A rectangular river channel 5.0m wide carries water at a depth of 1.2m. The slope of the channel is 1 in 400. The channel has a bed covered with stones. Using the n value of 0.03(s/m1/3) calculate the discharge in the channel using Manning’s equation

A rectangular river channel 5.0m wide carries water at a depth of 1.2m. The slope of...
Question 10 please my teachers please
Question 9. A rectangular river channel 5.0m wide carries water at a depth of 1.2m. The slope of the channel is 1 in 400. The channel has a bed covered with stones. Using the n value of 0.03(s/m 1/3) calculate the discharge in the channel using Manning's equation. (10 marks) Question 10. With reference to a cross section of a particular site, discuss the fundamental principles of groundwater movement and show the influence of...
A 2.44 wide channel with a bed slope of 0.0004 has a depth of flow of 0.61 m. (a) Determine the discharge of the channel. The manning coefficient is 0.015. (b) Determine the normal depth if the channel has a flow rate of 2.85 m3/s. (c) Determine the cross section of greatest hydraulic efficiency for a trapezoidal channel if the design discharge is 10 m3/s, the channel slope is 0.0052 and manning’s n = 0.025.
A rectangular channel 3 m wide carries 4m3/s of water at a depth of 1.5m. if an obstruction 15 cm high is placed across the channel, calculate the elevation of the water surface over the obstruction.
2. A 2.5 m wide rectangular channel conveys m wide rectangular channel conveys water at a normal depth of 2 m. In a part of the channel, the channel width is expanded to 5 m. The local energy loss due to this expansion is about 10% of the upstream velocity head. If the channel slope is 0.03% and the Manning roughness coefficient is about 0.012, calculate the water depth over this transition and show the situation with a simple sketch.
9) A rectangular channel 8 feet wide carries 2.5 ft/s of water at a depth of 3.2 feet. What are the most efficient attributes (d, A, P, and R) of the channel?
9) A rectangular channel 8 feet wide carries 2.5 ft/s of water at a depth of 3.2 feet. a) What are the most efficient attributes (d, A, P, and R) of the channel? b) If a 1-foot wide pier is placed in the middle of the channel, find the elevation of the water surface at the pier. What is the minimum width of the constriction that will not cause a rise in the upstream water surface?
A 1.7 m wide, 4000 m long rectangular channel carries 1.6 m/s of water. The depth of the flow is 0.9 m. The channel is constructed from rough-formed concrete with a roughness coefficient of n-0.015. What is the difference in elevation between the two ends of the channel?
please solve this problem
8. A rectangular channel section has a change in slope as shown in figure below. The chamel is 4m wide having Manning's n = 0.0165. The bed siope So,-0.0024 and the flowing discharge is 16 m,sec. a) Calculate the depth that must exrist in the downstream channe!l for a hydraulic jump to terminate at uniform fiow condition. b) If upstream depth Yoi 0.4m, calculate the length of hydraucump using at least three increments of depth in...
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...
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