A river reach of 2.0 km long with maximum flood discharge of 10000 m³/s is to be physically modeled in the laboratory where maximum available discharge is 0.20m³/s. For a geometrically similar model based on equality of Froude number, the length of the river reach (m) in the model is

A river reach of 2.0 km long with maximum flood discharge of 10000 m³/s is to be physically modeled in the laboratory where maximum available discharge is 0.20m³/s. For a geometrically similar model based on equality of Froude number, the length of the river reach (m) in the model is

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.

Question

A river reach of 2.0 km long with maximum flood
discharge of 10000 m³/s is to be physically
modeled in the laboratory where maximum
available discharge is 0.20m³/s. For a
geometrically similar model based on equality of
Froude number, the length of the river reach (m)
in the model is

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