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<br />92/02/05. <br /> <br />10.01. 27. <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />DEPTH <br />OLOB <br />VLOB <br />XLOBL <br /> <br />CWSEL <br />OCH <br />VCH <br />XLCH <br /> <br />*PROF 1 <br /> <br />.300 <br /> <br />CRIWS <br />OROB <br />VROB <br />XLOBR <br /> <br />WSELK <br />ALOB <br />XNL <br />ITR I AL <br /> <br />EG <br />ACH <br />XNCH <br />IOC <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWIO <br /> <br />CCHV= .100 CEHV= <br />'SECNO 20.000 <br />3720 CRITICAL DEPTH ASSUMED <br />THE PURPOSE OF THIS STUDY IS TO COMPUTE FLOOD ELEVATIONS FOR BOXELDER CK <br />OVERFLOW CHANNEL BETWEEN CO RO 50 (1 MILE S OF BUDWEISER BREWERY) AND <br />REENTRY POINT OF O.F. CHANNEL TO MAIN CHANNEL (SHORT DISTANCE S OF HWY <br />14 E OF FT COLLINS.> THE a.F. CHANNEL RUNS ALONG THE E SIDE OF 1-25. THE <br />SOIL CONSERVATION SERVICE (SCS) HAD STUDIED THE MAIN & O.F. CHANNELS N <br />OF CO RO 50. SIMONS, LI. & ASSOCIATES. INC.(SLA) HAD STUDIED ONLY THE <br />MAIN CHANNEL S OF CO RO 5Q. THIS STUDY WILL ALSO REDO THE MAIN CHANNEL <br />(WITH ONLY ONE LOW DISCHARGE) PORTION IN THE STUDY REACH. <br />SPECIFICALLY, THE PURPOSE OF THIS STUDY IS TO CONNECT SLA'S CRITERIA <br />(THEIR DISCHARGES & ELEVATIONS OF THE MAIN CHANNEL AT THE REENTRY POINT) <br />WITH SCS'S STARTING CRITERIA (ELEVATIONS & DISCHARGES) AT CO RO 50. <br />THIS ALSO INCLUDES SEVERAL SPLITTING, COMBINING, & LOSSES OF DISCHARGES <br />BECAUSE Of ARTIFICIAL BARRIERS & FLOWWAYS. <br />THE SLA STUDY ORIENTATED ALL OF THEIR SECTIONS LEFT TO RIGHT WHILE <br />LOOKING UPSTREAM. THIS STUDY MAINTAINS THAT ORIENTATION. <br />X$'$ 20 & 21 (PART OF SLA STUDY) ARE IN THE MAIN CHANNEL & ARE KEPT THAT <br />WAY FOR THIS STUDY. THE O.F. CHANNEL Q ENTERS THE MAIN CHANNEL BETWEEN <br />XS'S 21 & 23. <br />DISCHARGES AT THIS POINT ARE RESULT OF LOSSES FROM ROUTINGS FROM CO RO 5 <br />TO THIS POINT. STARTING RATING RELATING ELEVS. & QT'S WAS DERIVED FROM <br />SLA OUTPUT DATA. <br />20.00 1.72 4914.72 <br />367. 15. 317. <br />0.00 3.08 5.41 <br />.020611 O. O. <br /> <br />1490 NH CARD USED <br />'SECNO 21.000 <br />21.00 <br />367. <br />.03 <br />.002276 <br /> <br />4916.12 <br />284. <br />2.14 <br />200. <br /> <br />1. 62 <br />40. <br />.98 <br />250. <br /> <br />4914.72 <br />35. <br />3.09 <br />O. <br /> <br />0.00 <br />43. <br />.98 <br />140. <br /> <br />1490 NH CARD USED <br />'SECNO 23.000 <br />3685 20 TRIALS ATTEMPTED WSEL,CWSEL <br /> <br />4914.70 <br />5. <br />.035 <br />o <br /> <br />0.00 <br />41. <br />.050 <br />6 <br /> <br />4915.13 <br />59. <br />.045 <br />4 <br /> <br />4916.18 <br />133. <br />.040 <br />o <br /> <br />.41 <br />11. <br />.035 <br />o <br /> <br />.06 <br />43. <br />.050 <br />o <br /> <br />0.00 <br />o. <br />0.000 <br />0.00 <br /> <br />1. 01 <br />1. <br />0.000 <br />0.00 <br /> <br />0.00 <br />O. <br />4913.00 <br />92.72 <br /> <br />.04 <br />1. <br />4914.50 <br />246.61 <br /> <br />PAGE <br /> <br />7 <br /> <br />8ANK ELEV <br />LEFT /RIGHT <br />SSTA <br />ENOST <br /> <br />4914.00 <br />4914.00 <br />1061.66 <br />1154.37 <br /> <br />4915.10 <br />4915.10 <br />1129.13 <br />1375.75 <br />