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Last modified
11/23/2009 10:50:35 AM
Creation date
10/4/2006 9:03:13 PM
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Floodplain Documents
County
Statewide
Title
Hydrologic Engineering Methods for Water Resources Development Volume 5
Date
3/1/1975
Prepared For
US
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br /> 200 <br />f!. <br />...J 180 <br />...J <br />~ <br />Z <br />C( 160 <br />a: <br />x <br />l!l <br />~ 140 <br />If) <br />Q. <br />If) <br />~ 120 <br />...J <br />~ 100 <br />z <br />C( <br />a: <br />:E 80 <br />a: <br />~ 60 <br />...J <br /><[ <br />::;) <br />t; 40 <br /><[ <br />15 <br />0 20 <br />Ei <br />a: <br /> 0 <br /> 0 <br /> <br /> <br />LEGEND <br />All Storms.!l <br />G J 7.0" 10.0" SPS Index Roinfall <br />A 10.1" 13.0" SPS Index Rainfall <br />. ........t:J........ 13.1" -16.0" SPS Index Rainfall <br />)( 16.\" -20.0" SPS Index Rainfall <br /> <br />h-t <br /> <br /> <br />c <br /> <br />'-C <br /> <br />20 40 <br />PERCENT OF ACTUAL <br /> <br />60 80 <br />STORM OCCURRENCES <br /> <br />100 <br /> <br />Figure 3.01 Ratio of Standard Project Storm to Maximum Recorded Rainfall <br /> <br />Footnotes: <br /> <br />...!.J Based on 400 storms <br />,J;,j Average 24 hour rainfall over an area of 200 square miles <br />.:E.i Lines represent regions of differing rainfall potential <br /> <br />3-04 <br />
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