Three pipes 1, 2, 3 are connected in parallel. The properties of each pipe are given in the table. The combined discharge of the three pipes is 0.61 m3/s. Use Hazen-Williams coefficient of 100 for all pipes. Use table below for the properties of the pipes. a.) calculate the total head loss (A. 181 m B. 461 m. C . 411 m. D. 731 m) b) Solve for the rate of flow in pipe 1 ( A. 0.1249 m3/s. B. 0.1645 m3/s. C. 0.1145 m3/s. D. 0.1225 m3/s). C.) c) Calculate the rate of flow in pipe 2. ( A. 0.1032 m3 /s. ,B. 0.1255 m3 /s. C. 0.7865 m3/s. D. 0.3955 m3/s)
Three pipes 1, 2, 3 are connected in parallel. The properties of each pipe are given in the table. The combined discharge of the three pipes is 0.61 m3/s. Use Hazen-Williams coefficient of 100 for all pipes. Use table below for the properties of the pipes. a.) calculate the total head loss (A. 181 m B. 461 m. C . 411 m. D. 731 m) b) Solve for the rate of flow in pipe 1 ( A. 0.1249 m3/s. B. 0.1645 m3/s. C. 0.1145 m3/s. D. 0.1225 m3/s). C.) c) Calculate the rate of flow in pipe 2. ( A. 0.1032 m3 /s. ,B. 0.1255 m3 /s. C. 0.7865 m3/s. D. 0.3955 m3/s)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Three pipes 1, 2, 3 are connected in parallel. The properties of each pipe are given in the table. The combined discharge of the three pipes is 0.61 m3/s. Use Hazen-Williams
coefficient of 100 for all pipes. Use table below for the properties of the pipes.
a.) calculate the total head loss
(A. 181 m B. 461 m. C . 411 m. D. 731 m)
b) Solve for the rate of flow in pipe 1
( A. 0.1249 m3/s. B. 0.1645 m3/s. C. 0.1145 m3/s. D. 0.1225 m3/s).
C.) c) Calculate the rate of flow in pipe 2.
( A. 0.1032 m3 /s. ,B. 0.1255 m3 /s. C. 0.7865 m3/s. D. 0.3955 m3/s)
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