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<br />I <br /> <br />I <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br /> <br />Excludes "islands", this is the top width of the wetted cross section. <br />Measured from the reference line looking downstream. <br />Line adjusted in this location for curve smoothing or to match local boundary conditions - mapped distances are shown In <br />Values to left edge of Main Reach cross section. - floodway continues across North Overflow Channel. <br />Values to right edge of North Overflow cross section - floodway continues across Main Reach Channel. <br /> <br />21 <br /> <br />IWRES <br /> <br />A.330C!;~T:~ <br /> <br />1 <br /> <br />the table <br /> <br />I <br /> <br />I <br /> <br />94 <br />95 <br />96 <br />97 <br />98 <br />99 <br />100 <br /> <br />289+63 <br />292+81 <br />295+83 <br />299+82 <br />305+13 <br />310+99 <br />312+92 <br /> <br />5226.0 <br />5228.0 <br />5228.0 <br />5228.0 <br />5228.0 <br />5230.0 <br />5230.0 <br /> <br />7359 <br />7359 <br />7359 <br />7359 <br />7359 <br />7359 <br />7359 <br /> <br />10079 <br />10079 <br />10079 <br />10079 <br />10079 <br />10079 <br />10079 <br /> <br />5232.8 <br />5233.1 <br />5233.5 <br />5233.9 <br />5234.6 <br />5237.5 <br />5238.5 <br /> <br />5233.7 <br />5234.0 <br />5234.3 <br />5234.7 <br />5235.4 <br />5238.2 <br />5240.0 <br /> <br />628 <br />1024 <br />1198 <br />1310 <br />830 <br />732 <br />690 <br /> <br />2.9 <br />2.7 <br />2.2 <br />2.4 <br />4.8 <br />7.4 <br />4.2 <br /> <br />407 <br />419 <br />361 <br />417 <br />499 <br />500 <br />457 <br /> <br />221 <br />304 <br />389 <br />355 <br />206 <br />90 <br />93 <br /> <br />628 <br />723 <br />750 <br />772 <br />705 <br />590 <br />550 <br /> <br />2.9 <br />3.2 <br />2.8 <br />3.3 <br />4.8 <br />8.3 <br />5.5 <br /> <br />5233.7 <br />5234.0 <br />5234.4 <br />5234.8 <br />5235.7 <br />5238.3 <br />5240.0 <br /> <br />407 <br />419 <br />361 <br />417 <br />499 <br />500 <br />457 <br /> <br />221 <br />304 <br />389 <br />355 <br />206 <br />90 <br />93 <br /> <br />628 <br />723 <br />750 <br />772 <br />705 <br />590 <br />550 <br /> <br />2.9 <br />3.2 <br />2.8 <br />3.3 <br />4.8 <br />8.3 <br />5.5 <br /> <br />5233.6 <br />5234.0 <br />5234.4 <br />5234.8 <br />5235.7 <br />5238.3 <br />5240.0 <br /> <br />1 <br /> <br />Lowell Blvd <br /> <br />Flow Diversion <br />(left) <br /> <br />I <br /> <br />91.9 <br />92 <br />92.5 <br />93 <br />93.05 <br /> <br />287+76 <br />289+63 <br /> <br />286+75 <br />287+06 <br />287+26 <br /> <br />5226.0 <br /> <br />5225.0 <br />5225.0 <br /> <br />6761 <br /> <br />6761 <br />6761 <br /> <br />8981 <br /> <br />8981 <br />8981 <br /> <br />5232.3 <br /> <br />5230.3 <br />5229.8 <br /> <br />5233.2 <br /> <br />5230.5 <br />5231 .2 <br /> <br />555 <br /> <br />437 <br />463 <br /> <br />4.0 <br /> <br />8.2 <br />7.9 <br /> <br />436 <br /> <br />186 <br />432 <br /> <br />119 <br /> <br />115 <br />121 <br /> <br />555 <br /> <br />301 <br />553 <br /> <br />4.0 <br /> <br />7.3 <br />7.9 <br /> <br />5233.2 <br /> <br />5231 <br />5231 <br /> <br />.0 <br />.2 <br /> <br />436 <br /> <br />91 <br />432 <br /> <br />119 <br /> <br />115 <br />121 <br /> <br />555 <br /> <br />206 <br />553 <br /> <br />4.0 <br /> <br />7.3 <br />7.7 <br /> <br />5233.2 <br /> <br />5231 <br />5231 <br /> <br />.5 <br />.2 <br /> <br />I <br /> <br />,I <br /> <br />Fischer Ditch <br />Diversion <br /> <br />89 <br />90 <br />91 <br />91.5 <br />91.8 <br />91.85 <br /> <br />278+04 <br />281+13 <br />284+15 <br />285+86 <br />286+60 <br />286+60 <br /> <br />5210.0 <br />5214.0 <br />5216.0 <br />5216.0 <br />5217.0 <br /> <br />6761 <br />6761 <br />6761 <br />6761 <br />6761 <br /> <br />8981 <br />8981 <br />8981 <br />8981 <br />8981 <br /> <br />5217.2 <br />5219.4 <br />5224.4 <br />5226.7 <br />5227.4 <br /> <br />5222.5 <br />5222.3 <br />5225.5 <br />5227.8 <br />5228.9 <br /> <br />395 <br />181 <br />172 <br />115 <br />191 <br /> <br />4.9 <br />8.6 <br />10.9 <br />8.1 <br />4.1 <br /> <br />190 <br />117 <br />101 <br />59 <br />77 <br /> <br />205 <br />64 <br />168 <br />56 <br />114 <br /> <br />395 <br />181 <br />269 <br />115 <br />191 <br /> <br />4.8 <br />8.2 <br />0.8 <br />8.1 <br />4.1 <br /> <br />5222.7 <br />5222.6 <br />5225.5 <br />5227.8 <br />5228.9 <br /> <br />190 <br />117 <br />101 <br />59 <br />77 <br /> <br />205 <br />64 <br />168 <br />56 <br />114 <br /> <br />395 <br />181 <br />269 <br />115 <br />191 <br /> <br />4.8 <br />8.2 <br />10.8 <br />8.1 <br />4.1 <br /> <br />5222.7 <br />5222.6 <br />5225.5 <br />5227.8 <br />5228.9 <br /> <br />-I <br /> <br />I <br /> <br />East <br />1-76 <br /> <br />Crossing of <br /> <br />83 <br />84 <br />85 <br />86 <br />87 <br />88 <br /> <br />260+67 <br />263+97 <br />267+20 <br />271+98 <br />273+69 <br />274+49 <br /> <br />5202.0 <br />5204.0 <br />5204.0 <br />5206.0 <br />5206.0 <br /> <br />8450 20590 <br />8450 20590 <br />8450 20590 <br />8450 20590 <br />6761 8981 <br /> <br />5214.1 <br />5214.3 <br />5213.9 <br />5215.6 <br />5216.0 <br /> <br />5220.8 <br />5221 .2 <br />5221.1 <br />5221 .4 <br />5222.3 <br /> <br />1188 <br />1434 <br />1284 <br />1539 <br />485 <br /> <br />3.0 <br />2.5 <br />3.4 <br />4.4 <br />3.6 <br /> <br />237 <br />315 <br />848 <br />13103 <br />290 <br /> <br />188 <br />163 <br />59 <br />437 <br />195 <br /> <br />425 <br />478 <br />907 <br />1747 <br />485 <br /> <br />3.8 <br />3.5 <br />4.0 <br />4.5 <br />3.8 <br /> <br />5220.9 <br />5221.3 <br />5221.2 <br />5221 .7 <br />5222.5 <br /> <br />237 <br />315 <br />848 <br />13103 <br />290 <br /> <br />188 <br />163 <br />59 <br />437 <br />195 <br /> <br />425 <br />478 <br />907 <br />1747 <br />485 <br /> <br />3.8 <br />3.5 <br />4.0 <br />4.4 <br />3.8 <br /> <br />5221.0 <br />5221.3 <br />5221.2 <br />5221. 