Find the uniform flow depth in the trapezoidal channel using the manning’s formula.
Denote the Discharge in the channel as, Area of trapezoidal channel as A, Hydraulic radius as
, Manning’s roughness coefficient as n, and Bottom slope as
.
Substitute for
and
for
.
…… (1)
Denote the Bottom width of trapezoidal channel as , depth of flow as y, and Side slope as 1 vertical to
horizontal.
Design the trapezoidal channel for maximum discharge
Select the channel with minimum wetted perimeter for a given discharge.
Express the hydraulic radius formula.
Express the area of flow in the channel formula.
Find the Bottom width of the trapezoidal.
…… (2)
Find the uniform flow depth.
Substitute for A, 0.020 for n, 0.001 for
and
for R in Equation (1).
Thus, the flow depth of the trapezoidal channel is .
Find the bottom width of the trapezoidal channel.
Substitute 1.9328 m for y in Equation (2).
Thus, the bottom width of the trapezoidal channel is .
Thus, the cross-section with greatest hydraulic efficiency is .
Determine the cross-section of the greatest hydraulic efficiency for a trapezoidal channel with side slope of...
Determine the cross section of the greatest hydraulic efficiency for a trapezoidal channel with side slope of 1 vertical to 2 horizontal if the design discharge is 250 m3/s. The channel slope is 0.001 and Manning’s roughness factor is 0.020.
Please help ,,,,, water resources
Determine the cross-section of the greatest hydraulic efficiency for a trapezoidal channel with side slope of I vertical to 2 horizontal if the design discharge is 12 m^3/s. The channel slope is 0.001 and Manning's roughness factor is 0.020.
A 2.44 wide channel with a bed slope of 0.0004 has a depth of flow of 0.61 m. (a) Determine the discharge of the channel. The manning coefficient is 0.015. (b) Determine the normal depth if the channel has a flow rate of 2.85 m3/s. (c) Determine the cross section of greatest hydraulic efficiency for a trapezoidal channel if the design discharge is 10 m3/s, the channel slope is 0.0052 and manning’s n = 0.025.
QUESTION 1 A trapezoidal, concrete lined channel is to be constructed to carry floodwater. The slope of the ground surface is 1 in 500. The design discharge is 10 m3/s. Calculate the dimensions of the trapezoidal channel that will minimize excavation and results in the optimum hydraulic section. (Take Manning’s n = 0.015).
A trapezoidal channel has a bottom width, b, of 10.0 m and a side slope ratio of 3:1. The Manning’s n of the channel is 0.025, and it is laid on a slope of 0.001. If the water depth is 2 m at the downstream end, write and submit an R script to compute the water surface profile for a discharge of 30 m3 /s. Also submit a plot of the water profile in elevation (m) for 1000 m channel...
A trapezoidal channel has a side slope of 1:1 and a bed width of 6.0 m. A hydraulic jump with a height of 0.5 m (i.e. the difference between water surface elevation upstream and downstream of the jump) is encountered in the channel. If the channel has a discharge of 10 m3/s, determine the critical depth in the channel. Plot the momentum curve and determine the flow depth immediately upstream and downstream of the jump.
#4 [5 points] A trapezoidal channel of bottom width 25 ft and side slope 1:2.5 carries a discharge of 450 cfs with a normal depth of 3.5 ft. The elevations at the beginning and end of the channel are 685 and 650 ft., respectively. Determine the length of the channel if n = 0.02. #5 [5 points] Water is flowing at a rate of 4.5 m3/s in a trapezoidal channel whose bottom width is 2.4 m and side slopes are...
A concrete-lined (smooth) trapezoidal channel with a bottom width of 10 ft and side slope 2 horizontal to 1 vertical has a slope 0,002 and is designed for a discharge of 160 cts. Determine the water depth in the channel,
Design a concrete trapezoidal channel with best hydraulic cross-section that can handle the flow from the development above. The slope of the channel is 0.05. Describe the flow condition in the channel. 3. art ii-open books and notes (20 points each - use NRCS methods to solve these problems) A proposed 40 ha development in Jackson, Mississippi, includes 10 ha parking lot, 10 ha buildings, and the rest is grass area which includes 1 ha detention pond. The runoff from...
Question 6 A concrete-lined trapezoidal channel with uniform flow has a normal depth of 1.5 m. The base width is 4 m and the side slopes are equal at 1 vertical to 2 horizontal. Mannin‘s n-0015. The bed slope 0.001 Compute the mean velocity and discharge. If the above channel were to be designed for flooding, it may have a section like in Figure below 8 m 8 m 4 m When the flow goes over the top of the...