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urnett <br />O/ISU~tIf1J T <br />fKJIf1E¢f5 0 <br />pa. 6ax 121 <br />mwdrry, m e0434 <br />(970)723-4061 <br />B~rriettBCE@ml.com <br />CLIENT: City of Greeley <br />PROJECT: North Eagleview DATE: 7/16/03 <br />PROJECT NO.: 02.08 BY: TEB <br />PROJECT MODEL RESULTS: <br />Hydrogroph output from Ditch model at Node #177, Link L19 <br />for input to Project model "gev3-100.xp" at Node #3-177 <br />88 cfs w/ storm runoff <br />Hrs Hrs:Mins cfs <br />0.0 0 0 <br />0.5 0:30 0 <br />0.9 0:54 200 <br />1.0 1:00 207 <br />1.7 1:42 150 <br />2.0 2:00 132 <br />3.0 3:00 100 <br />3.5 3:30 93 <br />5.0 5:00 88 <br />12.0 12:00 88 <br />173 cfs wfth storm runoff <br />Hrs Hrs:Mins cfs <br />0.0 0 0 <br />0.5 0:30 0 <br />0.8 0:48 175 <br />1.2 1:12 225 <br />1.5 1:30 233 <br />2.5 2:30 190 <br />3.3 3:18 178 <br />5.0 5:00 173 <br />12.0 12:00 173 <br />Fix Model °gev3-IOO.xp" #3 Ditch channels to match Ditch Model °gevD#3xp" <br />Extend to #170 with free outfall using Yn <br />Model to Ditch X5#170 to stabilize downstream backflaw effects <br />Input above hydrogrophs at Node #3-177 for each condition <br />For no storm runoff change to fixed ircigation flows of 88 or 173 cfs <br />"gev3-IOO.xp" (Channel model) <br />88 cfs, no storm runoff #176 <br />80' Side Weir Q dnstrm HWL <br />CBC Elev HWL cfs cfs elev <br />3x6 ::. 4690 4689.82 !1 .87 4689.03; <br />For Future irrigation fbw = 173 efs <br />Chonge input hydrogroph at #177 <br />Chonge weir crest elev to 4690.95 <br />Chonge CBC size to 3' x 12' <br />173 cfs ra storm runoff #t76 <br />80' Side Weir Q dnstrm HWL <br />CBC Elev HWL cfs cfs elev <br />... <br />3xi2 '~- 4691 19691.01 ~-.2 ;70 39690.3:' <br />88 efs w/ storm ruraff #176 <br />BO' Side Weir Q dnstrm HWL <br />HWL cfs cfs elev <br />469055 80 :119 468935[ <br />173 cfs with storm ruraff #176 <br />80' Side Weir Q dnstrm HWL <br />HWL cfs cfs elev <br />4691.29 39 ;144 469p:46.- <br />gevCBCs.xls Page 4 of 6 <br />