3- The following figure is filled with water discharging at 79.29 L/s. Find the losses from point 1 to point 3 in terms of velocity head, V2 /(2g). Find the pressure at point 2 if two third of the energy loss happens between points 1 and 2. 20.3 cm diam Water 2.44 m 1.22 m

Q: A jet of water whose diameter is 5 cm strikes a fixed cup with a velocity of 9.45 m/s and is…

A:

Q: In the figure shown, with 35 liters/sec of sea water (w = 12.68 kN/m) flowing from 1 to 2, the…

A:

Q: Water is flowing in a 90° triangular channel at a depth of 39 cm. A hydraulic jump occurs. The depth…

A:

Q: 3- The following figure is filled with water discharging at 79.29 L/s. Find the losses from point 1…

A:

Q: Show step by step sol

A: P1= 981 PaV1 = 1.53 m/sExplanation:

Q: 4. A 60-cm-wide belt moves as shown in the figure. Calculate the horsepower requirement assuming a…

A:

Q: A reservoir contains water has a vertical circular orifice 25.2mm diameter and is first plugged up…

A: Given : H = 2.785m QL = 141 lt/min = 2.35 × 10-3 m3/sec   Cc, Cv, and Cd are the hydraulic…

Q: In a large reservoir, the water level is kept constant, and the water is discharged through a…

A: Calculation of relative pressure at B,C,D and flow rate through pipe####

Q: Q.2.A.The closed tank in figure is at (20°c) (specific weight of air =0.0118 kN/m³). If the pressure…

A:

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.