Return Period 1. Maximum depth of precipitation of certain area is presented below. Based on the given data, compute the following: Year a. b. Year Max. Rainfall depth (mm) c. d. Using additional information from year 2016 to 2020, what would be the return period of 1995, 2005, 2010 and 2015. Maximum depth of precipitation in year 2016, 2017, 2018, 2019 and 2020 are 180mm, 190mm, 200mm, 210mm and 230mm respectively. e. Using the data from (d), from what year has the least probability of occurrence of that precipitation, explain. Max. Rainfall depth (mm) Return Period for the year 1995, 2005, 2010 and 2015 Year Max. Rainfall depth (mm) What is the probability of occurrence of the maximum depth recorded from 1995 to 2015. Interpret the return period of year 2002, please elaborate. 1995 155 2002 215 1996 197 151 2003 138 1997 190 189 145 1998 157 2009 2010 2011 2012 147 2004 2005 2006 124 1999 2000 2001 175 136 194 280 161 2007 2008 164 2013 2014 186 193 160 2015 192

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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.