Recorded annual maximum 24-hour rainfall magnitudes at station X are as under: Year 1960 1961 1962 1963 1964 1965 1966 1967 1968 1969 Rainfall (cm) 12.0 6.0 4.8 7.9 12.0 14.2 13.6 6.0 3.7 2.9 What is the return period, in years, for a 6.0 cm annual rainfall according to Weibull formula?

Q: 1. The rainfall hyetograph is shown in Figure 4.16 and is listed in Table 4.18. It is subject to a…

A: Given, Depression storage loss=0.15 cmFo=0.45 cm/hFc=0.05cm/hk=1h

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

A:

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

A:

Q: Following is the recorded data of a 0.8 km2 wide lake collected over a year: It receives a total…

A: Given: Duration = 1 year Area of lake = 0.8 km2 Precipitation, P = 1400 mm Surface water inflow, Qsi…

Q: Please only answer if sure it is correct. will thumbs up if correct!

A: the solution is provided in the image thank you.Explanation:

Q: Calculate the 1-hour 50-year rainfall estimate given that annual station data records have an…

A: Given - For 50- year, Kt =2.5922880 Xav. =56 mm Standard deviation, S.D. =4.12 To find - 1-hour…

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…

A:

Q: Year Rainfall (mm) Year Rainfall (mm) 1994 28.2 2004 31.5 1995 31.2 2005 42.5 1996 34.4 2006 39.5…

A: year rainfall increasing order 1994 28.2 20.5 1995 31.2 23.6 1996 34.4 25.4 1997 39.0 27.2…

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.