A simple pipe network is shown in the figure below. Determine the actual discharges in each pipe using the Hardy-Cross method. With the help of a spreadsheet, perform fifteen (15) iterations to compute the discharges on each pipe. Submit a copy of your solutions reflecting the following: Tabulation or computation of the K values. Assumed discharges of each pipe and its direction for the first trial. 1st and last iteration tables only with the correctional discharges for each loop. Illustration showing the actual discharges and direction on each pipe. Hazen-Williams Formula Use C = 125
A simple pipe network is shown in the figure below. Determine the actual discharges in each pipe using the Hardy-Cross method. With the help of a spreadsheet, perform fifteen (15) iterations to compute the discharges on each pipe. Submit a copy of your solutions reflecting the following: Tabulation or computation of the K values. Assumed discharges of each pipe and its direction for the first trial. 1st and last iteration tables only with the correctional discharges for each loop. Illustration showing the actual discharges and direction on each pipe. Hazen-Williams Formula Use C = 125
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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ipe Network): 0.225 cu.m./s A 0.1125 cu.m./s L0.1125 cu.m./s Pipe Pipe Length (m) Diameter (cm) 30 30 K АВ 1 915 BC 610 AD BE CF 3 460 460 25 4 20 25 460 915 DE 6. 20 EF 7 610 20 DG 305 25 GH 305 25 GH 10 1525 30 *** Correction: Pipe 9 = Pipe FH
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Renews on Dec 25, 2021
Question
- A simple pipe network is shown in the figure below. Determine the actual discharges in each pipe using the Hardy-Cross method.
- With the help of a spreadsheet, perform fifteen (15) iterations to compute the discharges on each pipe.
- Submit a copy of your solutions reflecting the following:
- Tabulation or computation of the K values.
- Assumed discharges of each pipe and its direction for the first trial.
- 1st and last iteration tables only with the correctional discharges for each loop.
- Illustration showing the actual discharges and direction on each pipe.
-
- Hazen-Williams Formula
Use C = 125
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