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- Hydrology-SLOPE-AREA METHOD During a flood flow the depth of water in a 12 m wide rectangular channel was found to be 3.5 m and 3.0 m at two sections 300 m apart. The drop in the water-surface elevation was found to be 0.15 m. Assuming Manning’s coefficient to be 0.025, estimate the flood discharge through the channel.Consider a farm irrigation ditch in a loam soil having the following dimensions: bottom width,0.5m; total depth, 0.6 m; side slopes of 1horizontal to 1 vertical, and depth of water, 0.4 m.The bottom of the ditch has a uniform slope of 1 m/km. Assume a Manning’s roughnesscoefficient, n of 0.02 Find the mean velocity of flow. ANSWER SHOULD BE 0.58 m/sA hydraulic jump occurs in a 5m wide rectangular channel carrying 6m³/s on an unknown slope. The depth after the jump is 1.4 m. If the length of the jump is 5m, determine the slope of the energy gradeline
- find the length of the water profile for a wide rectangular that has a bed slopeof 7.5 cm/km and carries a discharge of 2.5 m2/s. The channel terminates intosudden fall., assuming a critical depth at the sudden fall is 0.612 m. Take the Chezycoefficient as 35 (metric)A hydraulic jump occurs in a 5 meter wide rectangular channel carrying 6 m^3/s on an unkown slope. The depth after the jump is 1.4 m 1. If the length of the jump is 5 meter, determine the slope of the energy gradeline. ( answer should be in 3 decimal places)Determine the actual seepage velocity of flow at point C, length of flow path in square containing C is 2m, e=0.6
- Determine the discharge for a stream with a total cross-sectional area of 2m2 and the wetted perimeter is 4m over a bottom slope of 1% if the roughness coefficient of the earthen material forming the stream is 0.035.1. If discharge = 0.80 m^/sec, determine the slope of the rectangular plane timber flume. 2. What type of flow (sub-critical or super-critical) if width (b) = 1.20 meters and depth of flow (y) = 0.45 meters 3. Considering the given width and discharge, what are the critical depth and the critical slope? *Assume n = 0.012*As a result of the construction of a 4 m high bridge over a rectangular stream with a width of 8.6 m, the width of the stream under the bridge decreases to 5.8 m. In case of a flood flow of 132 m3/s in this stream, the roughness value of the Stream Manning was determined as 0.014 and the slope as 0.011. a. Calculate the uniform water height and regime of the flood current. b. Determine whether the bridge will be submerged as a result of the flood current.
- Water Resources Engineering: Open Channel Flow Determine the normal depth in a trapezoidal channel with a bottom width of 2.4 feet and side slopes of 2 vertical to 3 horizontal. The discharge is 35 ft3/s. Manning's roughness coefficient is 0.021 and the channel bottom slope is 0.001. You do not need to check the full turbulence assumption.In the case of a rectangular channel 3 m wide and 1 m deep, the value of Manning's constant is 0.022 for earthen channel after weathering. For a bed slope of 1/2500, find the flow rate in m^3/s CHOICES: *1.94 *3.88 *2.37 *2.85 Please answer with complete and detailed solutions. Thank you. ASAPA triangular channel with most efficient proportion discharges water at a rate of 4 m3/s. Assuming n = 0.013 and S = 0.005; a) calculate the depth of flow. (m) b) Froude Number: c) what is the stage of flow? d) for the given discharge, determine the critical depth. (m) e) what should be the critical slope?