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sing mannings formula 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.

sing mannings formula 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.

International Edition---engineering Mechanics: Statics, 4th Edition
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter1: Introduction To Statics
Section: Chapter Questions
Problem 1.12P: A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance...
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Using mannings formula 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.

0.225 cu.m./s A E 0.1125 cu.m./s G L0.1125 cu.m./s Pipe Pipe 1 Length (m) 915 Diameter (cm) K АВ 30 BC 2 610 30 AD 3 460 25 BE 4 460 20 CF 460 25 DE 915 20 EF 7 610 20 DG 305 25 GH 9. 305 25 GH 10 1525 30 २ ३
Transcribed Image Text:0.225 cu.m./s A E 0.1125 cu.m./s G L0.1125 cu.m./s Pipe Pipe 1 Length (m) 915 Diameter (cm) K АВ 30 BC 2 610 30 AD 3 460 25 BE 4 460 20 CF 460 25 DE 915 20 EF 7 610 20 DG 305 25 GH 9. 305 25 GH 10 1525 30 २ ३
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