2.Design the pipe that will connect two reservoirs for a water distribution system of acertain sitio. It was found out that the water source can sustain the water demandof the place for the next 25 years.Data:Elev. Of Reservoir A1050 m%DElev. Of Reservoir B1000 mTotal length of pipe (corrugated G.I.) = 2.5 kmCurrent Population = 150Design Period = 25 yearsAnnual Population Growth Rate = 2.5%Per Capita Water Consumption (PCWC) = 100 liters/person-dayYou may use any method that is most suitable for the problem.%3D%3D

Answered: Image /qna-images/answer/197a7610-d455-497c-a774-0d850760ed87.jpg

2. Design the pipe that will connect two reservoirs for a water distribution system of a certain sitio. It was found out that the water source can sustain the water demand of the place for the next 25 years. Data: Elev. Of Reservoir A = 1050 m Elev. Of Reservoir B = 1000 m %3D Total length of pipe (corrugated G.I.) = 2.5 km Current Population = 150 Design Period = 25 years Annual Population Growth Rate = 2.5% Per Capita Water Consumption (PCWC) = 100 liters/person-day You may use any method that is most suitable for the problem. %3D %3D %3D

2. Design the pipe that will connect two reservoirs for a water distribution system of a certain sitio. It was found out that the water source can sustain the water demand of the place for the next 25 years. Data: Elev. Of Reservoir A = 1050 m Elev. Of Reservoir B = 1000 m %3D Total length of pipe (corrugated G.I.) = 2.5 km Current Population = 150 Design Period = 25 years Annual Population Growth Rate = 2.5% Per Capita Water Consumption (PCWC) = 100 liters/person-day You may use any method that is most suitable for the problem. %3D %3D %3D

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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Design the pipe that will connect two reservoirs for a water distribution system of a certain sitio. It was found out that the water source can sustain the water demand of the place for the next 25 years. Data: Elev. Of Reservoir A = 1050 m Elev. Of Reservoir B = 1000 m Total length of pipe (corrugated G.I.) = 2.5 km Current Population = 150 Design Period = 25 years Annual Population Growth Rate = 2.5% Per Capita Water Consumption (PCWC) = 100 liters/person-day You may use any method that is most suitable for the problem. (PLEASE INCLUDE COMPLETE SOLUTION AND DRAWING)
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