For a town with a population of 2 lakhs, a water supply scheme is to be designed. The maximum daily demand may be assumed as 200 litre/capita/day. The storage reservoir is situated 5 km away from the town. Assuming loss of head from source to town as 10 m and coefficient of friction for the pipe material as 0.012, recommend the size of supply main 50% of daily demand has to be pumped in 8 hours for the proposed scheme.

For a town with a population of 2 lakhs, a water supply scheme is to be designed. The maximum daily demand may be assumed as 200 litre/capita/day. The storage reservoir is situated 5 km away from the town. Assuming loss of head from source to town as 10 m and coefficient of friction for the pipe material as 0.012, recommend the size of supply main 50% of daily demand has to be pumped in 8 hours for the proposed scheme.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Please solve the following. This is hydraulics subject. Please always retain 3 decimal places upon calculation and in the final answer. Please put an appropriate units upon calculation and in the final answer. Put diagram if necessary. Problem: A dedicated pump station supplies 20 MLD of water to an executive subdivision. Determine the power requirement of the pump station if the working head is 55 m and the efficiency of the pump is 85%.
If a net head of 150 m is to be generated through pumps of specific speed 30, rotational velocity 1450 RPM, and discharge rate of 0.2 m2/s, determine the number of pumps required.
A pump is being utilized to deliver a flow rate of 500 li/sec from a reservoir of surface elevation of 65 m to another reservoir of surface elevation 95 m. The total length and diameter of the suction and discharge pipes are 500 mm, 1500 m and 30 mm, 1000 m respectively. Assume a head lose of 2 me- ters per 100 m length of the suction pipe and 3 m per 100 m length of the discharge pipe. What is the required horsepower of the pump? PLEASE INCLUDE FIGURE AND DERIVATION
Water is pumped at steady uniform flow rate of 0.01 m³/s through a horizontal smooth circular pipe of 100 mm diameter. Given that the Reynold number is 800 and g is 9.81 m/s², the head loss (in meters upto one decimal place) per km length due to friction would be......
A pump is being utilized to deliver a flow rate of 500 li/sec from a reservoir of surface elevation of 65 m to another reservoir of surface elevation 95 m. The total length and diameter of the suction and discharge pipes are 500 mm, 1500 m and 300 mm, 1000 m respectively. Assume a head lose of 2 meters per 100 m length of the suction pipe and 3 m per 100 m length of the discharge pipe. What is the required horsepower of the pump?(PLEASE INCLUDE DRAWING) USE BERNOULLI'S ENERGY EQUATION
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)
The parameters of the Horton equation are fo = 7(cm/st), fc = 1 (cm/st) and the coefficient k = 4 (1/st¹). Accordingly, the total water leaking from an area of 2 ha to the ground in a day (24 hours) find its volume.
The level of water in the reservoir is 1.25 m. If there is a rainfall of 38 cm occurring in a month, during this period evaporation as measured by the class A pan is 32 cm. What is the level of water in m at the end of the month.
PLease help