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Outfall M - 25yr <br /> Conveyance <br /> 21 1. ---------------------------------------------------- <br /> a . <br /> o . <br /> a <br /> o� <br /> a a,uN ... <br /> 0 0 <br /> to IB ---- 0 <br /> 14 ___ I,ID Link-04 ______________1__________.__Yi ____. <br /> gth 255,00 fl <br /> __ Link ID Link-03 -------------- --6 --- <br /> 13 - Dia 000 fl ^ k- <br /> Lenglh 66.00 tt A ' <br /> Slope 0.0030 fok SA <br /> E12 __. Di.' _________________ <br /> Up Y�veN 784fl Die fl <br /> Dn Inverl 7 07 fl Slope 0.0030 ttMt .� <br /> 11 <br /> bGbG Dn Invek 6.87 tt <br /> w 10 ___ __ ____. <br /> 4 --- -----1 <br /> 3 __.__ -----. <br /> 2 ----- _____l <br /> 1 <br /> 1-00 1i20 1.40 1a60 1a80 2+00 2+20 2i40 2a60 2i80 3+00 3-20 3i40 3+60 3.80 4-00 4+20 4-40 4460 4,1k 5,00 5-20 5+40 <br /> Station(B) <br /> NodelD: Jun-06 Jun-05 Jun un,03 Out-M <br /> Rin lfQ: 15.02 15.02 17.00 17.27 <br /> Inven(fQ: 7.84 Z07 2.55 6.84 R56 <br /> Min Pipe CDYeI(ft): 4.18 4.95 7.13 7.43 <br /> Max HGL(ft): 1220 11.55 11.38 11.36 11.06 <br /> Link lD: Lik-04 Link 03 ik 02 Link-01 <br /> Length(fl): 255.00 66.00 IaOD 98.00 <br /> Dia(0): 3.f10 3.00 3A0 3.00 <br /> Slope(ft/ft): 110030 0.0030 .0030 0.0029 <br /> Up lnvea(fl): Z84 7.07 G87 6.84 <br /> Dinlnven lfQ; 7.07 6.97 6.84 6.56 <br /> Max 0(of,): 20.19 20.80 10.80 20.80 <br /> Max Vel(Ns): 2B6 294 294 2.94 <br /> Max Depth(ft): 350 3A0 3.00 3.00 <br /> Autodesk Storm and Sanitary Analysis <br />