89  9  3 ' :>;jt \@(DDDDD <H <p= cA 2DD DDDD  3 '7 @ D -=6@DDDD<83 '7@ D->Kx@DDDD<53 '5@ D-=׻]@DDD D5 ?p= cAD  3 '5#@/L&A % A B/L&A D  3 '5C8@D5! ?@@ D D   3 '5#D/L&A %553 >0hXxdBDDD"B]6"wfts""L||zt ! " # $  'EFE E 3!'EFE!! G"9'A D D! 3"'EFEE3 #'EFEE3 $34333 P*A>@ j     7 .DEDDA .F GH  H  A . I>Jgffff\@(DDDDD KH KA 2DD DDDD  A .F@ D -Lne@DDDDKGA .F@ D-M+\q@DDDDKDA .D@ D-LHz_@DDD DD NAD  A .D#O/$A % P Q/$A D  A .DR@DD! Nb;O@ D D   A .D#S/$A %DDA >0hXxdBDDD"B]6"wfts""L||zt ! " # $  .TUT T A!.TUT!! V: #$A D D! A".TUTTA #.TUTTA $ABAAA P*A>@ j    7 DocumentSummaryInformation8 _1175872414 F8.8.Ole  PRINT < STAPELTONt1 Sheet1  WorksheetsNO     fP ''  ' eO ' eO Arial ^؟ww wf-  2 66)Times New Roman؟ww wf-$2 dOperator A makes r$ # % -32 )$18.88 12 per hour, operator B makes     $32 i$17.91 12 4per hour, operator C makes     $-s2 F16.50 s 2 Fu$2 F -?2 M"%per hour. Health care & benefits cost         2 M635%5%L2 M.of wages. The cost/year of the jet-vac will be          -2 dwages.$  Arial ؟ww wf-2 I .50 hours.   2 *Qof non-productive time (travel, cleanup, etc.) will be used for every hour spent    &        !       -o2 dEcleaning sewers. What is the total cost per hour for the entire crew?   $ .           $ Arial; ؟ww wf- 2 9a)-g 2 A79.94 g2 A6$  2 A )2 A)per./hr.   Arialu ؟ww wf-  2 8 ) - 2 yb)- 2 71.94 2 6$  2  )2 )per./hr.  -  2 x ) - 2 c)- 2 53.29 2 6$  2  )2 )per./hr.  -  2  ) -"Systemf !-'- .O   2 d)-! 2 107.91 !2 0$  2  )2 )per./hr.   Arialm W؟ww wf-  2  ) -'- eO -'- 6/ 2 '-'- eO -'- fP - -42- !4-8Y2Y- !8Y-44]- !Y4-tt]- !Yt-]- !Y-]- !Y-..]- !Y.- -'- eO 'CompObj fObjInfo Workbook 2SummaryInformation(  FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@H`l Brian StapletonmomMicrosoft Excel@(@}%II՜.+,0 P @\pmom Ba=h2 = ^)3<X@"1Arial1Arial1Arial1Arial1Arial1.Times New Roman1Arial1 Arial1 Arial1 Arial1Arial1!Arial1!Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) #,##0\ "ft." 0.00\ "hrs." 0\ "in.""$"0.00\ "/ft." 0.0\ "miles" #,##0.0"$"0.00\ "/hr." #,##0.0000 #,##0.0000.0" miles of pipe," 0.0" miles of 12 in. pipe," 0.0" miles of 15 in. pipe," 0.0" miles of 18 in. pipe,"A<_("$"* #,##0.000_);_("$"* \(#,##0.000\);_("$"* "-"??_);_(@_)=8_("$"* #,##0.0_);_("$"* \(#,##0.0\);_("$"* "-"??_);_(@_)94_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"??_);_(@_)% "$"#,##0_);\("$"#,##0\)"per hr.")$"$"#,##0.0_);\("$"#,##0.0\)"per hr."+&"$"#,##0.00_);\("$"#,##0.00\)"per hr."-("$"#,##0.000_);\("$"#,##0.000\)"per hr."/*"$"#,##0.0000_);\("$"#,##0.0000\)"per hr.""for "0" years." 0" feet" 0.00" hours." .00" hours." 0.0000 0.0000.04/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)!0.00" miles of 12 in. pipe,"!0.00" miles of 15 in. pipe,"!0.00" miles of 18 in. pipe,"3._(* #,##0.0_);_(* \(#,##0.0\);_(* "-"?_);_(@_)"the "0" year period?"0+" = ""$"#,##0.00_);\("$"#,##0.00\)"per hr." " x "0.00 " x "0.00" x "0.00" x "0.000%" of wages for benifits"+&0%" of wages for Travel time & set up"2-0" hrs./hr.of wages for Travel time & set up"4/0.0" hrs./hr.of wages for Travel time & set up"500.00" hrs./hr.of wages for Travel time & set up"0.00" per hr."JE_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)" per. hr."                + ) , *  # ,!"    " #       ! "  @  ! , ! "@ @     "     "  # !   ,! !    "     ,      "  "  ,!        "  , "  ,! +"  +"  , ! ! ! ! " !  !  ! ,!" `Sheet1`iOOperator  A makes per hour, operator  C makes.of wages. The cost/year of the jet-vac will bea)b)c)d)%per hour. Health care & benefits costper hour, operator  B makeswages.Qof non-productive time (travel, cleanup, etc.) will be used for every hour spent Ecleaning sewers. What is the total cost per hour for the entire crew?Add up Operator wages: Operator  A Operator  B Operator  C per hr.Include per./hr.66)= ^- @  dMbP?_*+%MLexmark 2200 Series 䤗Lexmark 2200 Series8䤗 䤗"d??cU} } I} m } m} } } }  } m } I} $   ; ; ; ;  ; ; ; @   ;   , , , Y  ,         ~  @  ~ !@   ~ $0@  ~ "A@    ~ +? * ..#  /  -- % .Lp= S@D DDD EYCDx )"wrong scroll down for explaination  B ,, % LK7AQ@D EYCDx )"wrong scroll down for explaination  B 0,, % 'LQJ@D DD EYCDx )"wrong scroll down for explaination  B 0,, % LMbZ@D EYCDx )"Right scroll down for explaination  B 00,,0  0001000  88889991990 D  8889991990  888899:;::& 8  8 FzG2@D 899:;::& 88F)\1@D899<=>>& 88G0@D899?