The channel transports water at 6 m3/s. The depth of flow is y = 1.5 m. Suppose that d = 3.5 m. (Figure 1)
Water flows in a rectangular channel with a velocity of 4 m/s and depth of 2.9 m.
Part A
What other possible speed of flow provides the same specific energy for the same volumetric flow?
Part C
Determine the specific energy of the flow.
Part D
Determine the minimum specific energy of the flow.
Solution 1)
Given Q = 6 m3/sec , y = 1.5 m , d = 3.5 m
Specific Energy of the flow (E) = 1.56657 m |
Part D)
Emin = 1.004 m |
Solution 2)
Given v = 4 m/sec and depth (y) = 2.9 m
By solving above eqn , we get
y = 2.9 , 1.9987 , -1.18322
Flow is already occuring at depth = 2.9 m
So for the same discharge ( q = same ) ,we have
v2 = 5.8038 m/sec |
For any query further , Feel free to ask me in the comment section below .. i will be much happy to help you ,...And please dont forget to like
The channel transports water at 6 m3/s. The depth of flow is y = 1.5 m
Please provide a clear solution for the above example. The correct answer is provided. Nonuniform Flow in a Rectangular Channel Water flows in a rectangular channel with a speed of 3 m s-1 and a depth of 1.25 m What alternative flow depth yields the same specific energy? Answer(s1.03 m; Nonuniform Flow in a Rectangular Channel Water flows in a rectangular channel with a speed of 3 m s-1 and a depth of 1.25 m What alternative flow depth yields...
Water flows within the 4-m-wide rectangular channel at 25 m3/s. Take yA = 0.4 m. Part A Determine the depth of flow yB at the downstream end. Part B Determine the velocity of flow at A.
(10 POINTS) Water flows at 12 m'/s in a 3.0-m wide rectangular channel at a depth of 30 cm. Determine the alternate depth of flow for the same specific energy 7.
In a rectangular channel, water flows at a flow rate of 15 m3 / s. The width of the canal is 4.0 m and the water depth is 2.5 m. Without causing the water in the blast to swell: a) If the channel is narrowed without raising the channel base, what is the minimum value that the base width can take? b) Find the maximum threshold height that can be placed on the base without changing the channel width. c)...
Water flows through the channel. The depth of flow is y =1.75 m and the downward slope of the channel is 0.006. The sides of the channel are finished concrete. (Figure 1) Part A Determine the volumetric flow of water through the channel.
4.72) Water flows in an open rectangular channel at a depth of 1 m with a velocity of 4 m/s. The bottom of the channel drops over a short length a distance of 1 m. Calculate the two possible depths of flow after the drop. Neglect all losses. 4.73) If the head loss in Problem 4.72 across the channel drop is 0.2 m, determine the two possible depths of flow.
Water flows in a rectangular channel with a velocity of 2.5 m/s and a depth of 1.5 m. A door downstream suddenly closes completely, causing surge move to upstream. Determine : a) Velocity Surge(w) b) The depth behind the surge (y2)
A 10-m wide rectangular channel is carrying a discharge of 400 m3/s at a flow depth of 3.0 m. Determine the flow depth downstream of a step of 0.3 m if the step is: (i) a rise, and (ii) a drop. Does the water surface rise or drop downstream of the step in each case?
Water (ρ-1000 kg/m3) flows in a rectangular channel over the 1 m drop. If the width of the channel is 1.5 m, determine the volumetric flow rate in the channel. Assume water is an ideal fluid. 0.5 m 1 m 2 m Figure 3
Part A Water runs from a sloping channel with a flow of 21 m/s onto a horizontal channel, forming a hydraulic jump. The channel is 2 m wide, and the water is y1 = 0.75 m deep before the jump. (Figure 1) Determine the depth Y2 of water after the jump. Express your answer to three significant figures and include the appropriate units. μΑ ? Figure y2 = Value 1 of 1 Units Submit Request Answer Part B Y2 What...