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Last modified
1/25/2010 7:09:20 PM
Creation date
10/5/2006 2:23:12 AM
Metadata
Fields
Template:
Floodplain Documents
County
Boulder
Community
Boulder
Stream Name
Goose, Wonderland, Elmer's Twomile, 2-mile, 4-mile
Basin
South Platte
Title
Major Drainageway Planning Volume 1, Part B
Date
4/1/1969
Prepared For
Boulder County
Prepared By
CWCB
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />14 <br /> <br />RAINFALL <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The lOa-year design rainfall was determined from the nine isohyetal <br />maps presented in the Rainfal I Part of the DRCOG Storm Drainage <br />Criteria Manual, Figure IV-I is the Depth-Duration-Frequency curve <br />for the North Boulder area for the 2, 25, 50, and lOa-year storms, <br />Table IV-I tabulates the lOa-year storm from Figure IV-I. The last <br />column in the table represents the rearranged rainfall increments that <br />were used for design purposes. <br /> <br /> TABLE IV-l <br />NORTH BOULDER lOa-YEAR DESIGN RAINFALL <br /> Total Incremental Design <br /> Rainfall Rainfall Rainfal I <br /> ,00 ,00 .00 <br /> 1.37 1.37 .02 <br /> 1.82 .45 ,04 <br /> 2.18 ,36 .07 <br /> 2.30 .12 .12 <br /> 2,40 ,10 1.37 <br /> 2,50 ,10 .45 <br /> 2.57 ,07 .36 <br /> 2.64 ,07 .10 <br /> 2,69 ,05 .10 <br /> 2,74 ,05 .07 <br /> 2.78 ,04 .05 <br /> 2,82 ,04 .05 <br /> 2.86 .04 .04 <br /> 2.90 .04 .04 <br /> 2,94 ,04 .04 <br /> 2,96 .02 ,04 <br /> 2.98 ,02 ,02 <br /> 3,00 ~ ,02 <br /> 3.00 3.00 <br /> <br />Time from <br />Beginning of <br />Storm <br /> <br />o <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />110 <br />120 <br />130 <br />140 <br />150 <br />160 <br />170 <br />180 <br /> <br />TOTALS <br /> <br />Infiltration <br /> <br />Part of the rainfall that occurs infiltrates into the ground and does <br />not become part of the immediate storm runoff. As North Boulder <br />develops the overall infiltration rate will change because large <br />areas will become impervious due to building and paving, and other <br />areas will change from pasture to lawn grass. In some cases, the <br />infiltration will increase, and in other cases it will decrease. <br /> <br />The infiltration rates used in this study are based on the probable <br />future land cover. To obtain these rates, numerous field infiltration <br />
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