for the given maximum annual instantaneous flows from a river, peform a frequency analysis by the theoretical method, adopting the log Pearson type III distribution. The regional skew coefficient from the map is  0.50. image attached.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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for the given maximum annual instantaneous flows from a river, peform a frequency analysis by the theoretical method, adopting the log Pearson type III distribution. The regional skew coefficient from the map is  0.50.

image attached. 

Water
Flow
Water
Flow
Water
Flow
(m³/s)
(m/s)
Year
(m³/s)
Year
Year
1989
224
1998
460
2007
223
1990
305
1999
1330
2008
218
1991
210
2000
340
2009
185
1992
333
2001
447
2010
256
1993
500
2002
298
2011
288
1994
98
2003
397
2012
483
1995
288
2004
195
2013
790
1996
370
2005
690
2014
500
1997
212
2006
410
Transcribed Image Text:Water Flow Water Flow Water Flow (m³/s) (m/s) Year (m³/s) Year Year 1989 224 1998 460 2007 223 1990 305 1999 1330 2008 218 1991 210 2000 340 2009 185 1992 333 2001 447 2010 256 1993 500 2002 298 2011 288 1994 98 2003 397 2012 483 1995 288 2004 195 2013 790 1996 370 2005 690 2014 500 1997 212 2006 410
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