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QUESTION 3 A rough concrete rectangular channel with a bottom width of 8 feet drops 1...
A rectangular channel lined with concrete n=.013 with bottom width b=2.5m is laid on a slope...
A rectangular channel lined with concrete n=.013 with bottom width b=2.5m is laid on a slope of S0=.006. For this channel estimate the critical slope that will have a normal depth of flow of yc=1.5. What is the limit slope SL of this channel? Is the actual slope of the channel greater or less than the limit slope SL?
Need urgent help on these questions regarding Fluid Mechanics. QUESTION 7 A rough concrete n oa, 1.5 ft. O b.2.0 ft...
Need urgent help on these questions regarding Fluid Mechanics.
QUESTION 7 A rough concrete n oa, 1.5 ft. O b.2.0 ft. O c 2.5 ft О 0.3.0 ft. O e.3.5t 0 016 rectangular channel that has a bottom width of 3 0 feet and bottom slope of 1.0%. Calculate the normal depth for a flow of 100 ct QUESTION A triangular channel that has side slopes 5:1 (HV) and bottom slope of 225%. Calculate the Froude Number for a flow...
QUESTION 4 What is the normal depth in a 4-foot wide rectangular channel that conveys a...
QUESTION 4 What is the normal depth in a 4-foot wide rectangular channel that conveys a discharge of 133 cfs and has a bed slope of 2.0% with a Manning's roughness coefficient of 0.025? a. 1 40 foot 6.2.10 feet c. 2.71 feet O d. 3.39 feet e. 4.40 feet
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 =
A trapezoidal channel has a bottom width, b, of 10.0 m and a side slope ratio...
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...
Q1) Consider a rectangular channel with a constant width b, a) Obtain the equation of water...
Q1) Consider a rectangular channel with a constant width b, a) Obtain the equation of water surface profile (dy/dx) as function of Froude number and channel bottom slope in a channel transition assuming that over a short distance Ax, the energy losses can be neglected. b) Using the equation you have obtained, draw the water surface profile if flow is supercritical and if there is a downward step at the channel bed and show your results on the graph of...
02) A long rectangular channel is 3 m wide with Manning roughness of 0.018 and bottom...
02) A long rectangular channel is 3 m wide with Manning roughness of 0.018 and bottom slope of 2%. The channel runs downstream from a reservoir into a free overfall at its end. In the reservoir the water surface level is 1.35 m above the bed of the channel at the entrance. Ignore local loss at entrance. a) Calculate the critical depth, the discharge and the normal depth of the channel. (5/8) b) Sketch the water surface profile in the...
solve and show all work A small, concrete, rectangular storm water channel has a uniform slope equal to 0.001, width of 5 meters and depth of 3 meters. If the channel is flowing full, what is its...
solve and show all work
A small, concrete, rectangular storm water channel has a uniform slope equal to 0.001, width of 5 meters and depth of 3 meters. If the channel is flowing full, what is its conveyance? Assume uniform flow conditions. Use n 0.013. 8. a. 15 m3/s b. 25 m3/s 35 m3/s 45 m3/s -. C. d.
A small, concrete, rectangular storm water channel has a uniform slope equal to 0.001, width of 5 meters and depth of...
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....
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...
(25) 3. The City Engineer for the town of Alliance, located at the southern end of the Wildcat Mountains in western Nebraska, has been tasked to design a smooth rectangular drainage channel to dr...
(25) 3. The City Engineer for the town of Alliance, located at the southern end of the Wildcat Mountains in western Nebraska, has been tasked to design a smooth rectangular drainage channel to drain the water that will run off the new industrial complex being constructed just west of town. The channel must run ten miles before it empties into the east flowing Niobrara River. For the first six miles the water is to be 3.0 meters in depth with...
Need urgent help on these questions regarding Fluid Mechanics.
QUESTION 7 A rough concrete n oa, 1.5 ft. O b.2.0 ft. O c 2.5 ft О 0.3.0 ft. O e.3.5t 0 016 rectangular channel that has a bottom width of 3 0 feet and bottom slope of 1.0%. Calculate the normal depth for a flow of 100 ct QUESTION A triangular channel that has side slopes 5:1 (HV) and bottom slope of 225%. Calculate the Froude Number for a flow...
QUESTION 4 What is the normal depth in a 4-foot wide rectangular channel that conveys a discharge of 133 cfs and has a bed slope of 2.0% with a Manning's roughness coefficient of 0.025? a. 1 40 foot 6.2.10 feet c. 2.71 feet O d. 3.39 feet e. 4.40 feet
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 =
Q1) Consider a rectangular channel with a constant width b, a) Obtain the equation of water surface profile (dy/dx) as function of Froude number and channel bottom slope in a channel transition assuming that over a short distance Ax, the energy losses can be neglected. b) Using the equation you have obtained, draw the water surface profile if flow is supercritical and if there is a downward step at the channel bed and show your results on the graph of...
02) A long rectangular channel is 3 m wide with Manning roughness of 0.018 and bottom slope of 2%. The channel runs downstream from a reservoir into a free overfall at its end. In the reservoir the water surface level is 1.35 m above the bed of the channel at the entrance. Ignore local loss at entrance. a) Calculate the critical depth, the discharge and the normal depth of the channel. (5/8) b) Sketch the water surface profile in the...
solve and show all work
A small, concrete, rectangular storm water channel has a uniform slope equal to 0.001, width of 5 meters and depth of 3 meters. If the channel is flowing full, what is its conveyance? Assume uniform flow conditions. Use n 0.013. 8. a. 15 m3/s b. 25 m3/s 35 m3/s 45 m3/s -. C. d.
A small, concrete, rectangular storm water channel has a uniform slope equal to 0.001, width of 5 meters and depth of...
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...
(25) 3. The City Engineer for the town of Alliance, located at the southern end of the Wildcat Mountains in western Nebraska, has been tasked to design a smooth rectangular drainage channel to drain the water that will run off the new industrial complex being constructed just west of town. The channel must run ten miles before it empties into the east flowing Niobrara River. For the first six miles the water is to be 3.0 meters in depth with...
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