Laserfiche WebLink
' Pressure PiPe Analysis & Design <br /> Circular Pipe <br /> ' <br /> Worksheet Name: <br /> Comment: b` �� ~_ ~ ^ <br /> i� ��_ \ <br /> r` � ' <br /> Solve For Elevation @ 1 <br /> Given Input Data: <br /> Pressure @ 1 . . . . . . 0. 00 psi <br /> Elevation @ 2. . . . . 22. 67 ft <br /> Pressure @ 2. . . . . . 0. 00 psi <br /> Discharge. . . . . ^ . . . 2361 . 00 gpm <br /> Diameter. . . . . . . ~ . . 18. 00 in <br /> Length. . . . . . . . . . . . 100. 00 ft <br /> Hazen-Williams C. , 110. 00 <br /> Computed Results: <br /> Elevation @ 1 ' ' . ' . 22. 91 ft <br /> Velocity. . . . . ' . . . . 2. 98 fps <br /> Headloss. . . . . . . . . . 0. 24 ft <br /> Energy Grade @ 1 . . 23. 04 ft <br /> Energy Grade @ 2. . 22. 81 ft <br /> Friction Slope. . . . 2. 354 ft/1000 ft <br /> ' <br /> ' <br /> Open Channel Flow Module, Version 3. 16 (c) 1990 <br /> Haestad Methods~ Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br /> ' <br />