Q-39: Two reservoirs have a difference of head of 6 m and are connected by a pipe line which consists of a single 600 mm diameter pipe 3000 m long feeding a junction from which two pipes, each of 300 mm diameter and 3000 m long, lead in parallel to the lower reservoirs. If f = 0.04, what will be the total discharge? A H-6m f -0-04 Q2 C d1= 600mm 199 d2=d3=3000mm 12-1-3000mm L1=300 mm Q3 Q-37: A straight 900 mm pipe line 4 Km long is laid between two reservoirs having a difference of levels of 23 m. To increase the capacity of the system an additional 2 Km long 900 mm diameter pipe is laid parallel from the first reservoir to the mid- point of the original pipe. Assuming f = 0.04for both pipes, find the increase in discharge due to installation of the new pipe. A H-23m Reservoir d,900mm Lj 2 km d3 900mm 3-2 km Reservoir 8. 12-2km d2-900mm

Q-39: Two reservoirs have a difference of head of 6 m and are connected by a pipe line which consists of a single 600 mm diameter pipe 3000 m long feeding a junction from which two pipes, each of 300 mm diameter and 3000 m long, lead in parallel to the lower reservoirs. If f = 0.04, what will be the total discharge? A H-6m f -0-04 Q2 C d1= 600mm 199 d2=d3=3000mm 12-1-3000mm L1=300 mm Q3 Q-37: A straight 900 mm pipe line 4 Km long is laid between two reservoirs having a difference of levels of 23 m. To increase the capacity of the system an additional 2 Km long 900 mm diameter pipe is laid parallel from the first reservoir to the mid- point of the original pipe. Assuming f = 0.04for both pipes, find the increase in discharge due to installation of the new pipe. A H-23m Reservoir d,900mm Lj 2 km d3 900mm 3-2 km Reservoir 8. 12-2km d2-900mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

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Q-39: Two reservoirs have a difference of head of 6 m and are connected by a pipe line
which consists of a single 600 mm diameter pipe 3000 m long feeding a junction from
which two pipes, each of 300 mm diameter and 3000 m long, lead in parallel to the
lower reservoirs. If f = 0.04, what will be the total discharge?
A
H-6m
f -0-04
Q2
C
d1= 600mm
199
d2=d3=3000mm
12-1-3000mm
L1=300 mm
Q3
Q-37: A straight 900 mm pipe line 4 Km long is laid between two reservoirs having a
difference of levels of 23 m. To increase the capacity of the system an additional 2 Km
long 900 mm diameter pipe is laid parallel from the first reservoir to the mid- point of
the original pipe. Assuming f = 0.04for both pipes, find the increase in discharge due
to installation of the new pipe.
A
H-23m
Reservoir
d,900mm
Lj 2 km
d3 900mm
3-2 km
Reservoir
8.
12-2km
d2-900mm

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