Question: Homework 1 - Probability and Flood Routing Question 1 ) The peak flow values for a creek is provided in the table below. Assuming the

Homework 1- Probability and Flood Routing
Question 1)
The peak flow values for a creek is provided in the table below. Assuming the flow distribution is normal, calculate:
a)80 year peak flow (cfs)
b) Probability of 8,000 cfs peak flow
c) If a cofferdam is about to built assuming a construction period of 5 year, what flood return period should be used if the desired Risk is \(\leq 10\%\)
d) Calculate the reliability
e) calculate the probability of the cofferdam getting overtopped
f) what would be the equivalent flow rate for this flood return period
\begin{tabular}{|c|c|c|c|c|c|}
\hline Year & Peak Flow (cfs) & Year & Peak Flow (cfs) & Year & \begin{tabular}{c}
Peak Flow \\
(cfs)
\end{tabular}\\
\hline 1980 & 9,840 & 1995 & 10,300 & 2010 & 3,460\\
\hline 1981 & 5,170 & 1996 & 6,260 & 2011 & 3,080\\
\hline 1982 & 1,620 & 1997 & 1,360 & 2012 & 2,730\\
\hline 1983 & 235 & 1998 & 1,000 & 2013 & 9,860\\
\hline 1984 & 15,600 & 1999 & 2,770 & 2014 & 4,210\\
\hline 1985 & 4,740 & 2000 & 1,400 & 2015 & 3,150\\
\hline 1986 & 427 & 2001 & 3,210 & 2016 & 5,730\\
\hline 1987 & 3,310 & 2002 & 1,110 & 2017 & 3,830\\
\hline 1988 & 4,400 & 2003 & 5,230 & 2018 & 5,060\\
\hline 1989 & 7,760 & 2004 & 4,300 & 2019 & 4,590\\
\hline 1990 & 2,520 & 2005 & 2,820 & 2020 & 2,840\\
\hline 1991 & 340 & 2006 & 1,900 & 2021 & 3,610\\
\hline 1992 & 5,440 & 2007 & 3,980 & 2022 & 1,250\\
\hline 1993 & 3,000 & 2008 & 6,560 & 2023 & 5,480\\
\hline 1994 & 3,690 & 2009 & 4,710 & & \\
\hline
\end{tabular}
Homework 1 - Probability and Flood Routing

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