Question

In: Civil Engineering

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.

Solutions

Expert Solution

Given,

Trapezoidal shaped concrete finished gravel bottom channel

n = 0.012

Slope = 0.5 % = 0.005

Bottom width = 8 ft

Side slope = 4:1

Top width = B + 4y + 4y = 32 ft

y = 3 ft

Area = 0.5 * y * (B+T) = 0.5 * 3 * 40 = 60

Perimeter = = 32.74 ft

R = A/P = 60/32.74 = 1.833 ft

b) Velocity at full capacity discharge:

= 8.84 ft/sec

a) Channel's full capacity discharge:

Q = A * V = 60 * 8.84 = 530.4 /sec

c) Discharge and velocity when stream flow is 0.5 ft from top of channel

y = 3 - 0.5 = 2.5 ft

T = B + 8y = 8 + 8 * 2.5 = 28 ft

A = 0.5 * 2.5 * 36 = 45

P = = 28.62 ft

R = A/P = 45/28.62 = 1.57 ft

Velocity,

= 7.96 ft/sec

Discharge, Q = A * V = 45 * 7.96 = 358.2 /sec


Related Solutions

A trapezoidal channel has a bottom width of 3.25 m and sides with a slope of...
A trapezoidal channel has a bottom width of 3.25 m and sides with a slope of 1 vertical to 1.5 horizontal. The slope of the bed is 1 in 2000 and the depth of water is 1.2 m. a) Using the Manning Formula with n = 0.025, calculate the velocity and the discharge rate of the flow. b) Calculate the Chezy number for the channel and use that to re- calculate the velocity and the discharge rate of the flow....
A trapezoidal channel carrying 280 cfs has a bottom width of 12 ft, side slope of...
A trapezoidal channel carrying 280 cfs has a bottom width of 12 ft, side slope of 2 and a longitudinal bottom slope of 0.001. The critical depth is 2.25 ft and the normal depth is 2.78. The flow depth at the downstream end of this channel is 3.12 ft. Determine which of the statements below is correct. Select one: a. The flow depth decreases in the flow direction. b. None of the above. c. A flow depth of 2.55 ft...
A trapezoidal earthen channel that is straight and in good condition with a bottom width of...
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...
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
A trapezoidal channel that has a 15 foot bottom width, Manning’s roughness coefficient of 0.033, bed...
A trapezoidal channel that has a 15 foot bottom width, Manning’s roughness coefficient of 0.033, bed slope of 0.0021 ft/ft, symmetrical side slopes of 4H:1V (s = 4), and conveys 250 cfs. It is dammed up to a depth of 4 feet. How far back upstream will it take for the M1 curve to reach normal depth?     a.   1,430 ft.     b.   1,894 ft.     c.   2,302 ft.     d.   2,934 ft.     e.   3,486 ft.
Hydraulic engineering: A trapezoidal channel that has a 15 foot bottom width, Manning’s roughness coefficient of...
Hydraulic engineering: A trapezoidal channel that has a 15 foot bottom width, Manning’s roughness coefficient of 0.033, bed slope of 0.0021 ft/ft, symmetrical side slopes of 4H:1V (s = 4), and conveys 250 cfs. It is dammed up to a depth of 4 feet. How far back upstream will it take for the M1 curve to reach normal depth?     a.   1,430 ft.     b.   1,894 ft.     c.   2,302 ft.     d.   2,934 ft.     e.   3,486 ft.
A trapezoidal channel has size slopes of 3:1 (H:V), a bottom width of 22 feet, a...
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.
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.  
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))
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT