T1. Water is to be pumped from a reservoir at datum level 6.5m to a reservoir at datum level 24.8m at the rate of 55.6 l/s by a pump at datum level 9.2m. The suction pipe is 21m of 200mm diameter, and the delivery pipe is 186m of 100mm diameter, both with friction factor 0.015. What head must be generated by the pump. Answer 89.9m Delivery reservoir na h Suction reservoir Datum 2₁ Pump

T1. Water is to be pumped from a reservoir at datum level 6.5m to a reservoir at datum level 24.8m at the rate of 55.6 l/s by a pump at datum level 9.2m. The suction pipe is 21m of 200mm diameter, and the delivery pipe is 186m of 100mm diameter, both with friction factor 0.015. What head must be generated by the pump. Answer 89.9m Delivery reservoir na h Suction reservoir Datum 2₁ Pump

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Consider the figure below. The pump supplies water from reservoir A to reservoir B through the 500mm o pipe, 600m long. Using f = 0.02 and the hydraulic grade line shown, determine the following: a) power supplied by the pump, b) power loss by the turbine, and elevation maintained by reservoir B. El. 200 hfj El. 190 НЕ El. 180 hf, B El.100 A P TURBINE PUMP ANSWER: a. Power = 1557.828 kW, b. Power = 155.7828 kW c. Elevation of B = 170 m %3D
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1. Water is following steadily through a 50 m long section of a horizontal 5-cm diameter stainless steel pipe. The water temperature is 15°C and the flow rate is 9 L/s. Determine: a.) The pressure drop over the pipe length [kPa]. b.) The head loss [m]. c.) The pumping power needed to overcome the pressure drop (assume a pump efficiency of 67%) [kW]. 9 L/s 5 cm 50 m
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14. Water is pumped from one tank to another through a 0.100 m smooth plastic tube. The flow rate is 0.200 m³/s. The head loss due to major and minor friction losses is given by the equation, h₁ = 12.0 2g V 25 m Pump Determine the pump head. Also determine the shaft work done by the pump.
01(a) There are two reservoirs, A and B, with the water surface elevation in A 10 m higher than that in B. These are connected through two pipes in series with pipe 1 starting from A and pipe 2 ending in B. Lengths of both the pipes are 100 m, diameter of pipe 1 is 30 cm and diameter of pipe 2 is 25 cm. At the junction of these pipes, water is being withdrawn at the L v² D 2g rate of 0.02 m³/s. Friction loss in the pipes is given by h = f and the Darcy friction, f, entrance and at the junction, for both pipes is 0.02. Neglecting the head losses at the estimate the total water withdrawal from reservoir A.
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