Seatwork No. 4 A residential area of a city has a population density of 15000 per km2 and an area of 1800000 m2. If the average sewage flow is 225 L/cap-day. Use the maximum sewage flow in the design which has 50% increase from the average flow. The Infiltration rate is 0.055 cu.m. per second and the consider leakage of 0.025 cu.m. per second. Estimate the maximum rate of flow in m3/s.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Seatwork No. 4
A residential area of a city has a population density of
15000 per km2 and an area of 1800000 m2. If the
average sewage flow is 225 L/cap-day. Use the
maximum sewage flow in the design which has 50%
increase from the average flow. The Infiltration rate is
0.055 cu.m. per second and the consider leakage of
0.025 cu.m. per second. Estimate the maximum rate of
flow in m3/s.
Seatwork No. 5
The present population is 28,000 and the average water
consumption is 16,000,000 L/day. If the Maximum
sewage flow is 225 L/cap-day and the Infiltration rate is
0.055 cu.m. per second and the leakage of 0.025 cu.m.
per second. Use the population data for year 2000 is
10000. Estimate the maximum rate of flow in m3/s after
5 years.
Transcribed Image Text:Seatwork No. 4 A residential area of a city has a population density of 15000 per km2 and an area of 1800000 m2. If the average sewage flow is 225 L/cap-day. Use the maximum sewage flow in the design which has 50% increase from the average flow. The Infiltration rate is 0.055 cu.m. per second and the consider leakage of 0.025 cu.m. per second. Estimate the maximum rate of flow in m3/s. Seatwork No. 5 The present population is 28,000 and the average water consumption is 16,000,000 L/day. If the Maximum sewage flow is 225 L/cap-day and the Infiltration rate is 0.055 cu.m. per second and the leakage of 0.025 cu.m. per second. Use the population data for year 2000 is 10000. Estimate the maximum rate of flow in m3/s after 5 years.
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