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Last modified
1/26/2010 10:09:46 AM
Creation date
10/5/2006 4:28:38 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
Dallas, Texas
Basin
Statewide
Title
Effects of Urbanization on Floods in the Dallas Texas Metropolitan Area
Date
1/1/1974
Prepared By
USGS, City of Dallas
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />Table ll.--Annual rainfall and runoff in selected basins 1962-70 <br /> <br />Water <br />year <br /> <br /> <br />Tata runoff <br />(percent of <br />reci i tation) <br /> <br />D~rect runo <br />(percent of <br />reci itation) <br /> <br /> <br />Tota runo f <br />(percent of <br />reci itation) <br /> <br />D~rect runo <br />(percent of <br />reci itation) <br /> <br /> <br />D~rect runoff <br />(percent of <br />reci itation) <br /> <br />, <br />~ <br />'" <br />I <br /> <br /> above Keller Springs Road above Greenville Avenue between Keller Springs <br /> (No. 8-571) (No. 8-572) Road and Greenville Avenue <br />""b< 43.75 22.7 1".2 --.-s . 11 30.0 24.0 45.56 28.8 <br />1963 22.72 18.7 9.7 25.93 26.8 16.1 27.00 21.3 <br />1964 43.61 30.6 30.2 41.77 30.7 28.1 41.16 25.8 <br />1965 36.45 31. 5 21.8 37.74 40.2 31.5 38.18 39.3 <br />1966 42.97 28.3 25.0 46.42 39.1 34.5 47.55 42.4 <br />1967 26.13 10.0 6.9 28.04 16.5 13 .4 28.71 18.4 <br />1968 35.99 25.4 18.2 38.53 32.9 22.7 39.38 26.6 <br />1969 35.96 25.5 18.8 34.81 35.5 27.5 34.46 34.3 <br />1970 43.66 18.6 13.1 41. 87 30.2 20.5 41. 27 26.4 <br />Averaqe 36.80 23.5 18.0 37.80 31.3 24.3 38.14 29.3 <br /> Ratio - - 1. 00 - - 1. 35 - 1. 63 <br /> Bachman Branch Turtle Creek <br /> (NO. 8-557) (NO. 8-565) <br />19b< - - '0. ,5 3". I 3U. I <br />1963 - - - 28.46 41.6 33.6 <br />1964 34.57 28.8 24.1 32.03 44.6 37.7 <br />1965 36.00 38.5 27.5 38.79 45.0 36.6 <br />1966 44.50 45.6 39.3 46.82 49.7 43.4 <br />1967 26.13 14.4 10.2 24.62 31. 7 23.6 <br />1968 39.97 40.0 31.4 40.64 39.3 29.0 <br />1969 36.08 35.3 29.5 36.28 44.4 36.2 <br />1970 44.37 35.6 28.4 43.36 42.6 34.2 <br />Averaqe 37.37 34.0 27.2 37.19 42.0 33.9 <br /> Ratio - - 1. 51 - - 1. 88 <br /> <br />White Rock Creek <br />
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