An 8 ft. wide and 1000 ft. long prismatic rectangular channel is carrying a flow of 13 cfs. The channel has a slope of 0.001 ft/ft and Manning's n is 0.035. The depth of water in the channel is 1.25 ft.
a. Another engineer computed the normal depth in the channel to be 1.25 ft, which is the existing depth of flow. Check that computation to see if it correct (show all work)
b. Compute the critical depth of flow in the channel
c. Is the flow supercritical or subcritical? _______
An 8 ft. wide and 1000 ft. long prismatic rectangular channel is carrying a flow of 13 cfs
A 12-ft-wide rectangular channel conveys 3,030 cfs. Determine the normal and critical depths for the concrete channel (1% slope). Also determine the flow classification (critical, supercritical, or subcritical) when the channel flows at normal depth.
4. (10 marks) Given a flow of 100 cfs in a rectangle channel with 6 ft. base, Manning roughness coefficient 0.01, and the slope is channel is 1.5%; what is the normal depth and velocity of flow and what is the critical depth and velocity of flow? Is the flow subcritical or supercritical and why (provide a graphical solution on an appropriate chart)?
Problem #3 A rectangular channel is 25 ft wide and has a flow of 500 cfs at the velocity of 5 ft/sec a) Determine the specific energy of water in the channel b) What is the critical depth of flow in the channel c) What is the critical velocity
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...
Supercritical, uniform flow of water occurs in a 5.0 m wide, rectangular, horizontal channel. The depth of flow is 1.5 m and the flowrate is 45 cu.m/s. The flow encounters a 0.25 m rise in the channel bottom. What is the new normal depth? Is the flow after the rise subcritical, critical or supercritical? Assume frictionless flow
Problem 6. A circular conduit carries 400 cfs when the flow velocity is 10 ft/s at half-full. a. What is the necessary fall per mile using a Manning's n 0.020? Will the flow be subcritical or supercritical? b. Calculate the flow rate when critical depth occurs at half-full.
A 8 m wide rectangular channel is carrying water at 180 m3/s. The channel is constructed of concrete (Manning's N = 0.013) and is laid at a slope of 0.28 %. Find the normal depth
2. Find the normal depth for the 100-year-flood in the Magpie Creek Diversion Channel, which is shown below. The channel is trapezoidal with a base width of 15 ft, side slopes of 1H:1V (m=1), slope of 0.0028 and Manning's n of 0.015. The 100-year-flood flow has been estimated to be 1020 cfs. Is the normal depth subcritical or supercritical if the critical depth is 6.6 feet?
solve all 4 parts please Water discharging into a 12-m-wide rectangular horizontal channel from a sluice gate is observed to have undergone a hydraulic jump. The flow depth and velocity before the jump are 0.9 m and 9 m/s, respectively. Determine (i) Froude number before the hydraulic jump. Is it subcritical, critical, or supercritical flow? (4 points) (ii) the flow depth and the Froude number after the jump. Is it subcritical, critical, or supercritical flow? (9 points) (iii) the head...
A rectangular channel needs to be designed to carry a maximum carrying capacity of 300 cfs flow. The channel base width should be 9 ft. The channel should be designed with a longitudinal slope of 0.005. Treat Manning’s n as 0.012. A free board of 3 ft is needed for a safe channel. Design the channel. (you need to decide how deep it should be)