Suppose we can accept a 10% chance of failure of an infiltration basin due to flooding...

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Suppose we can accept a 10% chance of failure of an infiltration basin due to flooding...

Suppose we can accept a 10% chance of failure of an infiltration basin due to flooding in a 20 year project life. What hydrologic design level (return period (T)) should we use for the design flood event?

engineering Civil-Engineering

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Suppose we can accept a 10% chance of failure of an infiltration basin due to flooding...

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