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<br />J <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />B <br />a <br />I <br />I <br />I <br />I <br />I <br />I <br />D <br /> <br />45 <br /> <br />A~ degradation at the mouth of Sand Creek would extend upstream in <br />this major tributary only as far as the first bed~control structure. This <br />is a sheet.pfle wall supporting an inverted syphon on Burlington Ditch <br />across the bed 1300 feet upstream from its confluence with the South Platte <br />River. Sand Creek passes over a spillway on top of the syphon. The drop <br />is approximately 12 feet. Simons, If and Associates reported that the <br />structure was under repair in March 1983. <br />No further increase in degradation is anticipated at the confluence <br />of Cherry Creek and the South Platte Rfver. Thernouth is at the scour hole <br />downstream from the rapids in the South Platte River. In May 1977, Merrick <br />and Company reported that the existing Delgany sanitary sewer main was <br />exposed where it crosses Cherry Creek 14S0 feet upstream from the South Platte <br />River. They proposed a concrete cap for this 1ine and the new sewer main to <br />be built at the same crossing. This cap should be extended downward to <br />prevent any undennin1ng of the pipes. Then, that would be the extent of any <br />degradation extending up Cherry Creek. <br />At its confluence with Bear'Creek, the South Platte River is now <br />aggrading. If1JI1ediately upstream from its mouth, Bear Creek passes over the <br />exposed Denver Fonnation. This rock fonnatlon controls the. riverbed grade <br />upstream from thi s poi nt. The Bea r Creek profl ~ e 15 shown 1 n the flood <br />hazard area delineation report by Gingery AssoClates, Inc., in 1979. <br /> <br />46 <br /> <br />VIII. SUMMARY <br /> <br />From the studies of the South Platte River from Chatfield Dam to <br />Baseline Road Immediately north of Brighton which have been completed at <br />this time, the preliminary findings are as follows: <br />1. The study reach is 41.2 miles long with an overall sinuosity <br />of 1.19. The average riverbed slope from Chatfield Dam to the mouth of <br />Cherry Creek is approximately 13 feet per mile. Thereafter, the slope <br />decreased to approximately 9 feet per mile. <br />2. The rlver has three different fonns which have been deslgnated <br />Rural, Suburban and Urban. <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 /> <br />The Rural reaches are immediately downstream from Chatfield Dam and <br />from East One Hundred-Fourth Avenue to Baseline Road. In these, the river <br />is alluvial, sinuous and mobile; bars are prominent, pioneer vegetation <br />exists, there is relatively llttle trash and the works of men are few. <br />The Suburban reaches are from Columbine Valley to West Hampden <br />Avenue and from the Sand Creek confluence to East One Hundred~Fourth Avenue. <br />In these reaches, the river is narrower, less sinuous, and there are fewer <br />gravel and sand bars. Some eroding banks have been stabilized. There are <br />more bridges, weirs, drop structures. intakes, outfalls and buildings. Trash <br />is plentiful. <br />The Urban reach is from West Hampden Avenue to the confluence wlth <br />Sand Creek. This reach has the fonn of a man~made ditch. The channel has <br />been straightened. realigned, narrowed and deepened. Both banks and the <br />bed have been stabilized. Works of men abound and include facilities for <br />people to enjoy the riverine environment. <br />J. The average annual streamflow in the South Platte River at Denver <br />decreased by 25 percent in 1925 and has remained relatively drier ever since. <br />A return to the wetter regime would have severe repercussions in the met ro- <br />politan ",rea. The pattern of monthly streamflow has changed very little. <br />Return flows from irrigation and municipal and industrial use make up some- <br />what for water diverted from the river. Imports of water from the Western <br />Slope negate consumptive use. <br />4. Flooding In the Metropolitan Area is partially controlled with <br />the Chatfield, Cherry Creek and Bear Creek Dams. Floods are expected to be <br />less frequent but large floods are still possible. <br />5. The three flood control dams have decreased the supply of sedi- <br />ment to the South Platt!:' R1v!:'r in th~ ~nver Metropolitiln uea by an estimated <br />80 percent. The result has been iI degradation of the riverbed which is con~ <br />tinuingatthistfme. The rate of degradation has not beendeteminedyet. <br />Degradation has also resulted from the narrowing of the riverbed in the Urban <br />reilch. <br />