General Instructions: 1. A simple pipe network is shown in the figure below. Determine the actual discharges in each pipe using the Hardy-Cross method. 2. With the help of a spreadsheet, perform fifteen (15) iterations to compute the discharges on each pipe. 3. 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. 4. MS Excel file or the spreadsheet program. 5. Hazen-Williams Formula: Use C = 125
General Instructions: 1. A simple pipe network is shown in the figure below. Determine the actual discharges in each pipe using the Hardy-Cross method. 2. With the help of a spreadsheet, perform fifteen (15) iterations to compute the discharges on each pipe. 3. 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. 4. MS Excel file or the spreadsheet program. 5. Hazen-Williams Formula: Use C = 125
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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General Instructions:
1. A simple pipe network is shown in the figure below. Determine the actual discharges in each pipe using the Hardy-Cross method.
2. With the help of a spreadsheet, perform fifteen (15) iterations to compute the discharges on each pipe.
3. 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.
4. MS Excel file or the spreadsheet program.
5. Hazen-Williams Formula: Use C = 125
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