@@& 88#HQJ@ %  899<A@=& 88 I? D 8Jffffff?DJJB@:& 88!HK7AQ@ DD 899:A:C&  I? D 8K?DKKKK4& !HMbZ@ DD002523& 002622& 00&'&&& 00&'&7& 00&'&&& ()((& &'&&& : |dN6"""."SSS[uYuM >@ 7 savings will be7-Cheaper to contract out, cost savings will beB1.Cheaper to buy a jet-vac, cost savings will beN@@D O< %0 &Dx  wrong  B  ! 2 &! |D D 4-Cheaper to contract out, cost savings will be8.Cheaper to buy a jet-vac, cost savings will beB0-Cheaper to contract out, cost savings will beN"9'AD! O< % &Dx  wrong  B   '56553 '56553 '7 89  9  3 ' :>;jt \@(DDDDD <H <p= cA 2DD DDDD  3 '7 @ D -=6@DDDD<83 '7@ D->Kx@DDDD<53 '5@ D-=׻]@DDD D5 ?p= cAD  3 '5#@/L&A % A B/L&A D  3 '5C8@D5! ?@@ D D   3 '5#D/L&A %553 >0hXxdBDDD"B]6"wfts""L||zt ! " # $  'EFE E 3!'EFE!! G"9'A D D! 3"'EFEE3 #'EFEE3 $34333 P*A>@ j     7 .DEDDA .F GH  H  A . I>Jgffff\@(DDDDD KH KA 2DD DDDD  A .F@ D -Lne@DDDDKGA .F@ D-M+\q@DDDDKDA .D@ D-LHz_@DDD DD NAD  A .D#O/$A % P Q/$A D  A .DR@DD! Nb;O@ D D   A .D#S/$A %DDA >0hXxdBDDD"B]6"wfts""L||zt ! " # $  .TUT T A!.TUT!! V: #$A D D! A".TUTTA #.TUTTA $ABAAA P*A>@ j    7 DocumentSummaryInformation8 _1175875660 F8.8.Ole  PRINT Xl t|  STAPELTONt1 Sheet1  Worksheets FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@Q0      ''  '  '  Arial= ؟ww wf-  2 67)Times New Roman؟ww wf-2 dQThe total cost per hour for a 3 man jet-vac crew, (including wages & benefits) is        %  $     $ &   -32 .107.91 3& 2 $  2 & 3R2 per hr.  62 McThe time for the crew to clean  $       --2 12 sewer takes  2  2.25 hrs.e   2  per 100 ft.  2 15 sewer takes  2   3.50 hrs.e   2  per 100 ft.  2 M18 sewer takes  2 M  4.00 hrs.e   2 M per 100 ft.  -%2 dIf it costs the city      Arial z؟ww wf-l2 ^Cper yer to own & operate a jet-vac, how much will it cost to clean    !       ! & !     -72 d all of the sewers once per year?   $   2 :d  Arial ؟ww wf- 2 a) Arial ؟ww wf--2 per yr. Arial p؟ww wf-  2 ^ ) - 2 b)2 per yr.-  2 ^ ) - 2 6c)2 6per yr. Arial 2؟ww wf-  2 5^ ) -"Systemf !-'-  u  2 pd) Arial  ؟ww wf--2 pper yr.-  2 o^ ) -'-  --'- EB 62 F100 ft. of sewer is as follows:?   $    $--'- s3d 2 6 65,546.75ed2 65$ 2 6 )--'- U'= 2 m 23,000.00e  k 2 D$  2 k --'- H 2 q12,500 feet of     -'- BE 2 MM-'- HU 2 ]-'- 6 2 -'- BH 2 q17,952 feet of     -'- BH 2 M8,976 feet of     --'- s 2 q 42,546.75e  2 q7 $ e 2 q --'- 3$ 2  39,535.91e$2 5$ 2  --'-  2  23,655.47e  2 4 $  2  -'-  -'-  -  - - !- YY- !Y- ]- !Y- ]- !Y- 11]- !Y1- qq]- !Yq- ]- !Y-  -'-  'CompObj fObjInfo Workbook )SummaryInformation( @\pmom Ba=  =-@*f<X@"1Arial1Arial1Arial1Arial1 Arial1Arial1.Times New Roman1Arial1Arial1Arial1 Arial1 Arial1 Arial1Arial1!Arial1Arial1.CommercialPi BT"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) #,##0\ "ft." 0.00\ "hrs." 0\ "in.""$"0.00\ "/ft." 0.0\ "miles" #,##0.0"$"0.00\ "/hr." #,##0.0000 #,##0.0000.0" miles of pipe," 0.0" miles of 12 in. pipe," 0.0" miles of 15 in. pipe," 0.0" miles of 18 in. pipe,"A<_("$"* #,##0.000_);_("$"* \(#,##0.000\);_("$"* "-"??_);_(@_)=8_("$"* #,##0.0_);_("$"* \(#,##0.0\);_("$"* "-"??_);_(@_)94_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"??_);_(@_)% "$"#,##0_);\("$"#,##0\)"per hr.")$"$"#,##0.0_);\("$"#,##0.0\)"per hr."+&"$"#,##0.00_);\("$"#,##0.00\)"per hr."-("$"#,##0.000_);\("$"#,##0.000\)"per hr."/*"$"#,##0.0000_);\("$"#,##0.0000\)"per hr.""for "0" years." 0" feet" 0.00" hours." .00" hours." 0.0000 0.0000.04/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)!0.00" miles of 12 in. pipe,"!0.00" miles of 15 in. pipe,"!0.00" miles of 18 in. pipe,"3._(* #,##0.0_);_(* \(#,##0.0\);_(* "-"?_);_(@_)"the "0" year period?"% 0" feet of sewer is as follows:"$0" ft. of sewer is as follows:" 0.00" hrs." "per "0" ft."#,##0" feet of"#,##0" feet of ";6"Calculate the cost for each "0" ft. section of pipe:"#,##0" feet x"#,##0_);\(#,##0\)" ft."0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_)C>"x "_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)                + ) , *  #     " # "        "@ @   "     "   " !  "   " ,! +" ,  +"  #   " " ,!  , !  " "  # " ! " ,!  ! "  " " ,!" !" ! ,!" ,!"