FLOOD10377 (3) - Laserfiche WebLink

Home Browse Search

RCIOOQ06.0H2 SPLIT FLOW CARDS INSERTED FROM THE EFFECTIVE UPPER Q 100-, 50- AND 10-YEAR FLOODPLAIN MODEL (UPPERQ.DAT) FROM THE ORIGINAL 1994 FEMA STUDY. ************************************************************************ BEGIN MODIFICATIONS BY ACE IN MARCH 2006 FOR THE OXBOW LEVEE PROJECT LOMR, ************************************************************************ DUE TO THE CONSTRUCTION OF THE OXBOW LEVEE, THE SPLIT FLOW CARDS FOR THE LINCOLN FLOW SPLIT WERE "COMMENTED OUT" FROM THE MODEL. ALL FLOW PREVIOUSLY LEAVING THE MAIN CHANNEL THROUGH THE LINCOLN FLOW SPLIT WILL NOW REMAIN IN THE MAIN CHANNEL. ************************************************************************ JC ~ 100 TW SPILL TO LEFT BANK ABOVE LINCOLN AVENUE, 227437-228117 WS 16 227437 228117 223617 3.0 WC 0 4955 10 4954 60 4951 90 4950.6 125 4950.6 WC 175 4950.4 250 4951 260 4951 3254950,5365 4951 09MAR06 16:05:36 WC 470 4951,2 515 4951 585 4950,6 615 4950,6 650 4950,8 WC 680 4950.8 TW SPILL TO LEFT BANK ABOVE LINCOLN AVENUE, 228117-228637 WC 11 228117 228637 223617 3.0 WC 0 4950,8 80 4950.7 100 4951 165 4952 210 4953 WC 290 4954 405 4955 450 4956 520 4957 590 4958 WC 600 4959 ************************************************************************ o 9MAR 0 6 16:05:36 THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 i ~ I ;;:;;;~ * ;~;;; * ;~;;~~; * ;~~~~;;~;; * ;;~; *;:~;; * ~;;~ *;; *;; * ;;;;~;;; * ~~;;; *1* * * * Q 100-, 50-, AND 10-YEAR FLOODPLAIN MODEL (LOWQ99.DAT) FROM THE 1999 TIMBERLINE ROAD LOMR AND WERE OBTAINED FROM THE 1993 LARIMER COUNTY II FI S RESTUDY. **************************************************************************~*** T1REVISED (1988) DISCHARGES RUN IN MODIFIED MODEL I T2EXTENSION TO POUDRE RIVER FLOOD INSURANCE STUDY I T 3CACHE LA POUDRE RIVER 10 YEAR EVENT i I QI I J1 INQ NINV IDIR STRT METRIC HVINS ICHECK J2 IPLOT PRFVS XSECV XSECH FN ALLDC NPROF -1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 26 1 43 13 o 14 150 15 53 J5 LPRNT NUMSEC ********REQUESTED SECTION NUMBERS***~**** -10 37 218012 222452 229477 231007 50-YR 100-YR 218017 223617 229757 231022 218990 224597 229997 232222 219777 226167 230017 232227 220627 227397 230193 233367 10-YR QT 3 6750 13200 17400 NC 0.067 0.062 0.035 0.3 0.5 OLD SECTION 191413 Xl 192488 18.00 6080.00 6232,00 .00 GR 4879.0 5000.0 4878.0 5030.0 4854.0 GR 4851. 5 5840,0 4852,0 6080.0 4842.9 GR 4852,0 6255,0 4854,0 6260. 0 4856.0 GR 4857,1 7930.0 4858.0 8070.0 4860. NC O. O. O. 0,3 0.5 OLD SECTION 191463 Xl 192538 ,00 ,00 .00 50.00 HORSE TOOTH ROAD - BRIDGE REMOVED- OLD SEC. 191481 .00 ,00 5070.0 4852.0 6155.0 4844.5 6435.0 4856.2 8725, I 0.0 I I I 50.00 50,00 o 9MARO 6 16:05:36 Xl 192556 .00 OLD SEC. 191531 .00 .00 18.00 18,00 Xl 192606 .00 .00 ,00 50.00 50.00 NC QT 0.035 13200 0.3 17400 0,5 Page 4 of 49 54 I I IB~ I I I I I I ! .. .-.1.. 221637 227437 [ 230355 : 234557 I I I I . PAGE PAGE -------- WSEL FQ 4852,95 . CHNIM I TRACE 27 221702 228117 230467 235947 222377 228637 230472 237147 0,067 0.062 3 6750 OLD SECTION 191800 Xl 192877 15.00 5130.00 5281"00 265,00 276.00 271.00 .00 .00 P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Modelk\Revised Models\RClOOQ06.doc .00 5110.0 6195,0 7000.0 0.0 .00 ; I 18.00 I ,00 50.00 I I I .00 28 228687 230817 237497 .00 4852.0 4848,9 4857.6 0.0 50 229322 230897 .00 5650.0 6232,0 7370.0 0.0 .00 ,00 PAGE .00 .00 .00 ,00 .00 . Created on 3/9/2006 4:06 PM