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upr000156 125

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upr000156-125
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    Table 10 (Continued) Las Vegas Valley Water District Page 2 Feeder Main from Elevated Tank (Contjd) Elevation of Ground at Ninth Street and Stewart Avenue ............................. 2,000 Diameter of Feader Main • • • * • • • 30 Inches Plate Chickness of Main .................. 3/8 inches Friction Coefficient (Hazen-Willlams "C") 110 Head Loss - Feet per 1,000 feet (Maximum F l o w ) .................................... 10 •7 Total Head Loss - Maximum F l o w ............ 75 feet Residual Pressure at Terminus - Maximum Flow 24 psi