Question

7. A) Find the depth of water flowing through a triangular channel having a bed slope...

7. A) Find the depth of water flowing through a triangular channel having a bed slope of 1 in 3500 and side slope of 1:1, when it carries 1.2 m3/s. Take Manning’s Coefficient N = 0.014

B) For a most economical trapezoidal section of side slope 2h: 5V, bed slope of 1 in 2000 and C = 50. Find the rate of flow if the bottom width of the channel is 5 m.

Homework Answers

Answer #1

you must know or get familiar with the formulas of different most economical sections which will be easy to do the problems like these

Here, in triangular channel R=wetted area/wetter perimeter.

= (y×y)/ (√2y+√2y)

Since, 1:1 slope, angle is 45° (total 90°), so inclined line becomes hypotneus=√2 times y.

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
2. (a)   A channel has a triangular cross section with equal sides, a bed slope of...
2. (a)   A channel has a triangular cross section with equal sides, a bed slope of 1 in 5000 and a Mannings, n, 0.025. When the flow is 50 cfs. Determine the normal depth of the channel.            (b) Determine the optimum dimensions (B, L, y, b) for the trapezoidal channel , if the flow rate in the channel is 0.55m3/s, the channel slope is 1:2500 and the Chezy coefficient is 85 m1/2 s-1.
The discharge in a channel with bottom width 3 m is 12 m3 s–1. If Manning’s...
The discharge in a channel with bottom width 3 m is 12 m3 s–1. If Manning’s n is 0.013 m-1/3 s and the streamwise slope is 1 in 200, find the normal depth if: (a) the channel has vertical sides (i.e. rectangular channel); (b) the channel is trapezoidal with side slopes 2H:1V. (Answer with steps plz)
A discharge of 4.25 m3 /s occurs within a trapezoidal channel with a base width of...
A discharge of 4.25 m3 /s occurs within a trapezoidal channel with a base width of 3m, 3:1 side slopes (i.e. Z = 3), a longitudinal bed slope of 0.0009 m/m with a Manning’s roughness coefficient of 0.025 (i.e. sand). State the normal flow depth (yn) critical flow depth (yc) and the Froude Number of the flowing water.
A hydraulic jump is formed in a trapezoidal channel of 2.0-m bed width, 1:1 side slope,...
A hydraulic jump is formed in a trapezoidal channel of 2.0-m bed width, 1:1 side slope, and carrying a discharge of 6.0 m3/s. The initial and final depths of the jump are 0.5m and 2.0m, respectively. Concrete blocks are placed to stabilize the jump. Cf = 0.6. Construct the M-y diagram for the channel section. Find the critical depth.
a trapezoidal channel to carry 142 m³/minute of water is designed to have a minimum cross-section....
a trapezoidal channel to carry 142 m³/minute of water is designed to have a minimum cross-section. find the bottom width and depth if the bed slope is1 in 1200, the side slope at 45° and chezy's co-efficient =55
A trapezoidal channel is 6 m wide and has a side slope of 0.5 horizontal: 1...
A trapezoidal channel is 6 m wide and has a side slope of 0.5 horizontal: 1 vertical. If the bed slope of the channel is 0.0004 and Manning’s n = 0.02, find the discharge which can make the channel a hydraulically efficient channel section.
A rectangular channel with a width of 6.5m and water depth of 1.35m has a channel...
A rectangular channel with a width of 6.5m and water depth of 1.35m has a channel bed slope of 1 in 900. Determine the discharge when Manning’s roughness coefficient n=0.015. By changing the size of the channel but keeping the same quantity of lining, determine the new dimensions (water depth and width) if it is desired to increase the discharge to a maximum and also calculate percentage increase in discharge
Determine the normal depth, critical depth, and channel type (mild, steep, etc.) for a trapezoidal channel...
Determine the normal depth, critical depth, and channel type (mild, steep, etc.) for a trapezoidal channel with a base width of 22 and side slope 4 to 1. There is a flow rate of 1500 cfs flowing through the channel. The overall longitudinal slope is 2% and the channel is composed of soil (n=0.03).  
Water is flowing uniformly in a finished-concrete channel of trapezoidal cross section with a bottom width...
Water is flowing uniformly in a finished-concrete channel of trapezoidal cross section with a bottom width of 0.7 m, trapezoid angle of 50°, and a bottom angle of 0.45°. If the flow depth is measured to be 0.45 m, determine the flow rate of water through the channel. Manning coefficient (n) for finished concrete is 0.012.
A flow of 28 m3/sec occurs in an earth-lined trapezoidal channel having base width 3.0m, side...
A flow of 28 m3/sec occurs in an earth-lined trapezoidal channel having base width 3.0m, side slopes 1V:2H and n= 0.022. Calculate the critical depth.