Plan Title=Existing Plan Version=Version 3.0.1 Mar 2001 Short Identifier=ExistingPlan Simulation Date=,,, Geom File=d:\Drainage Temp\HecTemp\ExistFW.g03 Flow File=d:\Drainage Temp\HecTemp\ExistFW.f01 Subcritical Flow K Sum by GR= 0 Std Step Tol= 0.01 Critical Tol= 0.01 Num of Std Step Trials= 20 Max Error Tol= 0.3 Flow Tol Ratio= 0.001 Split Flow NTrial= 30 Split Flow Tol= 0.02 Split Flow Ratio= 0.02 Log Output Level= 0 Friction Slope Method= 1 Unsteady Friction Slope Method= 2 Parabolic Critical Depth Global Vel Dist= 0 , 0 , 0 Global Log Level= 0 CheckData=True Encroach Param=-1 ,0,0, 2 Encroach River=Monument Creek Encroach Reach=Reach 1 Encroach Node=34088 5 .1 .11 Encroach Node=33783 4 .2 Encroach Node=33773 4 .2 Encroach Node=33663 4 .2 Encroach Node=33206 4 .2 Encroach Node=32778 4 .2 Encroach Node=32000 4 .2 Encroach Node=31995 4 .2 Encroach Node=31849 4 .2 Encroach Node=31499 4 .2 Encroach Node=31153 4 .2 Encroach Node=31122 4 .35 Encroach Node=30584 4 .35 Encroach River=Fountain Creek Encroach Reach=Reach 1 Encroach Node=261444 5 .1 Encroach Node=261370 5 .23 .24 Encroach Node=261297 4 .5 Encroach Node=261129 4 1 Encroach Node=260984 4 1 Encroach Node=260814 4 1.2 Encroach Node=260599 4 .3 Encroach Node=260539 4 .3 Encroach Node=260350 4 .3 Encroach Node=260344 4 .3 Encroach Node=260318 4 .3 Encroach Node=260293 4 .3 Encroach Node=260287 4 .3 Encroach Reach=Reach 2 Encroach Node=260020 5 .4 1.1 Encroach Node=259964 5 .3 .33 Encroach Node=259908 5 .3 .33 Encroach Node=259862 5 .4 1.1 Encroach Node=258790 5 .4 1.1 Encroach Reach=Reach 3 Encroach Node=257628 4 .29 Encroach Node=257222 4 .29 Encroach Node=256509 4 .29 Encroach Node=255782 4 .29 Encroach Node=255054 4 .29 Encroach Node=254354 4 .35 Encroach Node=253817 4 .29 Encroach Node=253770 4 .29 Encroach Node=253722 4 .29 Encroach Node=253472 4 .29 Encroach Reach=Reach 4 Encroach Node=253223 4 .13 Encroach Node=253175 4 .13 Encroach Node=253126 4 .13 Encroach Node=253026 4 .13 Encroach Node=252366 4 .13 Encroach Node=251716 4 .13 Encroach Node=251088 4 .13 Encroach Node=250476 5 .22 Encroach Node=249835 4 .13 Encroach Node=249224 4 .13 Encroach Node=248477 4 .13 Encroach Node=248037 4 .2 Encroach Node=246929 4 .13 Encroach Node=246860 4 .13 Encroach Node=246794 4 .13 Encroach Node=246292 4 .13 Encroach River=Bear Creek Encroach Reach=Reach 1 Encroach Node=21079 5 .1 .12 Encroach Node=21029 4 .25 Encroach Node=20816 5 .1 .11 Encroach Node=20787 4 .25 Encroach Node=20739 4 .25 Encroach Node=20623 5 .3 .5 Encroach Node=20585 5 .3 .5 Encroach Node=20555 5 .05 Encroach Node=20500 5 .3 .33 Encroach Node=20436 5 .3 .33 Encroach Node=20411 5 .2 .2 Encroach Node=20390 5 .2 .2 Encroach Node=20261 5 .2 .2 Encroach Node=20190 5 .2 .2 Encroach Node=20119 5 .2 .2 Encroach River=Cheyenne Creek Encroach Reach=Reach 1 Encroach Node=10970 4 .2 Encroach Node=10862 4 .2 Encroach Node=10858 4 .2 Encroach Node=10808 4 .2 Encroach Node=10591 4 .2 Encroach Node=10531 4 .2 Encroach Node=10478 4 .2 Encroach Node=10348 4 .2 Encroach Node=10343 4 .2 Encroach Node=10174 4 .2 Computation Interval=1HOUR Output Interval=1HOUR Run HTab= 0 Run UNet= 0 Run PostProcess= 0 UNET Theta= 1 UNET ZTol= 0.02 UNET ZSATol= 0.1 UNET MxIter= 20 UNET MaxInSteps= 20 UNET DtIC= 0 UNET DtMin= 0 UNET MaxCRTS= 20 UNET WFStab= 2 UNET SFStab= 1 UNET WFX= 1 UNET SFX= 1 UNET Convert EG Bridges=-1 UNET Use Existing IB Tables=-1 Instantaneous Interval=1HOUR Write IC File= 0 IC Time= Write Velocity= 0 Write Detailed= 0