The normal annual rainfall at stations A, B and C situated in meteorologically homogeneous region are 175 cm, 180 cm and 150 cm respectively. In the year 2009, station B was inoperative and stations A and C recorded annual precipitations of 150 cm and 135 cm respectively. Estimate the annual rainfall at station B in that year.

Q: The plan area of a reservoir is 1 km2. The water level in the reservoir is observed to decline by 20…

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Q: Given the recoding gage chart in Figure, answer the next three questions. 13 12 11 10 9 8 7 4 3 2 0…

A: Given data in question  Graph Between precipitation depth VS time duration  To find out Total…

Q: A 1-h rainfall of 10 cm magnitude at a station has a return period of 50 years. The probability that…

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Q: The isohyets for annual rainfall over a catchment basin indicate the following. (isohyet, area):…

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Q: stimate the total excess/effective rainfall in mm for a 5% AEP storm. The temporal pattern…

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Q: The normal annual rainfall at stations A, B and C are 140.5, 150.6 and 136.4 cm respectively. In…

A: Normal annual rainfall at stations A, B & C are- 140.5 cm, 150.6 cm, & 136.4 cm. Annual…

Q: A lake with a surface area of 1250 acres was monitored over a period of time. During a one-month…

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Q: A 1-h rainfall of 10 cm magnitude at a station has a return period of 50 years. The probability that…

A: The return period of rainfall T = 50 years ∴Probability of occurrence once in 50 years, P = 150 =…

Q: The plan area of a reservoir is 1 km². The water level in the reservoir is observed to decline by 20…

A:

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: According to the rainfall records for a city, we have obtained the probabilities of receiving more…

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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.