Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 7. When just full, a reservoir has a surface area of 0.8 km², and this area is approximately constant as the water depth above this level, h, increases (where h is in metres). The outflow from the reservoir is given (in m³/s) by the formula O = 90 h¹² Consider a scenario in which this reservoir is subjected to a flood with flow rates given in the table below. 0 1 3 4 5 Time (hours) Inflow (m³/s) 2 22 12 0 18 6 0 a) What is the total volume of water represented by this flood? b) Carry out a flood storage routing calculation. Find the maximum water depth in the reservoir and its maximum outflow rate, and the time when this occurs.arrow_forwardThe average annual discharge of a river for 11 years is as follows: 1960 1961 1962 1963 1964 1965 1966 1967 1968 1969 1970 Discharge(m/s) 1750 2650 3010 2240 2630 3200 1000 950 1200 4150 3500 Determine the storage capacity required to meet a demand of 2000 m'/s throughout the year using Mass Curve Method? Yearsarrow_forwardThe flow net constructed for a dam is shown in the figure below. Taking coefficient of permeability as 3.8 x 10-6 m/s, the quantity of flow (in cm3/ sec) under the dam per m is 50m 6.3m |1.6m :4 9.4m 17.2m Impermeable stratumarrow_forward
- mater 3arrow_forward36 The flow net constructed for the dam is shown in the figure below. Taking the coefficient of permeability as 3.8 x 10-6 m/s, the quantity of flow (in cm³/s) under the dam per meter of dam is. 6.3 m T ! 9.4 m 17.2 m I 1.6 m T - 50 m - Impermeable Stratumarrow_forward3. 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_forward
- A well produces water from a confined aquifer at a rate of 550 m3/day for a period of 30 days, and then the pumping rate decreases to 300 m³/day for another 20 days. What is the resulting drawdown at the well at the end of this 50 day pumping period if T = 50 m²/day, S = 0.001, and the well radius in 0.2 m?arrow_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_forwardRead the question carefully and give me right solution according to the questionarrow_forward
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