@ ,  # ,!" "@ ,"@ ,"   "  "  ,"  ,"   ,!" ,!! ! !   ! !   ! ,!! ! ! , " `Sheet1`iThe time for the crew to clean 12 sewer takes15 sewer takes18 sewer takes a)b)c)d)67)per hr.QThe total cost per hour for a 3 man jet-vac crew, (including wages & benefits) isIf it costs the cityCper yer to own & operate a jet-vac, how much will it cost to clean all of the sewers once per year?12"15"18"ypipe =Then total up all threeNow add the annual jet-vac cost+per yr. + @  dMbP?_*+%MLexmark 2200 Series 䤗Lexmark 2200 Series8䤗 䤗"d??cU} } I} } $} } m} } }  } } } I } } $ "  ; ; ;@ ; ; ; @ ; ; ; , ; ; ; @ ,@ ,@ ,@  , , , Y@  ,        W ~ 7@ X   Y~ =Y@===Z[ Y\\\\]^ ~ ;j@ ;  ~  9@ _Y@D#;@ 333333 @ ;  ~  9 @ _Y@ D`#;@ 333333? ;  ~  9@ _Y@ D ??a   &&~ cv@c ' '(''  @b       ! ( TTrN@D DD RR PY  CD x )"wrong scroll down for explaination  B  ))8UV  ! ) OQM@ %D  >> PY  CD x )"wrong scroll down for explaination  B  ))8UV  !  O0*@D >> PY  CD x )"Right scroll down for explaination  B  ))8UV ! 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X 7 8 9 : ; < = > Y A B C D E F G H I J K L M N O P Q R S T U V W Z l \ ] ^ _ ` a b c d e f g h i j k o p q r s t u v w x y z { | } ~  5Gv V   i''  ' h' hTimes New Romanwww0-  2  68)Arialw@B www0-"2 _A trench is dug at     Arialw@e -www0-2  8.0 ft. wide x   -2 11.5 ft. deep x   2 %1,884 ft. long.   2 9A 2 ~21 in.  92 !Sewer is going to be installed in         -"System !w-'- 4DY 2 F` this trench.    --'- h 2 Me16 in.  2 MPmust be left out of the top for concrete. How many trucks would be needed if the$           $      -"2 ` material weighed %  $ -2 1 3,724 lbs.   -Times New Romanwww0---'- g--- 2 per yd - 2 t3 -.2  and each truck carries      ---'- h-  2 a) Arialw@x ;www0- 2 570! Arialw@ www0-2 Trucks Arialw@ www0-  2  ) Arialw@ www0-  2 ### - 2 Rb)-2 U`15,383 -2 QTrucks Arialw@ Qwww0-   2 P )-  2 Y647 - 2 c)- 2 647-2 Trucks-   2  )-  2 570 - 2 d)- 2 569-2 Trucks-   2  )-  2 ### --'- si 2 q 18.0 tons?  -'- h 2 -'- h-'- i-  -  - ! - UU- !U-   Y- !U - LLY- !UL- Y- !U- Y- !U-   Y- !U -  -'- h-'-   -4  - - 'CompObj fObjInfo Workbook 1]SummaryInformation(  FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HTl  sBrian StapletonMicrosoft Excel@#/@/gp՜.+,0 P @\pBrian Stapleton Ba=Tz& ='<X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1Arial1Arial1Arial1.Times New Roman1Arial1Arial1Arial1Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in." #,##0" lbs."0.0 0" ft."0" ft. wide x"0" ft. deep x"4/_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_)#,##0" lbs./cu. yd.?"0" tons each,"#,##0" ft. long." 0.0" tons?" 0" ft. " #,##0" ft." 0.00" ft."0" inch pipe =""- "0.00" ft.""= "0.00" ft. " 0" in. =" 0.00" ft. x" 0.0" ft. x""x .785 x "#,##0" ft." "= "#,##0 "- "#,##0 #,##0\ \F\t.#,##0" lbs/yd"0.0" tons/truck" 0.0" tons"83"= "_(* #,##0.0_);_(* \(#,##0.0\);_(* "-"??_);_(@_) .0" tons)"0.0" ft. wide x" 0.0" ft. "0.0" ft. deep x" 0.0" ft."                + ) , *       " ! A"  !         ! A!    "   ! # ! " "       #   " !  " "@ @ " "    " "  "@ @ !  " " ! #  " ! #   "  # ! #  !       #   "   "   " ! " " "   # ! ! " ! ! "    A!  !#   !#    " "   +" `}Sheet2xSheet1`iyr`nxּfaiza`nxּfa( ~~ v0e0e     @ A5% 8c8c     ?1 d0u0@Ty2 NP'p<'pA)BCD|E||S"@  v;&a)b)c)d) A this trench. A trench is dug at!Sewer is going to be installed inYd3 52) WHow many tons of backfill would there be in problem 51 if the backfill material weighedTons!If a loaded dump truck could haul3how many truck loads would be needed in problem 51?53) TrucksPmust be left out of the top for concrete. How many trucks would be needed if the material weighed!per yd3 and each truck carries 68)=Ft.3 L x W x HD2 x .785 x Length Ft.3 27 ft3/yd3 yd3 yd3 x!Calculate Backfill Weight (Tons): Calculate Backfill Volume (ft3):Volume of Trench (ft3);Volume of pipe (ft3):per cu. 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If the operator has to fill the truck! #  $        2 452 MO times in an $   2 MI85v2 MpJhour day, how much time is spent actually cleaning sewers during that day?   $ $             - 2 a) Arialw@I cwww0- 2 Hrs.$-3 2 y#)--'- @  2 Min.,   Arialw@m =www0- -'- G  2  ) - 2 Fb)- 2 EHrs.$-s 2 Mp20ss 2 Mg 0 2 Ms 0--'- D  2 FMin.,  - -'- G  2 D 0 - 2 c)- 2 Hrs.