The elevations of water surfaces in reservoirs A and B are 300 ft and 250 ft, respectively, and discharge Q1 = 50 ft³/s. Determine the following: a. the elevation of the surface of reservoir C, EI C. L (ft) 5000 pipe d (in) 1 36 0.0157 1500 24 0.0162 3 4000 18 0.0177 В

The elevations of water surfaces in reservoirs A and B are 300 ft and 250 ft, respectively, and discharge Q1 = 50 ft³/s. Determine the following: a. the elevation of the surface of reservoir C, EI C. L (ft) 5000 pipe d (in) 1 36 0.0157 1500 24 0.0162 3 4000 18 0.0177 В

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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Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

The elevations of water surfaces in reservoirs A and B are 300 ft and 250 ft, respectively, and discharge Q1 = 50 ft³/s.
Determine the following:
a. the elevation of the surface of reservoir C, El C.
pipe L (ft) d (in)
f
1
5000
36
0.0157
2
1500
24
0.0162
3
4000
18
0.0177
A
В

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Three reservoirs are connected by a piping system and the properties of the pipes are as shown below. If the rate of flow from reservoir A is 1200 LPS, and the friction factor, f for all the pipes is 0.025, determine the following: a. Discharge of reservoir B b. Discharge of reservoir C c. Elevation of reservoir C
subject: hydraulics engineering
PROBLEM 2 The elevations of water surfaces in reservoirs A and B are 300 ft and 250 ft, respectively, and discharge Q1 = 50 ft/s. Determine the following: (a) head loss (ft) in pipe 1, hu, (b) the elevation (el D') of the imaginary water surface at the junction, (c) the head loss (ft) in pipe 2, h2, (d) the flow rate (ft/s) in pipe 2, Q2. (e) the flow rate (ft/s) in pipe 3, Q3. (f) the head loss (ft) in pipe 3, h3, (g) the elevation of the surface of reservoir C, El C. pipe L (ft) d (in) 5000 f 1 36 0.0157 2 1500 24 0.0162 3 4000 18 0.0177 A B