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<br />~~;':L <br />~=- ~. <br /> <br />;J" I " <br />""111'" 'f't;. '-"F7 II <br /> <br />I <br />W"l'\ <br />\ <br /> <br />I <br /> <br />II <br />)'f, <br />t?:t' <br />e, <br />?~~ <br /> <br />\ <br /> <br />point 1 is approximately 20%. <br /> <br />This can be attributed to the differences <br /> <br />, <br />\ <br />\ <br /> <br />;;;...~ <br />!'.t ~ <br />le.' <br />f,:' <br />I <br /> <br />" <br />Ii'" <br />I-:-'t-U:. <br />~, <br />~ ~, <br />.:4 <br /> <br />,differen1e can <br />pervious 'area. <br />- <br /> <br />, <br />i <br /> <br />field Creek basin. The basin perviousness for Northfield Creek was I <br /> <br />5~and the basin perviousness for Little Dry Creek basin was approximatelJ <br /> <br />60%. For the Thornton study there is a very large difference. This ~ <br /> <br />be attributed to a different philosophy regarding im-~/? <br /> <br />This study used an imperviousness Of~% while the I <br /> <br />(..DP-o Ib~S (;;) <br />Thornton study used an imperviousness of 25%. The Thornton study ~d <br />(Z..ooF-:::, AO .p'l'io..u--./'o......... AlZ..\'a.A ;q~ 11-\'=.1 Dtz..A.A-l,.) "t; 'HE. .;");..;.~C.vp.;ll::::>i~t..'7 <br />3.R i..-1e-.....;..,,';,,~~- -f a;rea a6 Ll.c.y dr::tin t.o t.he I3HrrGl.lpoin-<] pr:evious <br /> <br />in basin perviousness between the Little Dry Creek basin and the North- <br /> <br />lawns. SOr only streets and parking lots were considered as impervious <br /> <br />11\ <br />fIf,.. area. <br />i\iZ <br /> <br />Another source of difference can be attributed to Little Dry <br /> <br />" <br />" <br />::.. <br />~. <br /> <br />Creek hYdr~ using the CUHP method while the Northfield Study <br />used HEC-l~ \:For Niver Creek, the correlation between this study and <br /> <br />data from Little Dry Creek and UD&FCD Niver Creek was not as good. <br /> <br />The reasons for this difference come from three sources. First, the <br /> <br />; <br />,. <br /> <br />basin perviousness percentages are different. The UD&FCD Study had <br /> <br />an existing perviousness of 65% in 1973 while this study shows a <br /> <br />basin perviousness of 63%. For comparison, these values were compared <br /> <br />: <br />i <br />I. <br />, <br />l <br />I" <br />;{, <br />if' <br />" <br />j." <br /> <br />to the fully developed perviousness of 48% (from UD&FCD Phase B Report). <br /> <br />Second, the UD&FCD Study uses the CUHP method of runoff determination <br /> <br />while this study used the Corps of Engineers HEC-l program. Third, <br /> <br />for this study the newer Ct and Cp values were used. <br /> <br />These new values <br />!-flU"",, {.~ <br />were released in July, 1975 after the completion of the UD&FC9^Report. <br />4J lo\ek') vrd......d r( <br />For Niver Creekr the ef[~~t was t.hat. both Ct and Cp were significantly <br /> <br />higher; .47 and .63 versus .31 and .51 respectively. -r(!.- '1" !j / "'f' It <br /> <br />~ <br />