Plan Title=LR_61yr_test_v2.9 Program Version=5.03 Short Identifier=LR_61yr_test_V2.9 Simulation Date=01JAN1900,0100,04MAY1933,1900 Geom File=g10 Flow File=u01 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 Unsteady Bridges Friction Slope Method= 1 Calc Critical at every XS Parabolic Critical Depth Global Vel Dist= 0 , 0 , 0 Global Log Level= 0 CheckData=True Encroach Param=-1 ,0,0, 0 Optimized Junction=FA104_US Optimized Junction=RM47_US Optimized Junction=RM67_US Optimized Junction=TK_SPLIT_US BEGIN DESCRIPTION: This plan is meant to be used for testing the calibrated LR RAS model END DESCRIPTION: Computation Interval=3MIN Output Interval=1HOUR Instantaneous Interval=1DAY Mapping Interval=1HOUR Run HTab= 1 Run UNet= 1 Run Sediment= 0 Run PostProcess= 1 Run WQNet= 0 Run RASMapper= 0 UNET Theta= 1 UNET Theta Warmup= 1 UNET ZTol= 0.02 UNET ZSATol= 0.02 UNET QTol= UNET MxIter= 40 UNET Max Iter WO Improvement= 0 UNET MaxInSteps= 10000 UNET DtIC= 0.01 UNET DtMin= 0.01 UNET MaxCRTS= 100 UNET WFStab= 2 UNET SFStab= 1 UNET WFX= 3 UNET SFX= 1 UNET DSS MLevel= 4 UNET Pardiso=0 UNET DZMax Abort= 1 UNET Use Existing IB Tables=-1 UNET Froude Reduction=False UNET Froude Limit= 0.8 UNET Froude Power= 4 UNET Time Slicing=0,0, 5 UNET D1 Cores= 0 UNET D2 Coriolis=0 UNET D2 Cores= 0 UNET D2 Theta= 1 UNET D2 Theta Warmup= 1 UNET D2 Z Tol= 0.01 UNET D2 Volume Tol= 0.01 UNET D2 Max Iterations= 20 UNET D2 Equation= 0 UNET D2 TotalICTime= UNET D2 RampUpFraction=0.5 UNET D2 TimeSlices= 1 UNET D2 Eddy Viscosity= UNET D2 BCVolumeCheck=0 UNET D2 Latitude= UNET D1D2 MaxIter= 0 UNET D1D2 ZTol=0.01 UNET D1D2 QTol=0.1 UNET D1D2 MinQTol=1 DSS File=.\Results\LR_61-YR.dss Write IC File= 0 Write IC File at Fixed DateTime=0 IC Time=,, Write IC File Reoccurance= Write IC File at Sim End=0 Echo Input=False Echo Parameters=False Echo Output=False Write Detailed= 0 HDF Write Warmup=0 HDF Write Time Slices=0 HDF Flush=0 HDF Face Node Velocities=0 HDF Compression= 1 HDF Chunk Size= 1 HDF Spatial Parts= 1 HDF Use Max Rows=0 HDF Fixed Rows= 1 Stage Flow Hydrograph=Susitna ,RM107 ,107.1 Stage Flow Hydrograph=Susitna ,RM107 ,106.6 Stage Flow Hydrograph=Susitna ,RM107 ,106.1 Stage Flow Hydrograph=Susitna ,RM107 ,105.601 Stage Flow Hydrograph=Susitna ,FA104_Split ,105.3 Stage Flow Hydrograph=Susitna ,FA104_Split ,104.901 Stage Flow Hydrograph=Susitna ,FA104 ,105.3 Stage Flow Hydrograph=Susitna ,FA104 ,104.901 Stage Flow Hydrograph=Susitna ,Below_FA104 ,104.7 Stage Flow Hydrograph=Susitna ,Below_FA104 ,104.1 Stage Flow Hydrograph=Susitna ,Below_FA104 ,103.5 Stage Flow Hydrograph=Susitna ,Below_FA104 ,102.7 Stage Flow Hydrograph=Susitna ,Below_FA104 ,102.1 Stage Flow Hydrograph=Susitna ,Below_FA104 ,101.4 Stage Flow Hydrograph=Susitna ,Below_FA104 ,100.7 Stage Flow Hydrograph=Susitna ,Below_FA104 ,99.9 Stage Flow Hydrograph=Susitna ,Below_FA104 ,99.150* Stage Flow Hydrograph=Susitna ,Below_FA104 ,98.4 Stage Flow Hydrograph=Susitna ,Below_FA104 ,97.700* Stage Flow Hydrograph=Susitna ,Below_FA104 ,97 Stage Flow Hydrograph=Susitna ,Below_FA104 ,96.2 Stage Flow Hydrograph=Susitna ,Below_FA104 ,95.500* Stage Flow Hydrograph=Susitna ,Below_FA104 ,94.8 Stage Flow Hydrograph=Susitna ,Below_FA104 ,94 Stage Flow