

A channel is constructed of unfinished concrete. It is 10 ft wide, has a slope of...
A 10 ft wide rectangular channel is constructed of planed wood. The bottom slope is 0.000, and it carries a flow rate of 55 cu. ft/s of water. At Section 1 the depth is 2.50 ft, and at Section 2 the depth is 2.0 ft. Which section is located upstream from the other?
A trapezoidal channel made of unfinished concrete n = 0.014 has a bottom slope of 0.0174, base width of 5 m, and a side slope of 1:1. For a flow rate of 25 m3 /s, determine the normal depth and the state of the flow. Use Fr = v/(gD)0.5, where D is the hydraulic mean depth. (10 Marks)
4. A reservoir spillway is a long wide concrete channel with a 3% slope and Manning's n is 0.020. The design discharge per unit width q-2.5 m/s a) Show that steady uniform flow is supercritical (7 points) b) A 1-meter diameter smooth cylinder is built in the spillway (to dissipate energy or support a structure above). What is the drag force on the smooth cylinder? Drag coefficient is on the next page. (6 points) D-Im c) If an obstruction downstream...
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2. Water flowing at the normal depth in a rectangular concrete channel that is 12 m wide encounters an obstruction, causing the water level to rise above the normal depth at the obstruction and for some distance upstream. The water discharge is 126 m3/s, and the channel bottom slope is 0.00086. If the depth of water just upstream from the obstruction (yo) is 4.55 m, find the distance upstream to the point where...
The following profile shows a sluice gates that discharges into a rectangular concrete channel (n=0.013) that is 5m wide. Will a hydraulic jump occur downstream from the gates over the sloping part of the channel if the gate is opened to an elevation of 101.250 and the flow velocity at the gate is 6.692 m/s? Assuming that a hydraulic jump does occur above, and that the downstream water level has an elevation of 102.5m, how much energy is lost in...
Water flows in a 100 ft wide rectangular channel at flow rate = 300 ft3/sec. Manning's n = 0.015 and the bottom slope = 0.002. Calculate/answer the following: a. the uniform (normal) flow depth assuming the channel is wide and shallow. b. the critical flow depth. c. the flow depth upstream of a hydraulic jump with downstream depth = normal depth. d. the type of channel slope at the given normal depth: mild, critical, or steep (select one). f. the basis for your answer in...
The unfinished concrete channel is intended to have a downward slope of 0.002 and sloping sides at 60° (Figure 1) Part A If the flow is estimated to be 180 m3/s, determine the base dimension b of the channel bottom.
Find the slope required to pass 200 cusecs through a rectangular channel 10 ft wide and lined with unfinished concrete, so that the Froude number shall not be less than 2.
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).
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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.