$- 2 p20s 2 g 0 2 s 0--'-   2 Min.,   Arialw@ Qwww0- -'- G  2  0 - 2 d)- 2 Hrs.$- 2 p40s 2 g 0 2 s 0--'-   2 Min.,  - -'- G  2  0 --'-   2 30-'- Bs  2 E80-'- B3  2 25-'-   2 65-'- G-'- D- -- !-EE- !E-I- !E-@@I- !E@-I- !E-I- !E-I- !E- -'- G-'-   -4 - -'CompObj fObjInfo Workbook@ 0SummaryInformation( @\pBrian Stapleton Ba=T=--+M <X@"1Arial1Arial1Arial1Arial1.Times New Roman1.Times New Roman1Arial1 Arial1 Arial1Arial1 Arial1 Arial1.Times New Roman1Arial1Arial1Arial1 Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_)#,##0" lbs./day," 0" in." #,##0" feet" 0" sets""= ""$"#,##0.00_)0+_(* #,##0_);_(* \(#,##0\);_(* "-"??_);_(@_) 0" gal." 0" fill-ups"" = "#,##0" gallons" 0" gal./min." #,##0" gal." 0.0" Min." 0.00" hrs." 0" hrs.," 0" Min."                + ) , *      !    #  "      " #  A! 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Pump rate:3) Convert minutes to hours: 60 min/Hr.4) Convert Hrs. to hrs. & Min.-/Separate the decimal hours & convert to minutes x 60 min./hr ==69) A sewer jet with a J q @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert"dX??U} } $} } m} } m} I}  }  }  } }  } m} m}  } I} m} $} $} $ ;@;;;;;;;; ; ;    ;;   5655~ KX@ 56667 ~ LA@ 5 888566777~ M@% 99~ N @ 9*II:9;5JJ;<<99III994=:555>?;;599<<<>9999994& 'R9@DA RS @ BD   A Y $ 6 CDx )"wrong scroll down for explaination  B  2& 'R @DA RS @ B 4@D   A Y ( 6 CDx )"wrong scroll down for explaination  B  3& 'R@ DA RS @ B4@D   A = P, 6 'Dx  RIGHT!  B  O1& 'R@DA RS @ BD@D   A Y 0 6 CDx )"wrong scroll down for explaination  B  24!''("#$ )4444444444 (*  444444444 0  (  0  4    aX@ D a   `@ D ``! bX@ D D  bbbb  \i@ D \\+/]]]]]   X XX D @ D <  0 2  .,___]]]]  0 ^X@D ^^--   ZA@D ZZ![i@ DD[[CCC  Y @D  YYCCCCCCCCCC  + V@ D VVDEEEEECCCCCCCCCC ! WXUUUUU? 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It requires$  - 2 and  -42 visit the site once a day, for        - 2 f1.0  -Q2 1hr(s) to refill the tank and perform maintenance.      % %  .2  The automatic feeder costs %   -2 q to buy and   --.2 &to install. It operates on       2 '480v 2 at v -12 F A site visit is needed every#        -2 MOperator(s) for!  --=2 M$per day. If both systems must to run     $ $  --=2 $which syatem would be cheaper over a$  % $     - 2 k50-2  year period?  $2 /Assume, Power costs#% $ -f2 per KWHt *'2 An "A" Operator makes  !  $2 per hr.t  (2  A "B" Operator makes   !  $2 per hr.t  - 2 a)- Arialw@ www0- Arialw@ ;www0-  2 l ) - 2 b)-- Arialw@ www0-  2 l ) - 2 c)---  2 l ) - 2 Fd)- Arialw@ www0-  2 LU )  -"System !w-'- .Q 2 2,500 2 j$  2  )-'- a %2 i2, B Operator(s) to   !   -'- Bs 2 M30,000 s 2 M$)2 M )-'-  2  1, A Operator  ! -'- Bi.3S 2  41,000.00d  3| 2 e$)2 | )--'- BB3 2 3,500 3 2 r$)2  )--'- B  2 35 amps $-'- B. 2 M<7 day(s) -'- B 2 Mby 1, A)  --'-  2  24 hr(s)/day,   --'-   2 20.11 2 2 $ 1 2 2 )-'-  2 -'- . 2 7--'- B 2 M8 1.0 hr(s)d  --'-  2 B18.50 @ 2 $  2 @ )-'- B3 2 B17.10 3@ 2 $  2 @ )--'-  62 ZAutomatic feeder is cheaper by, $      -'-  12 Manual feeder is cheaper by,#     --'-  2 6 33,636.80d  52 $ ) 2 5 )--'- B 62 ZAutomatic feeder is cheaper by, $      --'-  2 6 14,363.20d  52 $ ) 2 5 )-'- B3 2 6 17,954.00d  352 $ ) 2 5 )--'- MB f2 MW? 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It operates onat A site visit is needed every$which syatem would be cheaper over a year period?Power,x Assume, Power costsper KWH days/yr.  1,000 watts/KW(Manual Feeder) =Labor,per hr.An "A" Operator makes A "B" Operator makes A Operator B Operator+Total x 365 days/yrInitial Costs,Purchase price =Installation =Total PowerLabor Initial Costs(Automatic Feeder) D70) A city plans to purchase a chemical feed system to be installed (Cost Difference)-? It costs about the same for the Automatic and the Manual SytemOperator(s) for$per day. If both systems must to run:; ~K8  @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert ` E K ,,"d??cU} $} } } I} I} $.} m.} $.} $} I.} m} $} } } I} } $} } } } } $ 7;@;!;!;!;!;!;!;!;! ;! ;- ;- ;- ;-;;;;@,; -VWXY ~ aN@   (Y011100 00!!~ L@ ! " #$~ @ 5 2ZZ~  c~@  7 ~  b>@  3 !!~ ?!! "~ @  : 52ZZ6 ~  d?    33!!!!99! 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D! !yy" "z&"zzz. $.