Hydrograph=Susitna ,Below_FA104 ,93.2 Stage Flow Hydrograph=Susitna ,Below_FA104 ,92.3 Stage Flow Hydrograph=Susitna ,Below_FA104 ,91.6 Stage Flow Hydrograph=Susitna ,Below_FA104 ,91 Stage Flow Hydrograph=Susitna ,Below_FA104 ,90.2 Stage Flow Hydrograph=Susitna ,Below_FA104 ,89.5 Stage Flow Hydrograph=Susitna ,Below_FA104 ,88.950* Stage Flow Hydrograph=Susitna ,Below_FA104 ,88.4 Stage Flow Hydrograph=Susitna ,Below_FA104 ,88 Stage Flow Hydrograph=Susitna ,Below_FA104 ,87.6 Stage Flow Hydrograph=Susitna ,Below_FA104 ,87.1 Stage Flow Hydrograph=Susitna ,Below_FA104 ,86.3 Stage Flow Hydrograph=Susitna ,Below_FA104 ,85.4 Stage Flow Hydrograph=Susitna ,Below_FA104 ,84.4 Stage Flow Hydrograph=Susitna ,Below_FA104 ,83.700* Stage Flow Hydrograph=Susitna ,Below_FA104 ,83.0 Stage Flow Hydrograph=Susitna ,Below_FA104 ,82.3 Stage Flow Hydrograph=Susitna ,Below_FA104 ,81.4 Stage Flow Hydrograph=Susitna ,Below_FA104 ,80.7 Stage Flow Hydrograph=Susitna ,Below_FA104 ,80 Stage Flow Hydrograph=Susitna ,Below_FA104 ,79 Stage Flow Hydrograph=Susitna ,Below_FA104 ,78 Stage Flow Hydrograph=Susitna ,Below_FA104 ,77 Stage Flow Hydrograph=Susitna ,Below_FA104 ,75.9 Stage Flow Hydrograph=Susitna ,Below_FA104 ,75 Stage Flow Hydrograph=Susitna ,Below_FA104 ,74.1 Stage Flow Hydrograph=Susitna ,RM67_Split ,73.1 Stage Flow Hydrograph=Susitna ,RM67_Split ,71 Stage Flow Hydrograph=Susitna ,RM67_Split ,69.2 Stage Flow Hydrograph=Susitna ,RM67_Split ,68.2 Stage Flow Hydrograph=Susitna ,RM67_Split ,67.2 Stage Flow Hydrograph=Susitna ,RM67_Split ,66.1 Stage Flow Hydrograph=Susitna ,RM67 ,73.1 Stage Flow Hydrograph=Susitna ,RM67 ,71 Stage Flow Hydrograph=Susitna ,RM67 ,69.2 Stage Flow Hydrograph=Susitna ,RM67 ,68.2 Stage Flow Hydrograph=Susitna ,RM67 ,67.2 Stage Flow Hydrograph=Susitna ,RM67 ,66.1 Stage Flow Hydrograph=Susitna ,Below_RM67 ,64.6 Stage Flow Hydrograph=Susitna ,Below_RM67 ,63.650* Stage Flow Hydrograph=Susitna ,Below_RM67 ,62.7 Stage Flow Hydrograph=Susitna ,Below_RM67 ,61.500* Stage Flow Hydrograph=Susitna ,Below_RM67 ,60.3 Stage Flow Hydrograph=Susitna ,Below_RM67 ,59.1 Stage Flow Hydrograph=Susitna ,Below_RM67 ,57.8 Stage Flow Hydrograph=Susitna ,Below_RM67 ,56.600* Stage Flow Hydrograph=Susitna ,Below_RM67 ,55.4 Stage Flow Hydrograph=Susitna ,RM47_Split ,54.2 Stage Flow Hydrograph=Susitna ,RM47_Split ,52.1 Stage Flow Hydrograph=Susitna ,RM47_Split ,49 Stage Flow Hydrograph=Susitna ,RM47_Split ,47.9 Stage Flow Hydrograph=Susitna ,RM47_Split ,47.1 Stage Flow Hydrograph=Susitna ,RM47 ,54.2 Stage Flow Hydrograph=Susitna ,RM47 ,52.1 Stage Flow Hydrograph=Susitna ,RM47 ,49 Stage Flow Hydrograph=Susitna ,RM47 ,47.9 Stage Flow Hydrograph=Susitna ,RM47 ,47.1 Stage Flow Hydrograph=Susitna ,Below_RM47 ,46.3 Stage Flow Hydrograph=Susitna ,Below_RM47 ,45.6 Stage Flow Hydrograph=Susitna ,Below_RM47 ,45.050* Stage Flow Hydrograph=Susitna ,Below_RM47 ,44.5 Stage Flow Hydrograph=Susitna ,Below_RM47 ,44.180* Stage Flow Hydrograph=Susitna ,Below_RM47 ,43.860* Stage Flow Hydrograph=Susitna ,Below_RM47 ,43.348* Stage Flow Hydrograph=Susitna ,Below_RM47 ,42.836* Stage Flow Hydrograph=Susitna ,Below_RM47 ,42.324* Stage Flow Hydrograph=Susitna ,Below_RM47 ,41.812* Stage Flow Hydrograph=Susitna ,Below_RM47 ,41.3 