7 <br />5222.6 <br /> <br />Flow Diversion <br />(right) <br /> <br />I <br /> <br />I <br /> <br />Rio Grande RR <br /> <br />I <br /> <br />Federal Blvd <br /> <br />77.4 <br />77.5 <br />78 <br />78.5 <br />79 <br />80 <br />81 <br />81.5 <br />82 <br />82.15 <br /> <br />244+48 <br />244+82 <br />246+51 <br />246+63 <br />247+75 <br />251+17 <br />255+32 <br />256+21 <br />256+64 <br />260+57 <br /> <br />5200.0 <br /> <br />5198.0 <br />5198.8 <br />5200.0 <br /> <br />8450 <br /> <br />8450 <br />8450 <br />8450 <br /> <br />16918 <br /> <br />16918 <br />16918 <br />16918 <br /> <br />5211 <br /> <br />5210.0 <br />5210.4 <br />5210.3 <br /> <br />.7 <br /> <br />5218.6 <br /> <br />5216.9 <br />5217.3 <br />5216.9 <br /> <br />1200 <br /> <br />1848 <br />604 <br />1176 <br /> <br />7.4 <br /> <br />3.8 <br />4.9 <br />9.7 <br /> <br />170 <br /> <br />109 <br />86 <br />106 <br /> <br />76 <br /> <br />121 <br />154 <br />63 <br /> <br />246 <br /> <br />230 <br />240 <br />169 <br /> <br />7.2 <br /> <br />5.6 <br />5.1 <br />9.2 <br /> <br />5218.9 <br /> <br />5217.3 <br />5217.7 <br />5217.4 <br /> <br />170 <br /> <br />109 <br />86 <br />106 <br /> <br />76 <br /> <br />121 <br />154 <br />63 <br /> <br />246 <br /> <br />230 <br />240 <br />169 <br /> <br />7.1 <br /> <br />5.6 <br />5.1 <br />9.2 <br /> <br />5219.0 <br /> <br />5217.3 <br />5217.7 <br />5217.4 <br /> <br />5196.0 <br />5196.0 <br />5196.0 <br /> <br />8450 20590 <br />8450 16918 <br />8450 16918 <br /> <br />5208.7 <br />5208.9 <br />5209.7 <br /> <br />5213.0 <br />5215.4 <br />5215.4 <br /> <br />1681 <br />1967 <br />1931 <br /> <br />5.8 <br />2.9 <br />4.5 <br /> <br />743 <br />757 <br />710 <br /> <br />277 <br />246 <br />157 <br /> <br />1020 <br />1003 <br />867 <br /> <br />6.0 <br />3.1 <br />4.7 <br /> <br />5212.9 <br />5215.3 <br />5215.4 <br /> <br />743 <br />757 <br />410 <br /> <br />277 <br />246 <br />157 <br /> <br />1020 <br />1003 <br />567 <br /> <br />6.0 <br />3.1 <br />5.4 <br /> <br />5212.9 <br />5215.3 <br />5215.4 <br /> <br />1 <br /> <br />Clear Creek Main Reach <br />(cont'd) <br /> <br />I <br /> <br />77 <br /> <br />(ft) <br />243+13 <br /> <br />(ft2 <br />5196.0 <br /> <br />10-yr <br />(cfs) <br />8450 <br /> <br />100-yr <br />(cfs) <br />20590 <br /> <br />10-yr <br />J!!L <br />5205.4 <br /> <br />1 OO-yr <br />J!!L <br />5213.0 <br /> <br />(ft) <br />1831 <br /> <br />Ave. <br />Vel. <br />(ft/s) <br />3.8 <br /> <br />FW <br />Width <br />Left2 <br />(ftL <br />813 <br /> <br />FW Width <br />R!9.!!L <br />(ft)_ <br />381 <br /> <br />FW Width Ave. <br />Total Vel. <br />(ft) (ft/s) <br />1194 3.9 <br /> <br />Floodway <br />Elev. <br />Q!L <br />5212.9 <br /> <br />(ft) <br /> <br />813 <br /> <br />FW Width <br />R!9.!!L <br />(ft) _ <br />380 <br /> <br />(ft~ <br />1193 <br /> <br />(ft/sl <br />3.9 <br /> <br />Floodway <br />Elev. <br />(ft) <br />5212.9 <br /> <br />Width1 <br /> <br />FW Width <br />Left2 <br /> <br />FW Width <br />Total <br /> <br />Ave. <br />Vel. <br /> <br />I <br /> <br />Ref Location <br /> <br />Reach <br /> <br />Cross <br />Section <br />Ref. Pt. <br /> <br />River <br />Station <br />in feet <br /> <br />Thalweg Elev. <br />in feet <br /> <br />Peak <br />Discharge <br /> <br />Water Surface <br />Elevation <br /> <br />100- Yr <br />Floodplain <br />Data <br /> <br />100- Yr Floodway (FW) Data <br />(0.5 ft rise in WSEL) <br /> <br />100-Yr Floodway (FW) Data <br />(1.0 ft rise in WSEL) <br /> <br />I <br /> <br />I <br /> <br />Table 1 <br /> <br />Floodplain and Floodway Data Table for <br /> <br />Clear Creek Main Reach - Cont'd <br />