Q1 Design a siphon aqueduct for the following data: Canal Stream Discharge (m3/s) 40 600 Bed level (m AOD) 200.0 195.0 Canal FSL (m AOD) 203.00 30 Bed width (m) Canal side slopes 1.5:1V 1.5:1V Stream HFL (m AOD 201.00 The general terrain level is 200.00m AOD. Design an expanding transition for the flume-canal layout using the Vittal and Chiranjeevi (1983) method

Q1 Design a siphon aqueduct for the following data: Canal Stream Discharge (m3/s) 40 600 Bed level (m AOD) 200.0 195.0 Canal FSL (m AOD) 203.00 30 Bed width (m) Canal side slopes 1.5:1V 1.5:1V Stream HFL (m AOD 201.00 The general terrain level is 200.00m AOD. Design an expanding transition for the flume-canal layout using the Vittal and Chiranjeevi (1983) method

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

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

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Q1
Design a siphon aqueduct for the following data:
Canal
Stream
Discharge (m3/s)
40
600
Bed level (m AOD)
200.0
195.0
Canal FSL (m AOD)
203.00
30
Bed width (m)
Canal side slopes
1.5:1V
1.5:1V
Stream HFL (m AOD
201.00
The general terrain level is 200.00m AOD.
Design an expanding transition for the flume-canal layout using the Vittal and Chiranjeevi (1983) method

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