4- The factor affecting per capita demand is:Size of the cityD- all of theseА-B- climate conditionsC- cost of waterthe hasis of:5. The canee.uwuLon pipe system of a City gv uy-А-

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Answered: A- 4- The factor affecting per capita…

A- 4- The factor affecting per capita demand is: Size of the city B- climate conditions C- cost of water D- all of these A- -- 4he hasis of: uIVO Dpe systenn Of a City gv J.

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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The flow of river is 750 ft3/sec and site is 100 ft. It is desired to developed a maximum capacity of site with the installation of 2 turbines, one of which is twice the capacity of the other. The efficiency of both units is assumed to be85%. Determine:a) Rotative speed of each unit. b) Turbine Horsepower (THP)
A distributary channel having bed width 5.00 m and full supply depth of1.50 m carries 3.0 m3/s of discharge. A semi-modular pipe outlet in this channel has a commandarea of 15 ha growing rice with a kor depth 20 cm and kor period of three weeks. Determine thesize of the outlet and set it for sub-proportionality with a flexibility of 0.9. Assume the lengthof the pipe as 3.0 m and friction factor as 0.03. The available diameters of the pipe are 150, 125,100, and 75 mm.How does this outlet behave if the distributary runs below FSL at 1.0 m depth ?
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The average hourly water consumption per person is 2.5 Liters anf there are 264 people in the area. Determine the following. a. the minimum rate of flow in L/s in the spring b. Total Daily water demand in L/day c. Determine if its daily yield is sufficient to the water demand of the community if the rate of flow of the spring is 0.182L/s d. the height of the cylinder in cm thatt the minimum discharge can fill within 300 secs. diameter of the cylinder is 10 cm
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