HW4-5 Problems - armor and flood frequency analysis

HW4-5 Problems - armor and flood frequency analysis - CE154...

Info iconThis preview shows pages 1–2. Sign up to view the full content.

View Full Document Right Arrow Icon
CE154 Hydraulic Design Homework #4 Using the following annual peak flow data and the USGS software provided at this link http://water.usgs.gov/software/peakfq.html to determine the 1-, 10-, 20-, 50-, and 100-year flows of the Calabazas watershed. You will need to copy the peak flow data into a file saved in the Data_in folder under the program file folder where your downloaded program resides. For the output, if you can not get the program to plot the flood frequency and confidence limits, use Excel to do it. H SF26A 3722001219911 N SF26A CALABAZAS CREEK AT WILCOX 2 SF26A 3 SF26A 19711221 304 3 SF26A 19730116 718 3 SF26A 19740103 707 3 SF26A 19750201 801 3 SF26A 19760302 245 3 SF26A 19770102 414 3 SF26A 19780114 1424 3 SF26A 19790115 980 3 SF26A 19800219 1555 3 SF26A 19810127 809 3 SF26A 19820331 1362 3 SF26A 19830124 2013 3 SF26A 19831110 874 3 SF26A 19841112 672 3 SF26A 19860214 2198 3 SF26A 19870312 615 3 SF26A 19880117 778 3 SF26A 19881204 289 3 SF26A 19900216 683 3 SF26A 19910303
Background image of page 1

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Image of page 2
This is the end of the preview. Sign up to access the rest of the document.

Page1 / 2

HW4-5 Problems - armor and flood frequency analysis - CE154...

This preview shows document pages 1 - 2. Sign up to view the full document.

View Full Document Right Arrow Icon
Ask a homework question - tutors are online