Consider the two reservoirs shown in figure, connected by a single pipe that changes diameter over its length. The surface of the two reservoirs have a difference in level of Sm. The pipe has a diameter of 200mm for the first 15m (from A to C) then a diameter of 250mm for the remaining 45m (from C to n). For the entrance use KL-05 and the exit KL1.0. The join at Cis sudden K-1.0. For both pipes use f-0.01. find Q Enterence pipe2 Dizmelor Dz250mn -Pipe1 DiamebrP=2oam Length=L2= 45m. lergth =4,=15m lution,

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Consider the two reservoirs shown in figure, connected by a single pipe that changes diameter
over its length. The surface of the two reservoirs have a difference in level of 9m. The pipe has a
diameter of 200mm for the first 15m (trom A to C) then a diameter of 250mm for the remaining
45m (from C to B). For the entrance use KL=0.5 and the exit KL=1.0. The join at Cis sudden
K-1.0. For both pipes use f=0.01. find Q.
Enterence.
pipe2.
Dizmelor = Dz=250mm
-Pipe1
Diameloe i
Length=L2=D45m.
D=20am
leryth =4,=15m.
8 Exit-
Iution
Transcribed Image Text:Consider the two reservoirs shown in figure, connected by a single pipe that changes diameter over its length. The surface of the two reservoirs have a difference in level of 9m. The pipe has a diameter of 200mm for the first 15m (trom A to C) then a diameter of 250mm for the remaining 45m (from C to B). For the entrance use KL=0.5 and the exit KL=1.0. The join at Cis sudden K-1.0. For both pipes use f=0.01. find Q. Enterence. pipe2. Dizmelor = Dz=250mm -Pipe1 Diameloe i Length=L2=D45m. D=20am leryth =4,=15m. 8 Exit- Iution
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