Question 3: Annual maximum floods in White Dog Creek are log-normally distributed. The average and standard deviation of log Q are 3 and 0.5 respectively. Flows have been measured in units of ML/d. What is the magnitude of the 100-year ARI flood.

Question 3: Annual maximum floods in White Dog Creek are log-normally distributed. The average and standard deviation of log Q are 3 and 0.5 respectively. Flows have been measured in units of ML/d. What is the magnitude of the 100-year ARI flood.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.

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