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<br />. <br /> <br />. <br /> <br />Summary of Effective and Duplicate FEMA Models for Current Study. <br /> <br />. <br /> <br />Events <br />Modeled <br />(Return <br />Period) <br /> <br />Effective Study LimitsT <br />(HEC-2 Cross Section) <br /> <br />Table 3.1 <br /> <br />Source of <br />Effective Model <br />(Study Name! <br />Author! Date) <br /> <br />DescriptionlPurpose <br /> <br />Flow Splits <br /> <br />Model Reach Limitsl <br /> <br />Computes discharges for LINC <br />flow split. Computes water <br />surface profiles for main channel. <br /> <br />Upstream <br /> <br />228117- <br />LincolnlLinden <br />237497-Shields <br /> <br />Downstream <br /> <br />221702-Lemay <br />230897-U.S.287 <br /> <br />Upstream <br /> <br />Watson <br />Lake <br /> <br />Downstream <br /> <br />Timnath <br />Diversion <br /> <br />Effective FlS! <br />FEMA, 1996 <br /> <br />Model <br />Names <br />(Effective! <br />Duplicate) <br />UPPERQ! <br />DEUQ06 <br /> <br />Computes water surface profiles <br />for main channel <br /> <br />Computes water surface profiles <br />for main channel and discharges <br />for all flow splits except Vine <br />Drive. Vine Drive split (1,100 <br />cfs) from a rating curve. <br />Computes water surface profiles <br />for main channel and discharges <br />for all flow splits except Vine <br />Drive. Vine Drive split (1,100 <br />cfs) from a rating curve, <br />Computes water surface profiles <br />along north side of Lincoln Ave. <br />due to left bank main channel <br />spill between Linden St. and <br />Lincoln Ave. <br /> <br />Computes one-foot rise floodway <br />for main channel. <br /> <br />Lincoln <br /> <br />100 <br /> <br />10,50, <br /> <br />230897- <br />U.S.287 <br /> <br />228117- <br />Lincoln/Linden <br /> <br />Watson <br />Lake <br /> <br />Lemay <br />A venue <br /> <br />2005 RA <br />LOMRI <br />ACE, 2005 <br /> <br />RCUPR05! <br />DEU06 <br /> <br />Lemay, Lincoln, <br />Vine, Taft, RR @ <br />Taft, RR @ <br />Overland <br /> <br />100 <br /> <br />10,50, <br /> <br />500 <br /> <br />228 II 7- <br />Linco InlLinden <br />237497-Shields <br /> <br />221702-Lemay <br />230897-US.287 <br /> <br />Watson <br />Lake <br /> <br />Timnath <br />Diversion <br /> <br />Effective FIS! <br />FEMA, 1996 <br /> <br />UPPERSOO! <br />DEUQ506 <br /> <br />(l <br />o <br />"r1 <br />(l <br />IV <br />Q <br />t <br /><:> <br />o <br />~ <br />a- <br />o <br />:;; <br />"r1 <br />Z <br />f:: <br />t"" <br />~ <br />'" <br />Q. <br />o <br />n <br /> <br />Lemay, Lincoln, <br />Vine, Taft, RR @ <br />Taft, RR @ <br />Overland <br /> <br />500 <br /> <br />230897- <br />U.S.287 <br /> <br />228117- <br />LincolnlLinden <br /> <br />Watson <br />Lake <br /> <br />Lemay <br />A venue <br /> <br />2005 RA <br />LOMRI <br />ACE, 2005 <br /> <br />RCUPR505! <br />DEU506 <br /> <br />Spills across <br />Lincoln to CLPR <br />between 3rd St. <br />and Lemay <br /> <br />100,500 <br /> <br />11565-Linden <br /> <br />7630-Lemay <br /> <br />CLPR at <br />Linden St. <br /> <br />Mulberry <br />Street <br /> <br />Effective FIS! <br />FEMA, 1996 <br /> <br />LINC! <br />DELINC06 <br /> <br />VJ <br />tv <br /> <br />230897- <br />US.287 <br /> <br />228 II 7- <br />LincolnlLinden <br /> <br />Watson <br />Lake <br /> <br />Lemay <br />Avenue <br /> <br />2005 RA <br />LOMRI <br />ACE, 2005 <br /> <br />RCUPIF05! <br />DEUlF06 <br /> <br />Computes one-foot rise floodway <br />for main channel. <br /> <br />100, Floodway <br /> <br />192488- <br />Horsetooth <br /> <br />Lemay <br />Avenue <br /> <br />Horsetooth <br />Road <br /> <br />1999 LOMRI <br />ACE, 1999 <br /> <br />1FTFW99! <br />DELlF06 <br /> <br />Computes one-foot rise floodway <br />for main channel. <br /> <br />Computes discharges for LP A TH <br />flow split. Computes water <br />surface profiles for main channel <br />Computes discharges for <br />Railroad and LPATH flow splits. <br />Computes water surface profiles <br />for main channel. <br /> <br />100, Floodway <br /> <br />22 1 637-Lemay <br /> <br />228117- <br />LincolnlLinden <br />237497-Shields <br /> <br />100, Floodway <br /> <br />LPATH <br /> <br />00 <br /> <br />10,50, <br /> <br />221637-Lemay <br /> <br />192488- <br />Horsetooth <br /> <br />Lemay <br />Avenue <br /> <br />Horsetooth <br />Road <br /> <br />1999 LOMR! <br />ACE, 1999 <br /> <br />LOWQ99! <br />DELQ06 <br /> <br />Railroad, LP A TH <br /> <br />500 <br /> <br />221637-Lemay <br /> <br />192488- <br />Horsetooth <br /> <br />Lemay <br />Avenue <br /> <br />Horsetooth <br />Road <br /> <br />1999 LOMRI <br />ACE, 1999 <br /> <br />LOW599! <br />DEL506 <br /> <br />)> <br />Z <br />0- <br />m <br />;;J <br />II> <br />o <br />Z <br />() <br />o <br />Z <br />II> <br />C <br />s: <br />Z <br />.D <br />m <br />z <br />.fl. <br />z <br />m <br />m <br />;;J <br />~ <br /> <br />z <br />r <br /> <br />221702-Lemay <br />230897-U.S.287 <br /> <br />Watson <br />Lake <br /> <br />Horsetooth <br />Road <br /> <br />Effective FIS! <br />FEMA, 1996 <br /> <br />IFTFLWAY! <br />DEIF06 <br /> <br />stream reach(es) for which model produces effective water surface elevations. <br /> <br />2Effective Study Limits: <br /> <br />model <br /> <br />lModel Reach Limits: stream reach covered by the hydraulic <br />