Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- A tank in a shape of an inverted cone having a radius of 1 m and a height of 3 m is filled with water. The vertex contains an 100mm diameter orifice whose average discharge coefficient of 0.63. Compute the time needed to empty the tank.arrow_forwardThe storage in the reach of a stream has been studied. The values of x and K in Muskingum equation have been identified as 0.28 and 1.6 days. If the inflow hydrograph to the reach is as given below, compute the outflow hydrograph. Assume the outflow from the reach at 1 = 0 as 3.5 m³/s. Time (h) Inflow (m³/s) 6 12 18 24 30 35 55 92 130 160 140arrow_forward3arrow_forward
- 3. At a particular time, the storage in a river reach is 60 x 10³ m³. At that time, the inflow into the reach is 10 m³/s and the outflow is 16 m³/s. after two hours, the inflow and the outflow are 18 m3/s and 20 m³/s respectively. Determine the change in storage during two hours period and the storage volume after two hours. 4 500 x 106 m³ of water has been stored in the reservoir of a dam at the beginning of Novemberarrow_forwardWater flows at a rate of 28 L/s through a horizontal pipe whose diameter is constant at 3 cm. The pressure drop across a valve in the pipe is measured to be 2 kPa, as shown in the given figure. Determine the irreversible head loss of the valve and the useful pumping power needed to overcome the resulting pressure drop. Take the density of water to be p-1000 kg/m³ Water AP=2 kPa The irreversible head loss of the valve is The useful pumping power needed to overcome the head loss is m. Warrow_forward
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