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FLOOD10200
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Last modified
1/26/2010 10:12:20 AM
Creation date
10/5/2006 4:58:13 AM
Metadata
Fields
Template:
Floodplain Documents
County
Boulder
Community
Boulder County
Stream Name
Boulder Creek
Basin
South Platte
Title
Simplified Mountain Canyon Flash Flood Guidance for Boulder Creek
Date
3/1/1990
Prepared For
UDFCD
Prepared By
Sabol Consulting
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />Rainfall Losses <br /> <br />Hydrologic Design Manual <br />for Maricopa County <br /> <br />Land-use and/or <br />Surface Cover <br />(1 ) <br /> <br />SurfaCt~ Retention <br />Loss <br />IA,lncheis <br />(2) <br /> <br />I <br />I <br />I. <br />I <br />I <br />I <br />I <br /> <br />lable 4.1 <br />Surface Retention l.oss for <br />Various Land SUrfaces In Maricopa County <br /> <br />Natural ________ ____ <br />Desert and ran eland. flat slope ______~D.35---- <br />Hillslo es. Sonoran Desert 0.15 <br />Mountain. with vegetated sUrface ______. 0.25___ <br />Develo ed Residential and Commerciall.___. <br />Lawn and turf ~0.20 <br />Desertlandsc IE' _________ 0.1~_,_ <br />Pavement ___,_____ 0.05 <br />A ricultural <br />Tilled fields and irrigated paSture ---:=--\ :~~_._ <br /> <br />I <br /> <br />Infilttation can be controlled by percolation if the soil does not have a sustained <br />drainage capacity to provide access for more infiltrated water. However, before <br />percolation can be assumed to restrict infiltration for the design rainfalls being <br />considered in Maricopa County, the extent by which percolation carl restrict infiltra- <br />. tion of rainfall should be carefully evaluated. SCS soil scientists have defined <br />hydrologic soil group D as: <br /> <br />"Soils having very stow infiltration rates when thoroughly welled and consist- <br />ing chiefly of clay soils with a high swelling potential, soils with a pennanent <br />high water table, soils with a daypan or clay layer at or near the surface, and <br />shallow soils over nearly imP~rvious material." <br /> <br />This definition indicates. that hydrCllogic soil groups A, 13, or C could be classified <br />as D if a near imperviolU' strata of clay, caliche, or rock is beneath them. When these <br />soils are considered in regard to long-duration rainfalls (the design events for many <br />parts ofthe United State-) this defil\ition may be valid. However, when considered <br />for short-duration and relatively small design rainfall depths in Maricopa County, <br />this definition could result in underestimation of the rainfall losses. This is because <br />even a relatively shallow horizon of soil overlaying an impervious layer still has the <br />ability to store a significant amount of infiltrated rainfall. <br /> <br />For~ample, consider the situation where only 4 inches of soil COVers an impervious <br />layer. If the effective pc,rosity is 0.30, then 1.2 inches (4 inches x 0.30) of water can <br />be infiltrated and stored in the shallow soil horizon. For design rainfalls in Maricopa <br />County, this represents a significant storage volume for infiltrated rainfall and so <br />when using ~~ for Maricopa County that contain significant areas <br />claSSifi:<i as hydr'tlogk soil group D, the reason for that dassiikation should be <br />detemuned. ~,.,.b l'<,p~r'15 <br /> <br /><Jr' <br /> <br />.w.. '''''',.,.."..,',.,.,''''".,.,."...",."x,.,',.,.".e,~.~.t~~,'::~,..,~f'(~(ot::,"~{q/..(~.,"',., <br />42 <br /> <br />. ..:.:::::....::.:-~:.::: :.: ... <br /> <br />. .." '.::: :'- :,.: :<-:'....:-:.:-:-::'~:.:':.;.:. <br />
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