$.... %%[?%D % % %.%r2@% D%r%o?%D % oo % q@D% qqqq%|@%D! %|7%{Z@ !D%D%D%  D%D%%{0&D<Ktt....H0'M-uv....A0(....G )%)... ) .() `@ D!) ` * *I&*L@+D*L.... * D)* rffff@*D!* \\ + +D'+sX@,D +s.... + D*+ rZ@D%+ \\ ,#,]@, %*+,^.... , D+, s@3 D,, __-.... #- m3333BA0 %*, - nn .B......./+ /N//k ^A1D /kkO0+ 0N, 0P/0l3333BA D- 0llQ1r1R73\D/D0 &Automatic feeder is cheaper by,&Manual feeder is cheaper by,B"Automatic feeder is cheaper by,!1ml@2 D/D01mmJ***2****/r2S7 \D0D1 &Automatic feeder is cheaper by,&Manual feeder is cheaper by,BManual feeder is cheaper by,2h @ D4 2hh 52 iG:@4 D D%D D%D  2ii3****/3SL7 D1"Automatic feeder is cheaper by,%3h@ D2?3hh 53 i(\Od@D* D%D+ D%D,  3jj4****/ 4S04hhh &4 i @2D3 D2  4jj$5****///*/***$6****///*/0; @hJ@L444sc@og'p(>@32?RJ          !!!!!! !!!!""%%%%   ,,,, )) **** %% %%++++ &&''33 44 22 33 44  22 // 00 11 -- %% 7 @=É՜.+,0 PX|  Cleveland State University Sheet1  Worksheets FMicrosoft Excel WorksheetBiDocumentSummaryInformation8 _1185305816 F8.8.Ole  PRINT I     ''  ' ' Arialw@ www0-  2 71) 2 \A(n)2 30 in.   "2 Iforce main that is  $   2  1.8 milesc  $ (2 clong, is supplied by a      2 !1,675 gal./min   $ 2 Fpump.$ 2  Once the pump!  $2 8\lis started, how long will it take to fill the force main? Assuming no head loss and the force main is empty.            $  $        $   $   Arialw@( 8www0-- 2 a) Impactw@k :www0-  - 2 b)-  - 2 Tc) Impactw@ www0-  - 2 d)-  -"System !\w-'- >  2  --'- GLA 2 Tg 3.00 hr(s).m   -'- [LG 2 TO28 min. $  - -'- L[  2 Oc - -'- LGA 2 g 3.00 hr(s).m   -'- L[G 2 O17 min. $  - -'- L[  2 c e- -'- GA 2 g 3.00 hr(s).m   -'- [G 2 O47 min. $  - -'- [  2 c - -'- GA 2 g 4.00 hr(s).m   -'- [G 2 O11 min. $  - -'- [  2 c  -'- -'- - -RR- !R-- !-V- !\V- V - !\ V-JVJ- !\JV-V- !\V-V- !\V--'- -'-   -4 --'CompObj fObjInfo! Workbook 5SummaryInformation(" ff8Excel.Sheet.89qOh+'0@HTl momBrian StapletonMicrosoft Excel@Ё̜@T&H՜.+,0 PXl t| @\pBrian Stapleton Ba= =--{* <X@"1Arial1Arial1Arial1Arial1Arial1Arial1 Impact1 Impact1Arial1Arial1.Times New Roman1Arial1 Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0" in. " 0.0" miles"#,##0" gal./min" 0.00" hours," #,##0" min." 0.00" ft." #,##0" ft. "#,##0" ft. x""x "#,##0" ft. ="#,##0.0" cu. ft."#,##0.0" Gal."#,##0" gal./min =" 0.00" hrs."0.00" hrs. +""("#,##0.00" min. x"#,##0.00" min.""= "0.00" hrs." 0")" 0.00" hr(s)."#,##0.0" ft. x"                + ) , *  "    #    ! "  #   "  " "@ @     "  !  "  " "   ! " !  "  " " !   " "  #  " "  " " !  " ! # ! " ! " ! ! "4 ! " `BSheet1`iZR3  @@  0!A(n)force main that islong, is supplied by apump. Once the pumplis started, how long will it take to fill the force main? Assuming no head loss and the force main is empty.a)b)c)d)FORMULAS NEEDED;"Area of a cylinder = D2 x .785 x L Flow =Volume1 mile = 5,280 ft.1 ft3 = 7.48 Gallons. Time1) Convert units;= x 5,280 =02) Calculate the volume of the pipe, in gallons;' Area of a cylinder = D2 x .785 x L Convert to gallons,x7.48 Gal./ft.3 = .3) Use the flow formula to calculate the time;+4) Convert decimal hours to hours, minutes; 60 min./hr.)Time =bHrs. = 60 min./hr.= "C"*N gY @  dMbP?_*+%MBhp deskjet 3500 series!@d߀ odBeRLdExplorerArialHBeںںhp deskjet 3500 series3500 series,LocalOnly,DrvConvert *XX"d??cU} } } I} } m} } } I} } } m } } } m} $,,,,    ~ Q@ ~ >@  ~ f@   ~ ,@    $Y4G4CDx )"Press the down arrow for solution.  B 4444444   @@D @.[G@ D d.oBGYDx ?8Wrong! You forgot to convert decimal hrs. to hrs., min..  B BBBBBBBBB   @@D @.!/1@D AhBGRDx 81Wrong!. You used 5,000 ft./mile, instead of 5,280  B BBBBBBBBB   C@D C.:kQ^:<@D .>DG(Dx Right!.  B DDDDD    @@D" @.jnWc&@D" ATBG>Dx $Wrong!.You forgot to use .785  B BBBBB  &     9 ) )    9 ) ) &  <>@ D<  =@ D  =>?D )) ?@ D? $ $ E@ D EE@ D E~ S@:@ D :: - ;@DDDD ;    7@D ))  %8zIADQ@ 888 $  9 9 ) )99 ))5,@D 5550zIAD 00  5555 ) ))6]Oȓ @ D"< 6  ' @ D?A! -xB? DD  - ))   @D  .:kQ^:<@ D < . 3 4 / ///0zIAD00!!  "  " !!!!!////1,@ D ))#2(R J @! D" 22  "' #@ D?A! ,@yJHU? DD  , %%!!!  " $@D  (!/1@ D <  (!!:@ 8pN866@6T@ !"#  ! *g-ʋZj@" DD **!!!!!!!!!!!%!+{rv @! DQ?! + ! "'! #@! D!?A!! ,`Tn?" D!D! ! , !%!