A. Design a trapezoidal channel to carry a discharge of 10.5 m^3/s. The bottom slop of the channel is 0.0035. Also the flow depth is half of the channel bottom width. Take roughness coefficient as 0.025 and side slop as 1H to 4V. B. Based on the given information and your results in part A, compute the state of flow

Q: 2. Three reservoirs are connected in a common junction. Following are the pertinent information:…

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Q: A right-angled triangular channel carries a flow of 16,000 l/s. The Manning's n = 0.020 and the…

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Q: 3. A hydraulic jump is to be formed in a channel carrying a discharge of 0.8 m³/s/m width of channel…

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Q: 2.3 Considering the flow upstream of a sluice gate, the gate closes suddenly. The initial flow…

A: 2.3 Considering the flow upstream of a sluice gate, the gate closes suddenly. The initial flow…

Q: When the channel of triangular cross section shown in the figure below was new, a flowrate of Q…

A: Given data:- The value of flowrate of Q caused the water to reach, L1=1.9 m Use formula:-  Q=AV…

Q: A channel of width 450 mm branches into two sub-channels having width 300 mm and 200 mm as shown in…

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Q: The channel is 2 m wide and transports water at 18 m3 /s. The elevation of the bed is raised 0.25 m.…

A: The flow in upstream is equal to the flow in the downstream, let considering the energy head in the…

Q: Example. The discharge in a channel with bottom width 3 m is 12 m s. If Manning's n is 0.013 and the…

A: Given that: Bottom width, B=3m                     Discharge in the channel, Q=12 m3/s…

Q: Water flows over a smooth submerged object in a channel of width 1.2 m. The water depth upstream of…

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Q: Last two digit 30

A: yn=1m R=yn=1m ( for wide rectangular channel)

Q: Sketch the Specific Energy Diagram, and show that for a given open channel and discharge, the Spec…

A: The Specific Energy Diagram is shown below: The assumptions are: 1. The channel bed is horizontal.…

Q: Calculate the discharge in the concrete trapezoidal channel if the slope is 0.0002, the side slope…

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Q: This problem refers to the sketch shown in Figure 2. If the discharge in the channel (n = 0.028) is…

A: Manning coefficient (n) = 0.028Discharge (Q) = 6 m3/sec Depth of flow (y) = 1.8m Maximum velocity…

Q: B. Water flows at 15 ft/s through a 6 ft wide rectangular channel as shown in the figure. The pth of…

A: Given: B=6ft,Q=15ft3/s

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.