MA = 12 kN .m w = 3 kN/m B 6 m
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- Hydraulic structure A rectangular channel 10m wide carries 60 cumecs. If the energy Dissipated in the hydraulic jump occurring in the channel is 4.17 N.m/N. State the properties of the jump and design U.S.B.R. stilling basin with Sketch.A pressure of 35 m of head of water is equal a. 34.40 kN/m² b. 343.40 kN/m² O c. 3500 kN/m² d. 3.50 kN/m²Reservoir B in the figure receives 0.06 m^3/s of flow. Determine the flow in line AD.
- The parameters of the Horton equation are fo = 7(cm/st), fc = 1 (cm/st) and the coefficient k = 4 (1/st¹). Accordingly, the total water leaking from an area of 2 ha to the ground in a day (24 hours) find its volume.Example 4.4 A fully penetrating artesian well is pumped at a rate Q = 1500 m³/day from an aquifer whose storage coefficient and transmissivity are 4 x 104 and 0.145 m/min, respectively. Find the drawdowns at a distance 3 m from the production well after one hour of pumping and at a distance of 350 m after one day of pumping.A rectangular swimming pool has a length of 35 meters, a width of 10 meters, and is filled withwater to a depth of 2 meters. Given that the density of water is 1000 kg per ?^3, find the hydrostaticpressure at the bottom of the pool.
- aceeleration = 4.905 m/s^2 to the right What is the gage pressure at A? in kpa.A confined aquifer has a thickness of 105m and an area of 11x10 9 m 2 . Over a period of 35 years,the aquifers supplies 100 x 10 6 m 3 of water. This quantity is drawn entirely from storage and thepotentiometric level drops by an average of 2 m per year. The specific storage due exclusively tothe expansion or contraction of the water has been determined to be 8 x 10 -7 m -1 . Whatpercentage of the pumped water is supplied by compression of the aquifer skeleton?5.Hydraulic jump occurs in a 4 m wide rectangular channel. Discharge in channel 7.5 m^3 /s, hydraulic jump upstream depth 0.2 m. Determine :the rate of energy loss due to hydraulic jump.
- 17. Using horizontal direction in cm/day 18. if the hydraulic gradually for the soil formation is 0.75 19 aquifer in cubic meters per day pls ans:Show that for uniform flow, channel bed slope, free water surface level and total energy line are parallel to each other.Assuming that all pipes has a friction factor of 0.021, determine the elevation at surface of reservoir A.