% " ""&g-ʋZj@"D "&"']Oȓ @ D"<"'!!!! " $@ D! " (jnWc&@" D! < " (!! # #)#)'' <ct\(  dB  s *D@ 3 ]`lEldB  s *D@]`EldB  s *D@w]`DE    BOCDEF75%O5- @]`EldB  s *D@w]`TEldB  s *D@##]`E   BFCwDE F75%w3@F@i"i]`|E>@4               !! !! !!"""#"" ##7 DocumentSummaryInformation8& _1185722933 F8.8.Ole * PRINT  my houseet1 Sheet1  Worksheets FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x  K[  a   V''  ' ]' ]Arial ؟ww wf-  2 472)..U2 4The following flows were recorded for the months of 4....;...;*;...*.......G...*. 2 E and...2 _ April,7. 2 S Arialf ؟ww wf----- Arial ؟ww wf-  2 >t28.. 2 >|31.. 2 > 30.. -"Systemf !-'-   a2 <What was the average daily flow for this three-month period?S..;.*...)......'.;..*...G........-'- ]  2 }a). Impact ؟ww wf-  - 2 }b). Impact ؟ww wf-  - 2 qc)*-  - 2 }d).-  --'- ` 2 q 120.8 MGD....EA<- -'- `o  2 g )- -'- R 2 3.7 MGD..EA<- -'- R\ o  2  )- -'- 9  2 156.1 MGD****=:6--'- n 2 4.6 MGD..EA<- -'- \ no  2 u )- -'- ` 2  413.3 MGD....EA<- -'- `o  2  )- -'- kb | 2  February,3....'-'- k5 b  2 March,E.*.-'- 9 2 February,3....'--'- 9o "2 187.2 cu. ft./sec.****&*&*&--'- 9-o 2 March,E.*.--'- 9b - "2 <94,722.2 Gal./Min.******:*=*--'- 9 b  2  April,7.-'- ]-'- V- -jV- !j-rBVB- !rB-jjJ- !j-J- !-\\J- !\-J- !-NNJ- !N- -'- ]-'- D -4 - -'CompObj+ fObjInfo- Workbook u/SummaryInformation(. @\pmom Ba=x/ =-- ! <X@"1Arial1Arial1Arial1Arial1Arial1 Arial1Arial1 Impact1 Impact1Arial1Arial1Arial1Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0")"0.0" cu. ft./sec."#,##0.0" Gal./Min." 0.0" MGD""= "0.0" cu. ft./sec." "= "0.0" MGD" " "0.0" MGD" "+ "0.0" MGD" 0" Days"                + ) , *    " " ! # ! ! ! "   " "@ @ ! ! !  !    #  " # "  "8"@@  !8 " @ !   (@  "8   "0 " " "  "4 "0   ( @ "0 "4   ` Sheet1`iZR3  @@   14The following flows were recorded for the months of February,March,andApril,& <What was the average daily flow for this three-month period?a)b)c)d)M1) Convert all units to MGD (or any of the same units), then total the flows:1.55 MGD per ft3/sec. =x 60 min./hr. x 24 hrs./dayAugust, December,MonthDaysJanuary,July,total the flowsJune,May, November,October, September,@2) Calculate the number of days & divide it into the total flow:Average flow ="q  ]  @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvertr*XX"d??cU} } } } } $} } } } I} } } m} } } m } $} m } ,,, ,      ~ R@        1D  February, ~ I@ 1D  March,~  {#B    1 D April,  ~ }@  +<@D% Bf+?@D% Bf  + >@D % Bf &   !|E@D !!">#1(Dx Right!.  B #####   !zqy@D !!"f$<1PDx 6/Wrong!. That is the total flow, not the average  B $$$$$$$$$    !333333^@D  !!"g$1QDx 70Wrong! That is the flow for just the first month  B $$$$$$$$$    ) !Ec @D Z? !!"P $1 :D x  Wrong! That was just sad!  B  $$$$$%%% % ( %%%%%%%%%%%%%%  1D February,  &Hzgg@ D &&&% '333333^@D ? '  ( " ((((''  ~  >@41D March,   )R# @D      ~  ?@~ *.A**  ~  ?@ + ,   --' a@D<.A---  ~  <@ .~ /?@  ~  ?@ .~ /<@d1D  April,   !33333c@D!!  ~  ?@ .~ /?@  0  ~  >@ .~ 1>@(1D  February, ((2333333^@D 22  ~  ?@ .~ 1?@(1D March, ((2' a@D22  ~  ?@ .~ 1>@(1D April, ((333333c@D33  ~  >@ .~ 1?@ #2zqy@ %22  ~  ?@ .~ 1?@  ~  >@ .~ 1>@ %" .~ 1?@(1 D February, ((  4<@D4 .~ 1>@(1 D March, ((  4?@ D4 5 55 6zqy@ D 7! ;|E@ D D   ;; 8~ 9?@(,1 D April, ((  :>@D :555 4@V@D (;;;(((#4@V@ %4<DB:DPzdzdPt(  dB  s *D@m U ]`8ldB  s *D@ ]`\9ldB  s *D@6]`:>@ r.              77  %  mommomMicrosoft Excel@h@W՜.+,0 PXl t|  my houseet1 Sheet1  WorksheetsQ R c  DocumentSummaryInformation82 _1185729391% F8.8.Ole 6 PRINT!7  (''  ' '' 'Arial ؟ww w fp-  2 73)..c2 =A contractor is building a house with a basement elevation of7*...*.*.........*.;....*.G....)....<2 R # The stub-out connection elevation 4..*....*....*....)... 2 pis*2 pp 975.2 ft.....92 p! If the minimum alowable slope is..G.G.G..;...*...*2 p0.30%...JI2 p7 , How far from the road can the builder place<.;..G.....*..........*.2 the house?.....*.. 2  0 Arial; ؟ww w fp-- 2 a). Impact@ P؟ww w fp-  - 2 *b).-  - 2 c)*-  - 2 d). Impact ؟ww w fp-  -"System fp !\-'- kB   2 975.5 ft.....--'-  9  2 ;% )--'- b 2 2.9 ft...- -'- B b  2 r )- -'- b 2 * 234.1 ft.....- -'- b  2 r )- -'-  b 2  292.7 ft.....- -'-  b  2 r )- -'- b  2  100.0 ft.....- -'- B b  2 r ) -'- '-'- (- -- !-\\- !\-d- !-d- !-d- !-d- !-d- !