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The Developed model layout is seen in the picture below. <br /> Ex-cb <br /> � <br /> �`.111�� 1 i. <br /> Exanlet <br /> L".S, <br /> 1� nJ J�•v <br /> conhol-structure �b-1 <br /> [9,7�;d �.Lth:tnlion �iq��, I:� <br /> The existing model informetion is as followa: <br /> Projcet Precipitation Totala <br /> �2 yr� I.SS in <br /> (lU yr] 2.25 in <br /> �100 yr) 3.25 in <br /> Reach Recorda <br /> Reach ID: P-001-ez <br /> Section PropeMee: <br /> Shapc: Circidar Rwting Method: Travcl Timc Tw�slation <br /> Size Matcdel Mannings n Hyd params By <br /> 8"Diam Conc-Spun 0.0130 Mannings Formula <br /> Lcngth Slopc Entrance Loss <br /> 19.0000 D 2.G0% Groove End Projccdng <br /> Diam <br /> O.GGG71t <br /> Up Nodc Dn Nodc Up Invert Dn Invcrt <br /> Ex-inlet Ex-cb O.00OO lt 0.0000 ft <br /> Conduit Constninte: <br /> Min Vcl Max Vel Min Cw Mln Slopc Max Slopc Min drop <br /> 2.0000 ft 15.0000 Il 3.0000 il 0.500011 2.0000 ft 0.0000 ft <br /> In/E�1 Hold Up Hold Dn Match Im Allow Smaller <br /> 0.0000 in/hr NO NO YES NO <br /> Conduit Sammiry: <br /> Trib Arca Flow Cspacity Vclocity Normal Deplh <br /> 0.3100 ac 0.0296 cf 1.9538 cf 2.0382 Ns 0.0573 ft <br /> Ent L.oss Exil Lou Frid L,oss StaA 7'W <br /> O.OI2901 R 0.0645071t 0,000114 fl 0.0833 lt <br /> 1� <br />