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 reservoir have pipes that meet at a point of elevation 0 m. Their characteristics are as shown, using n = 0.01, determine the flow of water in cu.m./sec at the pipe reservoir A.
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Three reservoirs A, B, and C are connected by pipelines 1, 2, and 3 respectively which merges at a junction X. The elevation of reservoir A is 300 m and that of B is 285 m. The rate of flow from reservoir A is 1.4 m/s. Diameter Length Friction Factor Pipe 1 800 mm 1500 m 0.0157 2 600 mm 450 m 0.0162 3 450 mm 1200 m 0.0177 Find the rate of flow in reservoir B. Calculate the rate of flow in reservoir C. Solve the elevation of reservoir C.
The three reservoirs, A, B and C are connected by pipelines A, B and C respectively which meets at the junction X. The elevation of reservoir A is equal to 300 m while that of B is 285 m. The discharge flowing out of reservoir A is 1.4 cu.m/sec. (Pipes, Diameter, Length, Friction factor "f")A, 800 mm, 1500 m, 0.0157B, 600 mm, 450 m, 0.0162C, 450 mm, 1200 m, 0.0177 (a) Compute the rate of flow in reservoir B in cu.m/sec. (b) Compute the rate of flow in reservoir C in cu.m/sec. (c) Compute the elevation of Reservoir C in meters.
Help please. Thanks
subject: hydraulics engineering
answer should be on the choices
do not round off everything
Q1: given a reservoir with a storage discharge linear relationship governed by the equation: S-KQ, if the K-8000 and the initial storage is 30000m³,rout the inflow hydrograph given below using At=1hr. S 0 1 2 3 4 5 6 7 8 Time, hr. 100 200 0 400 300 200 100 50 Inflow m³/sec 0
Reservoirs A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction D. Reservoir A is at elevation 80 m, reservoir B is at elevation 50 m, and reservoir C is at elevation 10 m. Diameter Length Friction Factor 400 mm 500 mm Pipe 1800 m 2000 m 1 0.02 2 0.025 3 800 mm 4000 m 0.03 a. Compute the discharge flowing out of reservoir A. b. Determine the discharge flowing in or out at reservoir B. c. Find the discharge flowing towards reservoir C.
Please answer with complete solution and explanation