--'- '-'- DP -4 --' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qOh+'0@HT` x mommomMicrosoft Excel@`@`âCompObjr fObjInfo #t Workbook JSummaryInformation("$u      EF !"#$%&'()*+,-./0123456789:;<=>?@ABCD[HIJKLMNOPQRSTUVWXYZ^_`abcdefghijklmnopqrstuvwxyz{|}~ @\pmom Ba=Dj=--d#3 <X@"1Arial1Arial1Arial1Arial1Arial1Arial1 Impact1 Impact1Arial1Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0")" 0" in. " 0.0" miles" #,##0.0" ft." 0.00"%" .00%\,0.000%\," How far from"#,##0.0000" ft./ft. " 0.00" ft."#,##0" ft. x""x "#,##0" ft. ="#,##0.0" cu. ft."#,##0.0" Gal."#,##0.0000" ft./ft. =""= "0.00" ft."#,##0.0000" ft./ft."#,##0" gal./min =" 0.00" hrs."0.00" hrs. +""("#,##0.00" min. x"??/??"'' /ft."\(??/??"'' /ft.""= ".00" in./ft.)"0.00" in./ft."                + ) , *    "   " ! "      ! " ! #  $  $ " " !   !   # " ! " ! " "@ @  "  " # !  "  " ! !  ! ! " `Sheet1`iZR3  @@  =A contractor is building a house with a basement elevation of# The stub-out connection elevation is! If the minimum alowable slope is, How far from the road can the builder place the house? a)b)c)d)FORMULAS NEEDED;1% slope = .001 ft./ft.Slope =RiseRun1) Convert % slope to ft./ft.;=2) Calculate the Rise;&Stub-out Elev. - Basement Elev. = Rise-3) Calculate slope;Run = 6 @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvertr*XX"d??cU} } } } } } m} } } } } } } } } m} } } ,,,,    ~ @R@  ~ >|@ >  ~ .@ ~  />@       Y?1?CDx )"Press the down arrow for solution.  B "??????? 0 !:xi@ D D :::O=19Dx Wrong! Just plain wrong!  B ===== 0 6: Bm@ D DD ? :::Z=1DDx *#Wrong! You're making this stuff up!  B ========= 0  !:fffffJr@ D D  :::d=1NDx 4-Wrong! You're just multiplying stuff together  B ========= 0  :X@D :::>;1(Dx Right!.  B ;;;;;  *     < 9 9 < 9 9 *  5333333?D 5 6~jth? D d 66,   !7X@ DD7 *  !|@D &  "y@D&#$$$%% !&03333? DD&,& *''' 8 8 991~jth?D 11203333?D2 88 99111 99, 1 11203333?D 22!3X@ DD3 1114~jth?D$4433,))))*((+,--: r~Z<^F<0i<Wa]0<\0Wzb(  dB  s *D@  ]`NldB  s *D@f]`OldB  s *D@]`TldB  s *D@f+]`xU    B>CDE F5%->@0] `Vtvd 4wW  3  xx]  `VjbB   s *D@4  ] `W   BCDE F@@3 ] `Yd\  c $ @4p&]`|YjbB  s *D@4p]`ZjbB  s *D@-S]`[jbB  s *D@Sw]`8\jbb  s *(yG @X.1]`]^V2  S  @<-gW]`t]vnB  6D@050]`<^>@      7 DDD%%%% -"*-%%%%%%%%%% .+*.,+%%%%%%%%%% //-|@0D /%%%%% /EX@*D7/E%%%0% 0,0.t@1D&0/00011%%%%%%% 1!12?4 D/D0&1%%%%%%%%%%,22%%%%%%%%%% 3"*3%%%%%%%%333%%%%%%% 44 44 4$4$45UUUUUU?8D+ 45546?7D146%%%%%%%%%% 544 5$5$555 5$5$%%%%%%%%%%,6%%%%%%%%%% 75 75576?7D4 766!77X@/ D7D877%%%%%%%%%% 855588UUUUUU?/D4$88877%%%%%%%%%%4~ <^F<zF<<~a]0<\0(  dB  s *D@  ]`(ldB  s *D@f]`ldB  s *D@]`ldB  s *D@f+]`\ ldB  s *D@((]` ldB  s *D@5f5]` ldB  s *D@55]`@ ldB  s *D@f8+8]`     B=CDE F5%#=@`56] `     B>CDE F5%->@0] `tvd 4wW  3  xx]  `jbB   s *D@4  ] `    BCDE F@@3 ] `ld\  c $ @4p&]`jbB  s *D@4p]`jbB  s *D@-S]`jbB  s *D@Sw]`pjbb  s *(yG @X.1]`@^V2  S  @<-gW]`vnB  6D@050]`ttvd 4wW 3 3)2] `0jbB  s *D@4  ]`  BCDE F@@3 ]`d\  c $ @4p&]`XjbB  s *D@4p]`(jbB  s *D@-S]`(@jbB  s *D@Sw]`Djbb  s *(yG @X.1]`^V2  S  @<-gW]`vnB  6D@050]`D>@  978777888//454445445555****+++,+,,,$$$$'(''(("""" ####   !!!!       7 ՜.+,0 PXl t|  my houseet1 Sheet1  WorksheetsI  c   p'' DocumentSummaryInformation8y _1185737163' F8.8.Ole } PRINT&)~   ' o' oArial !؟ww w f-  2 74)..c2 =A contractor is building a house with a basement elevation of7*...*.*.........*.;....*.G....)....<2 L # The stub-out connection elevation s4..*....*....*....)... 2 pis*2 pp 961.6 ft.t...."System f !-'- o 92 p! If the minimum alowable slope is..G.G.G..;...*...*-'- o I2 p , How far from the road can the builder place<.;..G.....*..........*.2 the house?.....*.. 2   Arial4 t؟ww w f-- 2 a). Impact$ q؟ww w f-  - 2 *b). Impact ؟ww w f-  - 2 c)*-  - 2 d).-  --'- b  2 20.0 ft....- -'-  b  2 r )- -'- b 2 * 321.6 ft.t....- -'- < b  2 r )- -'-  b 2  242.1 ft.t....- -'-  b  2 r )- -'- k<   2 968.3 ft.t....-'-  k  2 p1/4.. 2 p in. /ft.t.--'-  9  2 ;" )--'- b 2  180.3 ft.t....- -'- < b  2 r ) -'- o-'- p- -- !-\\- !\-d- !-d- !-d- !-d- !-d- !--'- o-'- D -4 --' FMicrosoft Excel WorksheetBiff8Excel.Sheet.89qCompObj fObjInfo(+ WorkbookJSummaryInformation(*, Oh+'0@HT` x mommomMicrosoft Excel@`@mԢ՜.