At a distance of 100 m and parallel to a river, a side channel flows through...
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.
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...
I need help please Water at 20 °C flows at 30 m2/s in a rectangular channel that is m wide. Side of chamel Pie Water surface Fier 30 m2/s 10 m 2.5 m O10.7 m -Bottom of channel (a) Plan view (b) Elevation view The flowing water encounters three plers as shown in the fiqure above, and the flow depths upstream and downstream of the plers are 3 m and 2.5 m, respectively. Water at 20 °C flows at 30...
Water flows at 10.8(103) t/min through a rectangular channel having a width of 6 ft (Figure 1) Part A Determine the critical depth of the flow. Part C What is the necessary increase in elevation h of the channel bed to create the depth yB = 4.05 ft?
(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).
Q3. Water flows along the rectangular channel such that after it falls to the lower elevation, the depth h=0.3 m. Find ), ), ), 0 ) h=0.3 m. ) ) 092425, 26, Zp, Zą. Zr. YZ 29 2g' 28' 28' 29 Determine the volumetric discharge through the channel. The channel has a width of 1.5 m. 0.5m JA 0.25m I 0.25m h = 0.3m To.15m 0.15m
Water flows down a rectangular channel that has a width of 2.2 m, a Manning's n of 0.019 and a slope of 1 in 200. Calculate the discharge in the channel when the depth of flow is 0.5 m, 1.0 m, 2.0 m, and 4.0 m. Plot a graph of depth against discharge and comment on its shape, [10 marks] A wide channel has a Manning's number = 0.021, a longitudinal bed slope of 1:250 and conveys 0.XX m3/s/m of...
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 =
#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...
Q2) A canal of trapezoidal section has bed width of 8 m and bed slope of 1 in 4000. If the depth of flow is 2.4 m and side slopes of the chamel are 1 horizontal to 3 vertical, determine the average flow velocity and the discharge carried by the channel. Also compute the average shear stress at the channel boundary. Take value of Chezy's constant = 55. Q3) 6.11. A power canal of trapezoidal section has to be excavated...