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<br />4.0 HVDiROLOGIC DATA. <br /> <br />The peak flood discharges used in this study were developed by the Omaha District for <br /> <br /> <br />the 1988 :ep0l1, "Hydrologic Analysis of the Cache La Poudre River Basin", which is <br /> <br /> <br />reproduc(:d in Appendix 1. The 1988 dischargcs were approved by the Colorado V-iater <br /> <br /> <br />Conservation Board for use in future studies on the river in Larimer and Weld Counties. A <br /> <br />su:nmary of the computed peak flood flows along the Cae he La Poudre River at selected <br />locations in Weld County are given in Table 1. <br />To provide for gradual changes in discharge between locations where the peak flood <br />discharges were computed, a lin~ar now proration bas(:d on the stream channel distance between <br />locations was used to adjust the discharges in the hydrauli.~ model. <br /> <br />TABLE 1 <br /> <br />( <br /> <br />Location and Drain <br />Station (squa <br />Mouth 1 <br />(0.0) <br />At Eaton Draw I <br />(36060) <br />Down~.tream of <br />:oalba ~k Creek* I <br />(47860) <br />Upstream of <br />:oalba ~k Creek* I <br />(47860) <br />DownBtream of <br />Law Ditch 1 <br />(11 0950) <br />Jpstream of Law 1 <br />Ditch (11 0950) <br /> <br />age Area <br />re miles) <br /> <br />10-y,car <br />(cfs) <br /> <br />50-year <br />(cfs) <br /> <br />890 <br /> <br />33]0 <br /> <br />7550 <br /> <br />--- ------ <br />100-year 500-year <br />(ds) (ds) <br />---- ----- <br />10600 22800 <br />--- ------ <br />10700 22700 <br /> <br />875 <br /> <br />3400 <br /> <br />7660 <br /> <br />810 <br /> <br />3900 8540 11800 24400 <br />-,----- _._----.- ------ <br />3870 8470 11700 24200 <br />--.-.--- ------- --- ------ <br />4620 9720 13200 26300 <br />---..--"--- -.----- ---- <br />4590 9640 13100 26100 <br /> <br />( <br /> <br />747 <br /> <br />707 <br /> <br />1 <br /> <br />662 <br /> <br />--- --,---- _._-- ------+ <br />'Coalban< Creek in 1988 Hydrology Report is shown on local maps as Graham Seep. <br /> <br />2 <br />