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• Conveyance Calculation Method: At breaks in n values only <br />Friction Slope Method: Program Selects Appropriate met <br />Computational Flow Regime: Mixed Flow <br /> <br />FLOW DATA <br />Flow Title: 10-year flood event - HEC1 by DLE <br />Elow File p:\100267\EastDitch\EastDivr.f01 <br />Flow Data (cfs) <br />River Reach RS PF 1 <br />East Diversion Segment lla 100 5 <br />East Diversion Segment 1/9 1500 11 <br />East Diversion Segment 2/3 600 46 <br />East Diversion Segment 5/6 1000 58 <br />East Diversion Segment 8 400 13 <br />East Diversion Segment 9/10 1300 62 <br />East Diversion Segment 7 1000 10 <br />East Diversion Segment 11 600 11 <br />East Diversion Segment 12 1800 68 <br />East Diversion Segment 17 200 6 <br />East Diversion Segment 18 500 72 <br />Upst~eam <br /> <br />Boundary Conditions <br />River Reach Profile <br />Downstream <br />East Diversion Segment lla PF 1 <br />East Diversion SegmenC 1/4 PF 1 <br />East Diversion Segment 2/3 PF 1 <br />East Diversion Segment 8 PF 1 <br />East Diversion Segment 7 PF 1 <br />East Diversion Segment 17 PF 1 <br />East Diversion Segment 18 PF 1 <br />Normal S = .OS <br />GEOMETRY DATA <br />Geometry Title: As Built Survey with Junctions Corrected <br />Geometry File p:\100267\EastDitch\EastDivr.g02 <br />Reach Connection Table <br />River <br />Reach <br />Upstream Boundary <br />Cr'tical <br />Normal S = .005 <br />Cr'tical <br />Norma S = .02 <br />Norma S = .O1 <br />Norma S = .03 <br />Downstrea~ Boundary <br />East Diversion Segment lla Seg 7/1 <br />East Diversion Segment 1/9 Seg9/3 <br />East Diversion Segment 2/3 Sego/3 <br />East Diversion Segment 5/6 Sego/3 Seg6/B/ <br />East Diversion Segment 8 Seg6/8/ <br />East Diversion Segment 9/10 Seg6/8/9 Seg 10/ 1 <br />East Diversion Segment 7 Seg 711 <br />East Diversion Segment 11 Seg 7/11 Seg 10/ 11 <br />East Diversion Segment 12 Seg 10/11 Seg 15/ 7 <br />East Diversion Segment 17 Seg 15/ 7 <br />