+,0 PXl t|  my houseet1 @\pmom Ba==--l* <X@"1Arial1Arial1Arial1Arial1Arial1Arial1 Impact1 Impact1Arial1 Arial"$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)7*2_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).))_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?,:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)6+1_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0")" 0" in. " 0.0" miles" #,##0.0" ft." 0.00"%" .00%\,0.000%\," How far from"#,##0.0000" ft./ft. " 0.00" ft."#,##0" ft. x""x "#,##0" ft. ="#,##0.0" cu. ft."#,##0.0" Gal."#,##0.0000" ft./ft. =""= "0.00" ft."#,##0.0000" ft./ft."#,##0" gal./min =" 0.00" hrs."0.00" hrs. +""("#,##0.00" min. x"??/??"'' /ft."\(??/??"'' /ft.""= ".00" in./ft.)"0.00" in./ft."??/??" in. /ft."                + ) , *    "   ! " ! " "8@ @      ! " ! #  $  $ " " !   !    ! " " ! !  " # ! "   "  "  " `hSheet1`iZR 3  @@  =A contractor is building a house with a basement elevation of# The stub-out connection elevation is! If the minimum alowable slope is, How far from the road can the builder place the house? a)b)c)d)FORMULAS NEEDED;1% slope = .001 ft./ft.Slope =RiseRun=2) Calculate the Rise;&Stub-out Elev. - Basement Elev. = Rise-3) Calculate slope;Run =)1) Convert in./ft. Slope to ft./ft.Slope; 12 in./ft.{ R 6 @  dMbP?_*+%MFhp psc 1310 seriesp psc 1310 s!@h߀ odBeRLdEXCELdHBeںں\\OWNER-PF68LBC21\hp psc 1310 series,LocalOnly,DrvConvertr*XX"d??cU} } } } } } m} m} I} } } } } } } m} } } ,,,,     ~ R@  ~ +@ +  ~ z@ ~  ,? ,       Y-Dr-CDx )"Press the down arrow for solution.  B "-------  %+f@DD  +++O.Hr9Dx Wrong! Just plain wrong!  B .....*  +`t@D +++>/r(Dx Right!.  B /////   !+fffffBn@ D D  +++d.rNDx 4-Wrong! You're just multiplying stuff together  B .........   !+4@ DD +++Z.rDDx *#Wrong! You're making this stuff up!  B .........  *     0 1 1 0 1 1 *   2? D  2 3?D $ 33 4?D 4 56UUUUUU? D  66   1&15666 * !*"! #fffffB@D  7`t@ D7 "$ @D&%&&&'' !(@ DD&,( *))) 5 5 118UUUUUU?D 889@D9 55 11888 11, 8 889@D 99!:`t@ DD: 888;UUUUUU?D$;;::: rZ<^F<zF<<~a]0<\0 ~ (  dB  s *D@)]`YldB  s *D@f]`(ZldB  s *D@)]`0MldB  s *D@f+]`MldB  s *D@)  ]`^ldB  s *D@f]`_ldB  s *D@)]` `ldB  s *D@f+]``    B=CDE F5%#=@`t] `atvd 4wW 3  ] `ajbB  s *D@4  ]` b  BCDE F@@3 ]`4dd\  c $ @4p&]`djbB  s *D@4p]`ejbB  s *D@-S]`fjbB  s *D@Sw]`gjbb  s *(yG @X.1]`g^V2  S  @<-gW]`PhvnB  6D@050]`ildB  s *D@*M]`j>@          7 7   s *D@4  ]`o  BCDE F@@3 ]`pd\  c $ @4p&]`0qjbB  s *D@4p]`prjbB  s *D@-S]`HsjbB  s *D@Sw]`sjbb  s *(yG @X.1]`t^V2  S  @<-gW]`tvnB  6D@050]`u>@            7 CDE F5%#=@`56] `     B>CDE F5%->@0] `tvd 4wW  3  xx]  `jbB   s *D@4  ] `    BCDE F@@3 ] `ld\  c $ @4p&]`jbB  s *D@4p]`jbB  s *D@-S]`jbB  s *D@Sw]`pjbb  s *(yG @X.1]`@^V2  S  @<-gW]`vnB  6D@050]`ttvd 4wW 3 3)2] `0jbB  s *D@4  ]`  BCDE F@@3 ]`d\  c $ @4p&]`XjbB  s *D@4p]`(jbB  s *D@-S]`(@jbB  s *D@Sw]`Djbb  s *(yG @X.1]`^V2  S  @<-gW]`vnB  6D@050]`D>@  978777888//454445445555****+++,+,,,$$$$'(''(("""" ####   !!!!       7 DocumentSummaryInformation8 _1254384988/ F8.8.Ole  EPRINT.1G&Sheet1  Worksheets F!Microsoft Office Excel WorksheetBiff8Excel.Sheet.89q Oh+'0@HTl momSewerGeek.comMicrosoft Excel@dӢl 'J EMF&+P91+F, EMF+@XXF\PEMF+"@ @ $@ 0@?!@ @     !" !" !  " !  " !  RpArialK0tt\J %J&0PV  LK0PV z0PV 0Arial0@ & D!VPV &tdv%   T` dlF@K@ LT75)..Td TdlF@K@ LTA(n)7.Tp bdlF@K@ LX54 in....T ldlF@K@ Ltsewer has a flow of*.;...*..;.T dlF@K@ Llat a velocity of..)..*'.% " !%   + 2g  T7 'dlF@K@7 LThe sewer size changes to 4..*.;.*(.*.....*.% " !%     TdpKlF@K@pLTa(n)..TppblF@K@pLX48 in....T\pClF@K@pXLsewer with the same slope and flow. Assuming no friction loss, what is the new velocity?*.;.;...*.G.*.......;7**.G....*...**;..*....;)..*'.Rp ArialK0? x8 V x0J&0@{  LK0@{ z0@{ 0Arial@\ 5  0@1 &1 D!V@{ &tdv% T3lF@K@L(Both sewers are flowing full.)7..*.<.*...<...Rp ArialK0? xV V x0M&0$  LK0$ z0$ 0Arial0@F &&F &D!V$ &tdv% % TX" lF@K@LPa).RpTimes New RomanK0? x8 V x0K&0R 44General Everyday PrintingdMicrosoft Office ExcelxB xB tI {C zE uD EXCEL.EXEC:\Program Files\Microsoft Office\OFFICE11\EXCEL.EXE"dX??U} } } } } I} } } } m} } } I} m} I } } } $} } } $ 9,,,,     ~ R@ ~ <K@  ~ NE@N   ~ O`p@ O  ~ <H@ $ =(YP a CDx )"Press the down arrow for solution.  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