Stage Flow Hydrograph=Susitna ,Below_RM47 ,40.4 Stage Flow Hydrograph=Susitna ,Below_RM47 ,39.5 Stage Flow Hydrograph=Susitna ,Below_RM47 ,38.900* Stage Flow Hydrograph=Susitna ,Below_RM47 ,38.3 Stage Flow Hydrograph=Susitna ,Below_RM47 ,37.350* Stage Flow Hydrograph=Susitna ,Below_RM47 ,36.4 Stage Flow Hydrograph=Susitna ,Below_RM47 ,35.600* Stage Flow Hydrograph=Susitna ,Below_RM47 ,34.8 Stage Flow Hydrograph=Susitna ,Below_RM47 ,33.7 Stage Flow Hydrograph=Susitna ,Below_RM47 ,33.050* Stage Flow Hydrograph=Susitna ,Below_RM47 ,32.4 Stage Flow Hydrograph=Susitna ,Below_RM47 ,31.6 Stage Flow Hydrograph=Susitna ,Below_RM47 ,31.200* Stage Flow Hydrograph=Susitna ,Below_RM47 ,30.8 Stage Flow Hydrograph=Susitna ,Below_RM47 ,29.9 Stage Flow Hydrograph=Susitna ,Below_RM47 ,29.4 Stage Flow Hydrograph=Susitna ,Below_RM47 ,28.9 Stage Flow Hydrograph=Susitna ,Below_RM47 ,28.4 Stage Flow Hydrograph=Susitna ,Below_RM47 ,27.9 Stage Flow Hydrograph=Susitna ,Below_RM47 ,27.4 Stage Flow Hydrograph=Susitna ,Below_RM47 ,26.9 Stage Flow Hydrograph=Susitna ,Below_RM47 ,26.4 Stage Flow Hydrograph=Susitna ,Below_RM47 ,25.9 Stage Flow Hydrograph=Susitna ,Below_RM47 ,25.4 Stage Flow Hydrograph=Susitna ,Below_RM47 ,24.9 Calibration Method= 0 Calibration Iterations= 20 Calibration Max Change=0.05 Calibration Tolerance=0.2 Calibration Maximum=1.5 Calibration Minimum=0.5 Calibration Optimization Method= 1 Calibration Window=,,, WQ AD Non Conservative WQ ULTIMATE=-1 WQ Max Comp Step=1HOUR WQ Output Interval=15MIN WQ Output Selected Increments= 0 WQ Output face flow=0 WQ Output face velocity=0 WQ Output face area=0 WQ Output face dispersion=0 WQ Output cell volume=0 WQ Output cell surface area=0 WQ Output cell continuity=0 WQ Output cumulative cell continuity=0 WQ Output face conc=0 WQ Output face dconc_dx=0 WQ Output face courant=0 WQ Output face peclet=0 WQ Output face adv mass=0 WQ Output face disp mass=0 WQ Output cell mass=0 WQ Output cell source sink temp=0 WQ Output nsm pathways=0 WQ Output nsm derived pathways=0 WQ Output MaxMinRange=-1 WQ Daily Max Min Mean=-1 WQ Daily Range=0 WQ Daily Time=0 WQ Create Restart=0 WQ Fixed Restart=0 WQ Restart Simtime= WQ Restart Date= WQ Restart Hour= WQ System Summary=0 WQ Write To DSS=0 WQ Use Fixed Temperature=0 WQ Fixed Temperature= Sorting and Armoring Iterations= 10 XS Update Threshold= 0.02 Bed Roughness Predictor= 0 Hydraulics Update Threshold= 0.02 Energy Slope Method= 1 Volume Change Method= 1 Sediment Retention Method= 0 XS Weighting Method= 0 Number of US Weighted Cross Sections= 1 Number of DS Weighted Cross Sections= 1 Upstream XS Weight=0 Main XS Weight=1 Downstream XS Weight=0 Number of DS XS's Weighted with US Boundary= 1 Upstream Boundary Weight= 1 Weight of XSs Associated with US Boundary= 0 Number of US XS's Weighted with DS Boundary= 1 Downstream Boundary Weight= 0.5 Weight of XSs Associated with DS Boundary= 0.5 Percentile Method= 0 Sediment Output Level= 4 Mass or Volume Output= 0 Output Increment Type= 1 Profile and TS Output Increment= 10 XS Output Flag= 0 XS Output Increment= 10 Write Gradation File= 0 Read Gradation Hotstart= 0 Gradation File Name= Write HDF5 File= 0 Write DSS Sediment File= 0 SV Curve= 0 Specific Gage Flag= 0