Determine the risk of the loading exceeding the capacity of the sewer pipe in Problem 7. The

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Determine the risk of the loading exceeding the capacity of the sewer pipe in Problem 7.

The MS is normally distributed and is calculated as MS = Q_c/Q_L.

Data from problem 7 Determine the coefficient of variation of the loading and the capacity for a sewer pipe with the parameters given in Table 11. 9. The uncertainty of each parameter is defied with a triangular distribution.

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Water Systems Analysis Design, And Planning Urban Infrastructure

ISBN: 9780367528454

1st Edition

Authors: Mohammad Karamouz

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Question Posted: Mar 10, 2024 07:02 AM

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Determine the risk of the loading exceeding the capacity of the sewer pipe in Problem 7. The

Question:

TABLE 11.9 Characteristics of Sewer Pipe of Problem 7 Parameter C I Mode Range 0.65 0.6-0.70 20 cm/hour 18-22 cm/hour A F D 7 ha 0.002 150mm So 0.0005 m/m 6.9-7.1 ha 0.0019-0.0021 145-155mm 0.0004 0.0006 m/m

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Water Systems Analysis Design, And Planning Urban Infrastructure

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