Water flows at 4 m3/s along a horizontal channel made of unfinished concrete (n=0.014). If the...
Water flows at 4 m3/s along a horizontal channel made of unfinished concrete (n=0.014). If the channel has a width of 2 m, and the water depth at the control section A is 0.9 m, approximate the depth at the section where x = 2 m from the control section. Use increments of Δd = 0.004 m and plot the profile for 0.884 m ≤ d ≤ 0.9 m.
Homework Answers
Approximate depth at the section where x = 2 m from the control section = 0.89466 m
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Water flows at 4 m3/s along a horizontal channel made
of unfinished concrete (n=0.014). If the...
help please Water flows at 150 ft3 /s down a rectangular channel made of finished concrete....
help please
Water flows at 150 ft3 /s down a rectangular channel made of finished concrete. The channel has a width of 10 ft and a downward slope of 0.0002, and the water depth is 4 ft at the control section A. (Figure 1) Part A Determine the distance z from A to where the depth becomes 3.5 ft. Take n-0.012 Express your answer using three significant figures. vec ft Submit Request Answer Figure < 1of1 Part B Complete previous...
General Note: Always use Rwater = 1000 kg/m), g= 9.81 m/s", and Viwater. = 1*10-6 mº/s...
General Note: Always use Rwater = 1000 kg/m), g= 9.81 m/s", and Viwater. = 1*10-6 mº/s 1) For the given flow conditions in a horizontal rectangular channel: Q=4 m/s, n=0.014, channel width=2 m, the water depth at the control section A is 0.9 m, determine the approximate distance x from A to where the depth is 0.8 m. Fill the Table below and plot the water-surface profile. Show your calculations. (72 – yy)+(V? - V?)/2g Ax = V=-Ra's S.-S, 1...
Water flows at 11 m3/s in a rectangular channel of width 5 m. The slope of...
Water flows at 11 m3/s in a rectangular channel of width 5 m. The slope of the channel is 0.001 and the Manning roughness coefficient is equal to 0.035. If the depth of flow at a selected section is 2 m, calculate the upstream depth at 500 m from the selected section using the standard step method
Please give detailed solution A long rectangular unfinished concrete channel of width 3.6 m carries a...
Please give detailed
solution
A long rectangular unfinished concrete channel of width 3.6 m carries a flow of 14 m/s, with an abrupt change in slope from 0.0019 to 0.0180 at the midpoint of the channel. Determine: a) the uniform flow depths upstream and downstream of the change in slope, b) the critical flow depth, and c) the water surface profile types upstream and downstream of the change in slope.
In a rectangular channel, water flows at a flow rate of 15 m3 / s. The...
In a rectangular channel, water flows at a flow rate of 15 m3 / s. The width of the canal is 4.0 m and the water depth is 2.5 m. Without causing the water in the blast to swell: a) If the channel is narrowed without raising the channel base, what is the minimum value that the base width can take? b) Find the maximum threshold height that can be placed on the base without changing the channel width. c)...
1 Review The channel is made of unfinished concrete. (Figure 1) Part A Determine the required...
1 Review The channel is made of unfinished concrete. (Figure 1) Part A Determine the required slope if the flow is to be 380 ft/s when the depth is y = 6 ft. Take n = 0.014. Express your answer using three significant figures. Figure < 1 of 1 > EVO ALQ IT vec a 0 2 ? So = 7.97 • 10-4 Submit Previous Answers Request Answer X Incorrect; Try Again; 5 attempts remaining 8ft Provide Feedback Next >
Water flows steadily along a horizontal open channel of uniform width, over a broad-crested weir. The...
Water flows steadily along a horizontal open channel of uniform width, over a broad-crested weir. The channel bed upstream from the weir (to the left) is d -0.75m above the channel bed downstream from the weir (to the right), as shown in the figure below. The volume flow rate per unit width is Q 6m2 s-1, and the downstream depth of the water is ћ2-d. Take the magnitude of the acceleration due to gravity as g 10ms-2. d - 0.75...
