A roadway-median channel is to be designed to carry a discharge of 0.60 m3/s on a slope of 0.007. The trapezoidal channel will be lined with Bermuda grass that has an average height of 15 cm, for which Manning’s n is 0.08. Considering efficiency and stability of the channel, the ratio B/yn should equal 4 and the side slopes will be 3:1. Specify all other design parameters for the channel (yn, B, FB, T, and Tchannel) in meters. Compute the velocity (m/s) and tractive force (kPa) at design capacity.

Q: A rectangular channel with a bottom width of 4.0 m and a bottom slope of 0.0008 has a discharge of…

A: Q = 1.5 m^3/sB = 4 mn = 0.016So = 0.0008y = 0.3 mTo find the type of GVF profile

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

A:

Q: An irrigation channel is to carry a full supply discharge of 30m³ /sec at a velocity of 1.75 m/ sec.…

A:

Q: A rectangular open channel needs to be designed to carry a flow of 2.0 m³/s under uniform flow…

A:

Q: ← Uniform Flow A wide rectangular channel has a longitudinal slope of 1 in 2500 and its manning's…

A: Given- Wide rectangular channel- Slope S= 1 in 2500, n=0.024, Discharge q=1.8 m3/s/m, It is needed…

Q: 8.9) A long rectangular channel 3.0m wide with a flow rate of 11.6 m³/s has a specific energy, E =…

A: Given: The width of a rectangular channel is b=3.0 m. The flow rate is Q=11.6 m3/s The specific…

Q: The specific energy in a 2.0 m wide rect

A:

Q: ind the critical depth of flow for a trapezoidal channel with a bottom width of 8 m, and a side…

A: Any of the designing of the Trapezoidal cross-section is basically done for the critical flow…

Q: An irrigation channel is to carry a full supply discharge of 30m³ /sec at a velocity of 1.75 m/ sec.…

A:

Q: 50 ft 7/3 3/7 8/4 4/8 30 ft -100 ft- k₁=k, 4 x 10-4 in./sec 60 ft What is the number of flow…

A:

Q: Direction: A rectangular open channel needs to be designed to carry a flow of 2.0 m³/s under uniform…

A:

Q: A rectangular stream channel is 300 ft wide and carries a flow of 15,000 cfs. The depth of flow is…

A: To determine the depths of flow in the constriction (y2) and upstream of the bridge (y3) for…

Q: Determine the normal depth in a triangular channel with bed slope of 0.0005, n = 0.013 and central…

A: Triangular Channel Bed slope (S) = 0.0005 Manning coefficient (n) = 0.013 Central angle = 90°…

Q: Uniform flow We will observe the stretch of the Salt River below Stewart Mountain Dam, Arizona. If…

A: A rectangular open channel flow is given,  Discharge,Q = 150 cfs Width, B = 60 ft Slope, S = 0.001 n…

Q: Qle: A flow rate of 0.4m ^ 3 /sec is to be carried in an open channel at a velocity of 1.5 m/sec. If…

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Q: A rectangular channel carries 6.0 m3/sec flow of water. The critical velocity (V) in m/sec for a…

A: Discharge = 6.0 m3/secWidth = 3 mTo find :The critical velocity ?

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.