A rectangular channel of width 5 m is carrying a discharge of 100 m3/sec. The Froude number of the flow is 0.8. The depth of flow is

A trapezoidal channel has a bottom width of 6 m and a side slope of 1:1. The depth of flow is 2 m at a discharge of 24 m³/s. What would be the specific energy (take, g = 10 m/s²)? Dagar penronpennDer /L/Der /DR (Er (Par (Par Canal F

4.58. A trapezoidal canal has a longitudinal slope of 1%, side slopes of 3:1 (H:V), a bottom width of 3.00 m, a Man- ning's n of 0.015, and carries a flow of 20 m³/s. The depth of flow at a gaging station is observed to be 1.00 m. Answer the following questions: (a) What is the normal depth of flow in the channel? (b) What is the critical depth of flow in the channel? (c) Classify the slope of the channel and the water sur- face profile at the gaging station.

5) In a triangular channel, the velocity along the centre line at a depth of 0.2 m and 0.8 m is 0.7 m/s and 0.5 m/s, respectively. The triangular channel has dimension of 4 m by 1 m. Calculate the discharge in the channel.

The discharge in a rectangular channel of width 7m and max depth of 3m is 10 m3/s. The normal depth is 2.55m. Determine the depth of flow downstream of a section in which the bed rises by 0.5m over a distance of 1m.

5. In rectangular channel at a section P, it is required that the depth of flow is to be 1.4 m and the specific energy to be 2.8 m. The flow at section P is subcritical, critical, or supercritical flow? 10%

A 1m diameter commercial steel pipe that is 2km in length carries water (20°C) fromreservoir A to reservoir B. The difference in elevation between the two reservoir surfaces is 150m.Compute the discharge through the pipe. (Solve by hand with Moody Chart; utilize Darcy-Weisbach)

2. Reservoir A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction x. the elevation of reservoir A is 300 m, reservoir B is 302. 5 m, ad reservoir C is 277 m. A) Compute the flow rate at reservoir A B) Compute the flow rate at reservoir B C) Compute the reservoir C VEL 300 m Qa=0.19326 m³/s Qb = 0.3476 m/s (giver) Qc = 0.5408 m/s LEL 302.5 m VEL 277 m Pipe 1 2 3 0.0208 0.0168 0.0175 diameter (mm) 900 600 450 Length (m ) 800 1200 1000