Plan Title=LR_WSE_Calibration_2013 Program Version=5.01 Short Identifier=LR_WSE_CAL_2013 Simulation Date=09JUN2013,0100,30SEP2013,2300 Geom File=g10 Flow File=u07 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 Parabolic Critical Depth Global Vel Dist= 0 , 0 , 0 Global Log Level= 0 CheckData=True Encroach Param=-1 ,0,0, 0 BEGIN DESCRIPTION: This plan uses USGS gage data at Chulitna, Talkeetna, and Yentna rivers and output from the calibrated MR RAS model (20150827) at PRM 107.1 as inflows. The Yentna gage had no data after 9/19/2013, so the last available discharge was set as a constant flow from that point until the end of the simulation. END DESCRIPTION: Computation Interval=15MIN Output Interval=15MIN Instantaneous Interval=1YEAR Mapping Interval=1HOUR Run HTab= 1 Run UNet= 1 Run Sediment= 0 Run PostProcess= 1 Run WQNet= 0 Run RASMapper= 0 UNET Theta= 0.9 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= 1000 UNET DtIC= 0.1 UNET DtMin= 0 UNET MaxCRTS= 20 UNET WFStab= 2 UNET SFStab= 1 UNET WFX= 1 UNET SFX= 1 UNET DSS MLevel= 4 UNET Pardiso=0 UNET DZMax Abort= 100 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 Junction Losses=0 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_WSE_Calibration_2013.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 ,106.9 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_CH ,102.1 Stage Flow Hydrograph=Susitna ,Below_CH ,101.4 Stage Flow Hydrograph=Susitna ,Below_TK ,100.7 Stage Flow Hydrograph=Susitna ,Below_TK ,99.9 Stage Flow Hydrograph=Susitna ,Below_TK ,98.4 Stage Flow Hydrograph=Susitna ,Below_TK ,97 Stage Flow Hydrograph=Susitna ,Below_TK ,96.2 Stage Flow Hydrograph=Susitna ,Below_TK ,95.3 Stage Flow Hydrograph=Susitna ,Below_TK ,94.8 Stage Flow Hydrograph=Susitna ,Below_TK ,94 Stage Flow Hydrograph=Susitna ,Below_TK ,93.2 Stage Flow Hydrograph=Susitna ,Below_TK ,92.3 Stage Flow Hydrograph=Susitna ,Below_TK ,91.6 Stage Flow Hydrograph=Susitna ,Below_TK ,91 Stage Flow Hydrograph=Susitna ,Below_TK ,90.2 Stage Flow Hydrograph=Susitna ,Below_TK ,89.5 Stage Flow Hydrograph=Susitna ,Below_TK ,88.4 Stage Flow Hydrograph=Susitna ,Below_TK ,88 Stage Flow Hydrograph=Susitna ,Below_TK ,87.6 Stage Flow Hydrograph=Susitna ,Below_TK ,87.1 Stage Flow Hydrograph=Susitna ,Below_TK ,86.3 Stage Flow Hydrograph=Susitna ,Below_TK ,85.4 Stage Flow Hydrograph=Susitna ,Below_TK ,84.4 Stage Flow Hydrograph=Susitna ,Below_TK ,83.0 Stage Flow Hydrograph=Susitna ,Below_TK ,82.3 Stage Flow Hydrograph=Susitna ,Below_TK ,81.4 Stage Flow Hydrograph=Susitna ,Below_TK ,80.7 Stage Flow Hydrograph=Susitna ,Below_TK ,80 Stage Flow Hydrograph=Susitna ,Below_TK ,79 Stage Flow Hydrograph=Susitna ,Below_TK ,78 Stage Flow Hydrograph=Susitna ,Below_TK ,77 Stage Flow Hydrograph=Susitna ,Below_TK ,75.9 Stage Flow Hydrograph=Susitna ,Below_TK ,75 Stage Flow Hydrograph=Susitna ,Below_TK ,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 ,62.7 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 ,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 ,44.5 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 ,38.3 Stage Flow Hydrograph=Susitna ,Below_RM47 ,36.4 Stage Flow Hydrograph=Susitna ,Below_RM47 ,34.8 Stage Flow Hydrograph=Susitna ,Below_RM47 ,33.7 Stage Flow Hydrograph=Susitna ,Below_RM47 ,32.4 Stage Flow Hydrograph=Susitna ,Below_RM47 ,31.6 Stage Flow Hydrograph=Susitna ,Below_RM47 ,30.8 Stage Flow Hydrograph=Susitna ,Below_RM47 ,29.9 Calibration Method= 0 Calibration Iterations= 8 Calibration Max Change=0.02 Calibration Tolerance=0.15 Calibration Maximum=2.5 Calibration Minimum=0.5 Calibration Optimization Method= 1 Calibration Window=09jun2013,0100,18sep2013,0100 Calibration Mann=Susitna ,RM107 ,107.1 ,105.601 ,0,Susitna ,RM107 ,107.1 Calibration Mann=Susitna ,Below_TK ,100.7 ,93.2 ,0,Susitna ,Below_TK ,98.4 Calibration Mann=Susitna ,Below_RM47 ,36.4 ,24.9 ,0,Susitna ,Below_RM47 ,29.9 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= 1 XS Output Flag= 0 XS Output Increment= 10 Write Gradation File= 0 Read Gradation Hotstart= 0 Gradation File Name= Write HDF5 File= 1 Write DSS Sediment File= 0 SV Curve= 0 Specific Gage Flag= 0