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 = Qc/QL.

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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