(5) Water flows along a trapezoidal channel with base width B=1.5 m, side slope 1:1 (horizontal...
(5) Water flows along a trapezoidal channel with base width B=1.5 m, side slope 1:1 (horizontal to vertical) and depth D=0.7 m. It is controlled downstream by a sharp crested weir that has a crest height of H=2.4 m above the channel bed and a crest width equal to that of the base width. Calculate the flow rate in the channel (check any assumptions you make).
Water flows through a rectangular channel 7.3 meter wide, at a rate of 3.1 m^3/s. with...
Water flows through a rectangular channel 7.3 meter wide, at a rate of 3.1 m^3/s. with a depth of 3 meters. The channel is lined with rough concrete and has a slope of 0.075 %. Calculate the critical depth, and normal depth and classify the slope. Manning's number for the channel is 0.014.
Answer and progress. Water flows at 4.3m/s in a rectangular channel of width 3 m and...
Answer and progress.
Water flows at 4.3m/s in a rectangular channel of width 3 m and depth of flow 1m. If the channel width is decreased by 0.75m and the bottom of the channel is raised by 0.25m, Find the followings: The discharge per unit width before the constriction q m3/s/m Discharge per unit width at the constriction q" = m/s/m Water depth of flow in the constriction y2 =
help please
Water flows at 150 ft3 /s down a rectangular channel made of finished concrete. The channel has a width of 10 ft and a downward slope of 0.0002, and the water depth is 4 ft at the control section A. (Figure 1) Part A Determine the distance z from A to where the depth becomes 3.5 ft. Take n-0.012 Express your answer using three significant figures. vec ft Submit Request Answer Figure < 1of1 Part B Complete previous...
General Note: Always use Rwater = 1000 kg/m), g= 9.81 m/s", and Viwater. = 1*10-6 mº/s 1) For the given flow conditions in a horizontal rectangular channel: Q=4 m/s, n=0.014, channel width=2 m, the water depth at the control section A is 0.9 m, determine the approximate distance x from A to where the depth is 0.8 m. Fill the Table below and plot the water-surface profile. Show your calculations. (72 – yy)+(V? - V?)/2g Ax = V=-Ra's S.-S, 1...
Water flows at 11 m3/s in a rectangular channel of width 5 m. The slope of the channel is 0.001 and the Manning roughness coefficient is equal to 0.035. If the depth of flow at a selected section is 2 m, calculate the upstream depth at 500 m from the selected section using the standard step method
Please give detailed
solution
A long rectangular unfinished concrete channel of width 3.6 m carries a flow of 14 m/s, with an abrupt change in slope from 0.0019 to 0.0180 at the midpoint of the channel. Determine: a) the uniform flow depths upstream and downstream of the change in slope, b) the critical flow depth, and c) the water surface profile types upstream and downstream of the change in slope.
1 Review The channel is made of unfinished concrete. (Figure 1) Part A Determine the required slope if the flow is to be 380 ft/s when the depth is y = 6 ft. Take n = 0.014. Express your answer using three significant figures. Figure < 1 of 1 > EVO ALQ IT vec a 0 2 ? So = 7.97 • 10-4 Submit Previous Answers Request Answer X Incorrect; Try Again; 5 attempts remaining 8ft Provide Feedback Next >
Water flows steadily along a horizontal open channel of uniform width, over a broad-crested weir. The channel bed upstream from the weir (to the left) is d -0.75m above the channel bed downstream from the weir (to the right), as shown in the figure below. The volume flow rate per unit width is Q 6m2 s-1, and the downstream depth of the water is ћ2-d. Take the magnitude of the acceleration due to gravity as g 10ms-2. d - 0.75...
Answer and progress.
Water flows at 4.3m/s in a rectangular channel of width 3 m and depth of flow 1m. If the channel width is decreased by 0.75m and the bottom of the channel is raised by 0.25m, Find the followings: The discharge per unit width before the constriction q m3/s/m Discharge per unit width at the constriction q" = m/s/m Water depth of flow in the constriction y2 =
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