Model Status Update February 03, 2016
Agenda Land Surface Elevation Updates Baseflows Latest Model Results Model Calibration Status Water Supply Plan Model Scenarios Next Steps Public Input
Progress-to-Date Model construction and Initial calibration Water use geodatabase and withdrawals Return flow methodology and quantities Hydrologic boundary condition Land surface elevation update Baseflow Reviews
Major Reasons for Delay Land Surface Elevation Update Baseflow Improvements More Quality Assurance Checks
Land Surface Elevation Updates Three sets of data available for the entire model domain USGS National Elevation Dataset (NED) Used for initial model development NASA Shuttle Radar Topography Mission (SRTM) Considered but not used USGS 3D elevation Program (3DEP) Used for updating the model
USGS 3D Elevation Program Bare earth ground readings Supersedes NED derived from the highest quality DEMs available
Before Land Surface Elevation Update • Errors in elevation dataset led to erroneous simulated flooding in some areas
After Land Surface Elevation Update
River Package/Baseflows Estimated baseflows exceeding total flows Estimated stages vs Observed stages
Est 2001 Baseflow = 1124 cfs 2001 Total Obs flow = 750 cfs Dashed Green: Simulated Total Flow Solid Blue: Observed Total Flow 2001
Est 2001 Baseflow = 216 cfs 2001 Total Obs flow = 106 cfs Dashed Green: Simulated Total Flow Solid Blue: Observed Total Flow 2001
Est 2001 Baseflow = 149 cfs 2001 Total Obs flow = 70 cfs Dashed Green: Simulated Total Flow Solid Blue: Observed Total Flow 2001
River Package/Baseflow Updates Baseflow Update Post-processing Ratio approach Hydrograph Separation Update with observed river stages Mostly Georgia rivers
Latest Model Results
SAS Water Levels
UFA Water Levels
LFA Water Levels
Vertical WL Differences
Springs
Baseflows
Calibration Statistics Statistical Criterion Proposed Target Percent 2001 2009 Both -5 feet < Mean Residual < 5 feet 80% 76% 78% 80% -2.5 feet < Mean Residual < 2.5 feet 50% 46% 52% 54% Mean Absolute Residual < 5 feet 80% 80% Mean Absolute Residual < 2.5 feet 50% 50% Root Mean Square of Errors < 5 feet 80% 79%
Water Supply Plan Scenarios 2009 reference year Projected water use Pumps-off
Model Status HSPF Models Calibration of models with ag and non-ag irrigation, RIBS, spray fields, golf courses, and septic field seepage completed Groundwater Model Updates and Refinement in progress
Next Steps PEST Calibration (2001 and 2009) Technical Team Review Model Scenarios
Upcoming Meetings Technical Team Meetings March, 2016 Steering Team Meeting February, 2016
Public Input
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