(d) In a town, it has been decided to provide water @ 200 litres per head per day in the21st century. Estimate the domestic water requirement of this town in the year 2000by projecting the population of the town by incrimental increase method.Year19401950196019701980Population 23798624 46978325 54786437 63467823 69077421

Answered: Image /qna-images/answer/1ebf4118-9bef-45e7-b1dd-ecaaae045787.jpg

Answered: (d) In a town, it has been decided to…

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 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? Years
A new water supply main is being planned for a new city of 2 million population and average per capita water demand of 300 litres per day. The water source is located 50 km from the newly planned city at similar elevation as the city. Water is proposed to be conveyed using two number of 100 cm diameter cast iron pipeline in parallel. Assume water density of 1,000 kg/m3 and viscosity of 1.0 x 10-3 kg/m-s. Determine the following: a. The total head loss (in m) during this conveyance of water in each pipeline. Use Colebrook equation to calculate frictional factor. b. The total electrical power (in MW for both pipeline) required to pump this water over 50 km distance assuming combined pump-motor efficiency of 70%. c. If the maximum pressure allowed in the pipeline is 1 MPa, how many pump stations (minimum numbers) are required along the 50 km distance pipeline instead of just one large pump. d. If the two pipes are replaced by just one pipe, what should be the minimum diameter of the pipe…
Problem 12. (7.76 Chin) During a critical 24-month period the average monthly inflows to a reservoir and the average water demand are given in Table 7.10. Use these data to estimate the minimum required storage volume of the reservoir to overcome that critical period. TABLE 7.10 Average inflow Average demand (m³/s) Average inflow Average demand Average Average inflow (m³/s) demand (m³/s) Month* (m³/s) (m³/s) (m³/s) Month Month 1000 1100 1200 1300 1350 1270 1120 1230 1320 1250 1240 1550 1600 850 1300 17 1400 1400 1400 1130 10 1200 18 11 12 13 19 20 21 1310 1370 1100 1000 1170 1210 1000 1400 1400 940 1000 1300 1260 1400 14 820 1100 22 1200 1400 1400 880 1040 1200 1300 15 23 1100 930 16 1290 24 1080 1000

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