Vertical: 2 Horizontal. 3) A concrete (Manning's n = 0.016) trapezoidal channel is to be designed as shown in Figure bel

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Vertical: 2 Horizontal. 3) A concrete (Manning's n = 0.016) trapezoidal channel is to be designed as shown in Figure bel

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Vertical 2 Horizontal 3 A Concrete Manning S N 0 016 Trapezoidal Channel Is To Be Designed As Shown In Figure Bel 1
Vertical 2 Horizontal 3 A Concrete Manning S N 0 016 Trapezoidal Channel Is To Be Designed As Shown In Figure Bel 1 (26.9 KiB) Viewed 14 times
Vertical: 2 Horizontal. 3) A concrete (Manning's n = 0.016) trapezoidal channel is to be designed as shown in Figure below. One of the side slopes is fixed based on the geotechnical considerations as I (a) Find the remaining side slope Iim and the bottom width to water depth ratio (b/y) for [10] (b) Calculate the dimensions of this channel for a discharge of 20m/s and bed slope (So) [10] the most efficient cross-section to maintain a uniform velocity of 2.5m/s. Free board y 1 2 m b
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