(c) A galvanized iron with 350 m long pipe and 1.5 m diameter was used for water distribution system pipes. Calculate the head loss in pipe if flowrate, Q = 1.5 m³/s and Q = 2.5m³/s using; (i) Manning's equation with n = 0.015, and (ii) Hazen-William with coefficient of friction, C = 135 (iii) Compare the results of these two methods.
(c) A galvanized iron with 350 m long pipe and 1.5 m diameter was used for water distribution system pipes. Calculate the head loss in pipe if flowrate, Q = 1.5 m³/s and Q = 2.5m³/s using; (i) Manning's equation with n = 0.015, and (ii) Hazen-William with coefficient of friction, C = 135 (iii) Compare the results of these two methods.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A galvanized iron with 350 m long pipe and 1.5 m diameter was used for water
distribution system pipes. Calculate the head loss in pipe if flowrate, Q = 1.5 m³/s
and Q = 2.5m/s using;
(c)
(i)
Manning's equation with n = 0.015, and
(ii)
Hazen-William with coefficient of friction, C = 135
(iii)
Compare the results of these two methods.
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