Use the data of Table 13. 14 to estimate the 10-year and 200-year peak discharge using the
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Use the data of Table 13. 14 to estimate the 10-year and 200-year peak discharge using the log-Pearson Type III distribution.
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TABLE 13.14 Annual Peak Discharge in Problem 10 Year 1990 Annual Peak Discharge (m/s) 10.2 1991 11 1992 3.5 1993 6.7 1994 4.2 1995 5.3 1996 1.8 1997 9.2 1998 4.5 1999 7.2 2000 1.1
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Water Systems Analysis Design, And Planning Urban Infrastructure
ISBN: 9780367528454
1st Edition
Authors: Mohammad Karamouz
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