(1) Determine an equivalent pipe for the system shown below. (2) If Qr = 2.6 cfs, compute (a) the total head loss from A to C, (b) pressure at A if pressure at C is 25 psi, and (c) the flow in each line. Assume that the Hazen-Williams C's for all pipes are 100 and the pipes are laid on a flat plain. 1 4000 ft, 18 in o A в 2700 ft, 3100 ft, 16 in ø 10 in o 3600 ft, 12 in o Qo
(1) Determine an equivalent pipe for the system shown below. (2) If Qr = 2.6 cfs, compute (a) the total head loss from A to C, (b) pressure at A if pressure at C is 25 psi, and (c) the flow in each line. Assume that the Hazen-Williams C's for all pipes are 100 and the pipes are laid on a flat plain. 1 4000 ft, 18 in o A в 2700 ft, 3100 ft, 16 in ø 10 in o 3600 ft, 12 in o Qo
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3. (1) Determine an equivalent pipe for the system shown below. (2) If QI = 2.6 cfs, compute (a) the total head loss from A to C, (b) pressure at A if pressure at C is 25 psi, and (c) the flow in each line. Assume that the Hazen-Williams C’s for all pipes are 100 and the pipes are laid on a flat
plain.
Transcribed Image Text:(1) Determine an equivalent pipe for the system shown below. (2) If Qi = 2.6 cfs,
compute (a) the total head loss from A to C, (b) pressure at A if pressure at C is 25 psi, and (c) the flow
in each line. Assume that the Hazen-Williams C's for all pipes are 100 and the pipes are laid on a flat
plain.
1
4000 ft, 18 in ø
A
B
3100 ft.
16 in ø
2700 ft,
10 in ø
D
3600 ft, 12 in ø
C
Qo
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