A trapezoidal channel having bottom width 6m ,side slopes 2 horizontal to 1 vertical ,Mannings n=...

A trapezoidal channel having bottom width 6m ,side slopes 2 horizontal to 1 vertical ,Mannings n= 0.025 and bottom slope 0.016 ,carries a discharge of 10 m3/sec . Compute the back water profile created by the dam which backs up the water to a depth of 2.0 m immediately behind the dam ((Direct method if it is possible))

Expert Solution

Ally Wells answered 2 years ago

A trapezoidal channel having bottom width 6m ,side slopes 2 horizontal to 1 vertical ,Manning’s n=...

A trapezoidal channel having bottom width 6m ,side slopes 2 horizontal to 1 vertical ,Manning’s n= 0.025 and bottom slope 0.016 ,carries a discharge of 10 m3/sec . Compute the back water profile created by the dam which backs up the water to a depth of (3) immediately behind the dam. [ 5 Marks ] ( THIS SHOULD BE DONE USING EXCEL SHEET )

Compute the normal depth (y) in a trapezoidal channel having a bottom-width 10 m, side slopes...

Compute the normal depth (y) in a trapezoidal channel having a bottom-width 10 m, side slopes 1H to 1V and carrying a flow of 30 m3/s. The slope of the channel bottom is So = 0.001 and n = 0.013. A. B. C. D.

B. A trapezoidal channel with a bottom width of 4 m and side slopes 4H: 1V...

B. A trapezoidal channel with a bottom width of 4 m and side slopes 4H: 1V carries a discharge of 30 m3 /s. The channel has bed slope= 0.1 % and manning roughness coefficient = 0.015. Determine the following: i. the minimum specific energy ii. the normal depth iii. the critical slope iv. state of the flow in the channel

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A trapezoidal channel has size slopes of 3:1 (H:V), a bottom width of 22 feet, a longitudinal slope of 0.0003, a Manning’s roughness coefficient of 0.023, and carries a flow rate of 340 cfs. a) Calculate the normal depth in this channel. b) Calculate the normal specific energy. c) Calculate the Froude number. State the classification of flow. d) State how the critical depth will compare to the normal depth and why.

A trapezoidal channel carrying 280 cfs has a bottom width of 12 ft, side slope of...

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A trapezoidal earthen channel that is straight and in good condition with a bottom width of 5.0 ft with side slopes on the left side of 2H to 1V and on the right side of 3H to 1V (two different side slopes) carries a discharge of 200 cfs for a 15-year design storm. The channel slope is 0.001 ft/ft. Determine the following: a) Normal Depth b) Critical Depth c) Critical Slope d) Froude number f) What is the flow type?

Question 1 Calculate the Hydraulic Radius for a trapezoidal channel that has a bottom width of...

Question 1 Calculate the Hydraulic Radius for a trapezoidal channel that has a bottom width of 4 feet, side slopes, s = 20, a Manning’s n value of 0.012, and bottom slope of 1.5%, and a depth of flow of 1 foot. a. 0.54 ft b. 1.3 ft c. 2.1 ft d. 2.9 ft e. 3.7 ft 2 points Question 2 A trapezoidal channel that has a bottom width of 4 feet, side slopes 2:1 (H:V) and bottom slope of...

A trapezoidal channel has a bottom width of 3.25 m and sides with a slope of...

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4. A trapezoidal channel of bedwidth6.0m,side slopes are2:1,longitudinal bed slope=10cm/Km, Manning n = 0.025 and the...

4. A trapezoidal channel of bedwidth6.0m,side slopes are2:1,longitudinal bed slope=10cm/Km, Manning n = 0.025 and the critical depth = 0.327 m. If the discharge is doubled, find the corresponding normal water depth and critical slope

For a trapezoidal-shaped, concrete-finished gravel bottom channel along a 0.5% slope, with a bottom width of...

For a trapezoidal-shaped, concrete-finished gravel bottom channel along a 0.5% slope, with a bottom width of 8 feet, a top width of 32 feet, and side slopes of 4:1, calculate: a. the channel’s full capacity discharge, b. velocity at full capacity discharge, and c. discharge and velocity when stream flow is 0.5 feet from the top of the channel.

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