A channel lined with Kentucky bluegrass is 5.5 m wide and has
side
slopes of m = 3. The channel is at a slope of 0.001, and the top
width is
15 m.
(a) What is the maximum flow that can be conveyed in this
channel
to prevent overtopping?
(b) Determine if the Kentucky bluegrass will erode if the channel
if
filled to its banks.
A channel lined with Kentucky bluegrass is 5.5 m wide and has side slopes of m...
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...
4.17. Design a riprap-lined trapezoidal channel that has a capacity of 1000 cfs and a slope of 0.0005 ft/ft. Crushed rock is to be used and the channel bottom width is not to exceed 15 f. Determine the riprap size, the side slopes, and the design depth of flow 4.17. Design a riprap-lined trapezoidal channel that has a capacity of 1000 cfs and a slope of 0.0005 ft/ft. Crushed rock is to be used and the channel bottom width is...
A channel has a bottom width of 350 m, depth 9 m and side slopes 1:2. If the depth is increased to 12 m by dredging, determine the percentage increase in velocity of flow in the channel. For the same increase in cross sectional area, if the channel is widened (instead of deepening), what is the percentage increase in the velocity of flow.
A channel has a bottom width of 300 m, depth 8 m and side slopes 1:1.5. If the depth is increased to 12 m by dredging, determine the percentage increase in velocity of flow in the channel. For the same increase in cross sectional area, if the channel is widened (instead of deepening), what is the percentage increase in the velocity of flow.
A concrete-lined channel has a trapezoidal cross-section with a bottom width of 1.8 ft, side-slopes 1.5 (defined as horizontal: vertical), n the water depth is 2.7 ft, determine: (25 points) 2. 0.018, and a bed slope of 0.002 ft/ft. If a. Critica I depth (yd. Note: Because you need a solver to solve this problem (and I do not require a solving calculator for this midterm), all you need to do is set-up an equation that is in terms of...
A trapezoidal channel with bottom width of 10 m and side slopes of 1V:1.5H is carrying a flow of 80 m3/s. The channel bottom slope is 0.002 and n = 0.015. A dam is planned that will raise the flow depth to 10 m. Compute the flow depth by using standard step method in the channel 250, 500, and 750 m upstream of the dam.
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,
A flow of 32 m2/sec occurs in an earth-lined trapezoidal channel having base width 3.0m, side slopes 1V:2H and n=0.022. Calculate the critical depth. Select one: O a. 1.902 m O b. 1.702 m O c 1.602 m O d. 1.502 m O e. 1.802 m
A grouted-riprap, trapezoidal channel (n=0.025) with a bottom width of 4 meters and side slopes of m=1 carries a discharge 12.5 m3/s on a 0.001 slope. a) Find depth of delta(L) using the standard step method b) Find delta(L) where y=yn (1.66m) using direct step method
('15 Marks) Question 4 An earth drainage ditch may be approximated a trapezoidal channel has a base width b = 6 m and side slopes 1H:1V. The channel bottom slope is So = 0.0002 and the Manning roughness coefficient is n = 0.014. Compute a) the depth of uniform flow if Q = 6.01 m/s b) the state of flow (25 Marks) Chapter 8 Question 5 brick channel designed to carry 5.5