Calculate the 1-hour 50-year rainfall estimate given that annual station data records have an average of 56mm and standard deviation of 4.12.   Xt = Xav + Kt * S

Q: Draw Thiessen polygons on the catchment shown below. If the rainfall depths recorded by Gauge A, B,…

A: Since you have posted multiple questions, we will provide the  solution   only to the first question…

Q: Hope your help hydraulic CEE 340

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Q: If the coefficient of variation of rainfall values a the estimation of mean rainfall is 10%, then…

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Q: Return Period 1. Maximum depth of precipitation of certain area is presented below. Based on the…

A: Depth of precipitation of certain area from year 1995 to 2015

Q: The long-term average annual rainfall (in.) and storm-event totals (in.) for five gauges are given…

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Q: A meteorological station has recorded rainfall depth for the past 59 years. An annual maximum series…

A: Total number of years on record, n= 59 years  Rank observed, m = 3

Q: meteorological station

A: Total number of years on record, n=49yearsRank observed, m=5

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.