1 of water psi
[DOC File]FORMULA SHEET - Homestead
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of fluid (Water = 1). ΔP = Pressure drop across valve (psi). F=CV/square root (SG/delta P) Cv coefficient of flow is a constant. It is often obtained from the valve manufacturer. SG (Specific ravity) for water =1. B. Flow Quotient = Actual Flow rate/Design flow rate. 1.
[DOC File]APPENDIX A: SUE Level B
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Static Pressure (psi): Residual Pressure (psi): Gage Pressure (psi): A hydrant flow test is required for a water connection 3" diameter and larger. Case 1: If your connection is 2" and smaller, assume a working pressure at meter discharge of 60 psi and a pressure adjustment factor of 1.0.
[DOCX File]Community Water Supply Level 1 Assessment EQP5826
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Drinking Water and Environmental Health Division. Level 1 Assessment Form for. Community Water Supplies. Issued under authority of the Safe Drinking Water Act, 1976 PA 399, as amended, MCL 325.1001 et seq., and its Administrative Rules (Act 399). Level 1 Assessment Form for Community Water Supplies. EQ5826. Page . 2. of . 2
[DOC File]GPM/GPH Flow based on PVC Pipe Size
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Size (ID, inches) Length (inches) Flow (GPM) 1/2 4.25 26 3/4 4.62 50 1 5.00 94 1-1/2 6.50 260 2 7.00 480 2-1/2 7.50 750 3 8.00 1300 4 9.00 2300 6 15.50 5400 Note: The data is for water through the valve only, and does not take into account the rest of the system.
[DOC File]Conversion Sheet Page 1 - California State Water Resources ...
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1 cubic foot of water weighs 62.3832 lb. 1 gallon of water weighs 8.34 lb. 1 liter of water weighs 1,000 gm. 1 mg/L = 1 part per million (ppm) 1% = 10,000 ppm. ft2 = square feet and ft3 = cubic feet. 1 mile = 5,280 feet (ft) 1 yd3 = 27ft3 and 1 yard = 3 feet. 1 acre (a) = 43,560 square feet (ft2) 1 …
[DOC File]Permit Application for Water Supply Systems
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The water system must then be designed to be able to provide the required fire flows while maintaining at least 20 psi in all portions of the distribution system. Flows and pressures at the connection points must be given to determine if the existing water main(s) are able to deliver water to the new service area.
League City Building Department
7.6.1 Water distribution piping tested to 60 psi or on city water pressure, visually check system for leaks. 7.6.2 DWV test: hydrostatic test to minimum 8’ above finished floor, visually check joints for leaks; or provide a gauge test to 5 psi, observe pressure for 15 minutes.
[DOC File]California State University, Northridge
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Pipes A and B both contain water. If the pressure in pipe A is decreased by 1.3 psi and the pressure in pipe B increases by 0.9 psi, determine the new differential reading of the manometer. There is a common pressure on both sides of the manometer at the point of the lower water-gage-fluid interface.
[DOC File]Section 1: Pressure conversions
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Section 1: Pressure conversions. Convert 755 Torr to atmospheres. Convert 15.3 psi to atmospheres. Convert 24.3 mmHg to Torr. Convert 463.1 mmHg to bars. Convert 35psi to inHg. Convert 14.7 psi to bar. Convert 14.7 bar to kPa. Convert 0.03kPa to Pa. Section 2: Pressure in Manometers. According to the diagram of closed-ended manometers below:
[DOCX File]CHAPTER 12: WATER QUALITY AND TREATMENT
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(workbook) will satisfy the design and planning requirements for a new or expanding Group B water system (WAC 246-291-120 and WAC 246-291-140, respectively). The department’s review of your water system design will not confer or guarantee any right to a specific quantity of water.
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