QUESTION 3 A mixed industrial-commercial-residential area in South Africa has a total floor area of 35 000 m² and population of 100 000 people. The daily water consumption is 80 L/c/ Assume the wooden frame construction. The population growth rate is 2.5%. 1 Harmond Formula for Peak Factor. Calculate: (a) average daily rate (L/day) (b) maximum daily rate (L/day) (c) maximum hourly rate (L/day) (d) fire flow rate (L/min) (e) design flow rate (L/min) (f) future population in the coming 30 years
QUESTION 3 A mixed industrial-commercial-residential area in South Africa has a total floor area of 35 000 m² and population of 100 000 people. The daily water consumption is 80 L/c/ Assume the wooden frame construction. The population growth rate is 2.5%. 1 Harmond Formula for Peak Factor. Calculate: (a) average daily rate (L/day) (b) maximum daily rate (L/day) (c) maximum hourly rate (L/day) (d) fire flow rate (L/min) (e) design flow rate (L/min) (f) future population in the coming 30 years
Chapter2: Loads On Structures
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QUESTION 3
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![QUESTION 3
A mixed industrial-commercial-residential area in South Africa has a total floor area of
35 000 m² and population of 100 000 people. The daily water consumption is 80 L/c/
Assume the wooden frame construction. The population growth rate is 2.5%. 1
Harmond Formula for Peak Factor.
Calculate:
(a) average daily rate (L/day)
(b) maximum daily rate (L/day)
(c) maximum hourly rate (L/day)
(d) fire flow rate (L/min)
(e) design flow rate (L/min)
(f) future population in the coming 30 years](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc77d576e-0319-4636-bc5a-173808e3c84b%2F13a6fa6c-bcb2-4d59-9a37-219f8f955710%2Fyvsi6yl_processed.png&w=3840&q=75)
Transcribed Image Text:QUESTION 3
A mixed industrial-commercial-residential area in South Africa has a total floor area of
35 000 m² and population of 100 000 people. The daily water consumption is 80 L/c/
Assume the wooden frame construction. The population growth rate is 2.5%. 1
Harmond Formula for Peak Factor.
Calculate:
(a) average daily rate (L/day)
(b) maximum daily rate (L/day)
(c) maximum hourly rate (L/day)
(d) fire flow rate (L/min)
(e) design flow rate (L/min)
(f) future population in the coming 30 years
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