2011 7180 2012 10700 2013 4580 2014 9660 2015 7170 2016 10000 2017 8030 2018 10100 2019 1570 2020 658 2021 8010 Q4.1 Part A - Weibull 1 Point Perform a Weibull Position Plot and determine the 2 yr, 25 yr, and 100 yr flow rates. Don't put a comma or the units in the answer. Round to the one's digit. Please only enter numeric values. 25-year 100-year Go to the USGS Water Data Website. Download annual peak discharge at the USGS 11461000 Russian River Near Ukiah, California from October 1st 1992 to September 30th 2021. A video in the Canvas posting of this assignment provides a short instruction on how to download the data and put it into excel. YEAR Peak Q (cfs) 1992 17700 1993 2930 1994 16700 1995 9900 1996 10600 1997 8710 1998 5730 1999 4050 2000 4690 2001 5560 2002 10100 2003 9100 2004 6720 2005 22600 2006 5680 2007 11200 2008 2220 2009 8250 2010 9800 2011 7180 2012 10700 2013 4580

2011 7180 2012 10700 2013 4580 2014 9660 2015 7170 2016 10000 2017 8030 2018 10100 2019 1570 2020 658 2021 8010 Q4.1 Part A - Weibull 1 Point Perform a Weibull Position Plot and determine the 2 yr, 25 yr, and 100 yr flow rates. Don't put a comma or the units in the answer. Round to the one's digit. Please only enter numeric values. 25-year 100-year Go to the USGS Water Data Website. Download annual peak discharge at the USGS 11461000 Russian River Near Ukiah, California from October 1st 1992 to September 30th 2021. A video in the Canvas posting of this assignment provides a short instruction on how to download the data and put it into excel. YEAR Peak Q (cfs) 1992 17700 1993 2930 1994 16700 1995 9900 1996 10600 1997 8710 1998 5730 1999 4050 2000 4690 2001 5560 2002 10100 2003 9100 2004 6720 2005 22600 2006 5680 2007 11200 2008 2220 2009 8250 2010 9800 2011 7180 2012 10700 2013 4580

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter14: Computational Engineering Tools Electronic Spreadsheets

Section: Chapter Questions

Problem 2P

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