2.In a water treatment unit, the flow through a trapezoidal cross-sectional tapping channel, is connected by a pipe-carrying channel to a flocculation pond with the dimensions shown in Figure 1. If it is known that the bottom slope of the channel is 0.0013 and the n-Manning coefficient is 0.045, what is the diameter pipe in the conveyance to meet the speed requirement of 1 m/s ? 70 cm 50 cm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2.In a water treatment unit, the flow through a trapezoidal cross-sectional tapping channel, is
connected by a pipe-carrying channel to a flocculation pond with the dimensions shown in
Figure 1. If it is known that the bottom slope of the channel is 0.0013 and the n-Manning
coefficient is 0.045, what is the diameter pipe in the conveyance to meet the speed
requirement of 1 m/s ?
70 cm
1
50 cm
Transcribed Image Text:2.In a water treatment unit, the flow through a trapezoidal cross-sectional tapping channel, is connected by a pipe-carrying channel to a flocculation pond with the dimensions shown in Figure 1. If it is known that the bottom slope of the channel is 0.0013 and the n-Manning coefficient is 0.045, what is the diameter pipe in the conveyance to meet the speed requirement of 1 m/s ? 70 cm 1 50 cm
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