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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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

0.225 cu.m./s
A
C
L0.1125 cu.m./s
G
L0.1125 cu.m./s
Length (m)
915
Diameter (cm)
Pipe
АВ
Pipe
1
K
30
ВС
2
610
30
AD
460
460
25
BE
4
20
CF
460
25
DE
6
915
20
EF
7
610
20
DG
8
305
25
FH
305
25
GH
10
1525
30
Transcribed Image Text:0.225 cu.m./s A C L0.1125 cu.m./s G L0.1125 cu.m./s Length (m) 915 Diameter (cm) Pipe АВ Pipe 1 K 30 ВС 2 610 30 AD 460 460 25 BE 4 20 CF 460 25 DE 6 915 20 EF 7 610 20 DG 8 305 25 FH 305 25 GH 10 1525 30
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