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' ^ <br /> _ . Pressure Pi:e Analysis & Deszur <br /> CirLular F'iPo <br /> Worksheet Name: <br /> Comment : <br /> Solve For Elevation @ 1 <br /> Given lnout Datat <br /> Pressure @ 1 . . . . . . 0. 00 Psi <br /> Elevation @ 2. . . . . 22. 48 ft <br /> Pressure @ 2. , . . . . 0. 00 psi <br /> Djscharoe. . . . . . . . . 2958. 00 opm <br /> Diameter. . . . . . . . . . 18. 00 in <br /> Length. . . . . . . . . . . . 200. 00 ft <br /> Hazen-Williams C. . 110. 00 <br /> Computed Results: <br /> Elevation @ 1 . . . . . 23. 19 ft <br /> Velocit'. . . . . . . . . . 3. 73 fp� <br /> Headloss. . . . . . . . . . 0. 71 ft <br /> Energv Grade @ 1 . . 23. 41 A <br /> Enerqy Grade @ 2. . 22. 70 ft <br /> Friction Slope. . . . 3. 574 ft/ 1000 ft <br /> ' <br /> ' <br /> ' <br /> ' <br /> Open Channel Flow Module` Version 3. 16 (c) 1990 <br /> Haestad Methods, Inc. * 37 Brookside Rd * Waterbury. Ct 06708 <br /> , <br /> ' <br />