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<br />r. <br /> <br />without adjustment. A summary of the basin parameters is <br />presented In Table 5.2. <br /> <br />I <br /> <br />I <br /> <br /> IABLE 5.2 SUMMARY OF FC BASIN PARAMETERS <br /> DRAINAGE AREA CURVE NUMBER TIME OF <br />SUBBASIN muare mileu CN CONCENTRATION. Ie <br />1 2.357 75 0.76 <br />2 1. 234 76 0.88 <br />3 0.960 81 0.55 <br />4 0.750 79 0.47 <br /> <br />I <br /> <br />I <br /> <br />The stage-discharge curve for the morning glory spillway at <br />Curr Reservoir was available in the LOMRFC (originally obtained <br />from the State Engineer's OffIce). It was incorporated in the <br />TR-20 model to accurately represent storage detention routing <br />through the structure. The conservative assumption that the <br />reservo:Lr stage was at the crest of the spillway at the begin- <br />ning of each storm event was included. <br /> <br />I <br /> <br />I <br /> <br />The peak discharge resul ts for the 24-hour AMC II storm for the <br />points :lndIcated on Figure 5.1 are presented in Table 5.3. the <br />2,910 cfs value for the 100-year flood at Interstate 25 seems <br />reasonable when compared to the results of the previous two <br />studies. <br /> <br />I <br /> <br />I <br /> <br />TABLE 2....l. -=- SUMMARY OF FC DISCHARGES BY RCI <br /> <br />26 <br /> <br />R€~OURC€ CON~UlTI\NT~ INC <br /> <br /> <br />I <br /> <br /> DRAINAGE AREA PEAK DISCHARGE(l) (cfs) <br />LOCATION (square mIles) 10 YR 50 YR 100 YR 500 YR <br />FC 1 3.59 650 1,100 1,400 NA (2) <br />FC 2 4.55 1,100 1,740 2,180 NA(2) <br />FC 2a 4.78 1,210 1,910 2,390 3,400 <br />FC 2b 5.04 1,330 2,110 2,640 3,800 <br />FC 3 5.30 1,470 2,320 2,910 4,150 <br /> <br />I <br /> <br />I <br /> <br />(1) These values result from the 24-hour AMC II storm. <br />(2) The 500..year discharge was not determined for poInts outside the <br />study rE!ach. <br /> <br />I <br /> <br />I <br /> <br />6.0 TEMPLETON GAP HYDROLOGY <br /> <br />6.1 <br /> <br />Watershed Description <br /> <br />I <br /> <br />The Templeton Gap Drainage Basin (TG) is located in the north <br />central portion of Colorado Springs as shown in Fig 6.1. The <br />basin borders on the northern edge of the Sand Creek West Fork <br />and on the western border of Sand Creek MaIn Stem. The basin <br />consists of two channels that form a "wishbone" and carry <br />runoff in a general westward direction. <br /> <br />I <br /> <br />I <br /> <br />I <br />