 
              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
Recommend
More recommend