20230213 12214800 1.0 FGDC CSDGM Metadata FALSE ESPAM22_SSRespFn 002 2401684.915366 2707886.772766 1223302.682601 1473988.425101 1 1.457 Projected GCS_North_American_1983 Linear Unit: Meter (1.000000) Custom <ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/10.8'><WKT>PROJCS["Custom",GEOGCS["GCS_North_American_1983",DATUM["D_North_American_1983",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Transverse_Mercator"],PARAMETER["False_Easting",2500000.0],PARAMETER["False_Northing",1200000.0],PARAMETER["Central_Meridian",-114.0],PARAMETER["Scale_Factor",0.9996],PARAMETER["Latitude_Of_Origin",42.0],UNIT["Meter",1.0]]</WKT><XOrigin>-3120900</XOrigin><YOrigin>-13447900</YOrigin><XYScale>10000</XYScale><ZOrigin>0</ZOrigin><ZScale>1</ZScale><MOrigin>0</MOrigin><MScale>1</MScale><XYTolerance>0.001</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision></ProjectedCoordinateSystem> 20230213 11323400 20230213 11323400 625000 5000 FGDC Version 6.2 (Build 9200) ; Esri ArcGIS 10.9.1.28388 ESPAM2.2 steady-state response functions 2020-08-15T00:00:00 2020-08-15T00:00:00 1 -115.235867 -111.387815 44.467189 42.182248 Steady-state response to aquifer stress applied in a model cell at various reaches of the Snake River and tributary springs, simulated by the Eastern Snake Plain Aquifer Model version 2.2 <DIV STYLE="text-align:Left;"><DIV><DIV>Active model cells from the Eastern Snake Plain Aquifer Model version 2.2, showing the fraction of impact of an aquifer stress applied in a cell that is predicted to accrue to each reach at steady-state. Snake River reaches include Ashton to Rexburg (A_R), Heise to Menan (H_M), Menan to Shelley (M_S), near Blackfoot to Neeley (nB_N), Neeley to Minidoka (N_M), Kimberly to Buhl (Kim_Buhl), Buhl to Lower Salmon Falls (LSF_KH), and Lower Salmon Falls to King Hill (LSF_KH). Responses at combined reaches are summed for near Blackfoot to Minidoka (NB_Min), all reaches above Minidoka (abvMilner), and all reaches below Kimberly (blwMilner). Attributes beginning with SP are the response in drain cells between Kimberly and King Hill that is predicted to emerge as surficial springs. Attributes beginning with BF are the response in river cells between Kimberly and King Hill that is predicted to emerge as obscured flow to the Snake River. See model documentation for additional information.Sukow, J., 2021, Model calibration report, Eastern Snake Plain Aquifer Model Version 2.2, Idaho Department of Water Resources, 226 p., <A href="https://research.idwr.idaho.gov/files/projects/espam/browse/ESPAM22_Reports/ModelCalibrationRpt/">https://research.idwr.idaho.gov/files/projects/espam/browse/ESPAM22_Reports/ModelCalibrationRpt/</A>. Sukow, J., 2021, Predictive uncertainty analysis, Eastern Snake Plain Aquifer Model version 2.2, Idaho Department of Water Resources, 208 p., <A href="https://research.idwr.idaho.gov/files/projects/espam/browse/ESPAM22_Reports/UncertaintyRpt/">https://research.idwr.idaho.gov/files/projects/espam/browse/ESPAM22_Reports/UncertaintyRpt/</A>.Sukow, J., 2021, Comparison of superposition model with fully-populated model for Eastern Snake Plain Aquifer Model version 2.2, 14 p., <A href="https://research.idwr.idaho.gov/files/projects/espam/browse/ESPAM22_Reports/Scenarios/">https://research.idwr.idaho.gov/files/projects/espam/browse/ESPAM22_Reports/Scenarios/</A>.Sukow, J., 2021, Comparison of Eastern Snake Plain Aquifer Model version 2.2 with version 2.1 via the curtailment scenario, Idaho Department of Water Resources, 64 p., <A href="https://research.idwr.idaho.gov/files/projects/espam/browse/ESPAM22_Reports/Scenarios/">https://research.idwr.idaho.gov/files/projects/espam/browse/ESPAM22_Reports/Scenarios/</A>.</DIV></DIV></DIV> Idaho Department of Water Resources Idaho IDWR Groundwater Groundwater Modeling Water Resources Water Management Aquifer Eastern Snake Plain Aquifer ESPA ESPAM Hydrology Section IDWR 322 East Front Street Boise ID 83702 hydrology@idwr.idaho.gov US (208) 287-4800 M-F 8-5 <DIV STYLE="text-align:Left;">The Idaho Department of Water Resources is making this data available as a public service. The Idaho Department of Water Resources strives to ensure that all technical data and other information made available to the public is accurate, complete and in conformance with the Idaho Public Records Act. Neither the Department of Water Resources nor the State of Idaho, however, assumes any legal responsibility for the accuracy or completeness of the information contained on this site. Persons using information from this site for official purposes, or other purposes, for which accuracy and completeness are required, are hereby notified that they should first verify the information with the public records or other primary sources from which the information was obtained.</DIV> Feature Class 1.457 https://data-idwr.hub.arcgis.com/ dataset 0 Simple FALSE 0 TRUE FALSE ESPAM22_SSRespFn Feature Class 0 OBJECTID_1 OBJECTID_1 OID 4 10 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. Shape Shape Geometry 4 0 0 Feature geometry. Esri Coordinates defining the features. WaterMan.DBO.ESPAM22_SSRespFn.ENTITY WaterMan.DBO.ESPAM22_SSRespFn.ENTITY String 16 0 0 OBJECTID OBJECTID Integer 4 10 0 ENTITY ENTITY String 16 0 0 LAYER1 LAYER1 Integer 4 10 0 ACTIVE ACTIVE Integer 4 10 0 ROW_ID ROW_ID Double 8 18 11 COL_ID COL_ID Double 8 18 11 CELL_INTGR CELL_INTGR Integer 4 10 0 A_R A_R Double 8 38 8 BF01_20007 BF01_20007 Double 8 38 8 BF02_22006 BF02_22006 Double 8 38 8 BF03_23006 BF03_23006 Double 8 38 8 BF04_BANCR BF04_BANCR Double 8 38 8 BF05_30013 BF05_30013 Double 8 38 8 BF06_31013 BF06_31013 Double 8 38 8 BF07_31014 BF07_31014 Double 8 38 8 BF08_32013 BF08_32013 Double 8 38 8 BF09_RIVER BF09_RIVER Double 8 38 8 BF10_33013 BF10_33013 Double 8 38 8 BF11_SLANE BF11_SLANE Double 8 38 8 BF12_DECKE BF12_DECKE Double 8 38 8 BF13_35014 BF13_35014 Double 8 38 8 BF14_36014 BF14_36014 Double 8 38 8 BF15_MALAD BF15_MALAD Double 8 38 8 BF16_37014 BF16_37014 Double 8 38 8 BF17_37015 BF17_37015 Double 8 38 8 BF18_FLORE BF18_FLORE Double 8 38 8 BF19_BIGSP BF19_BIGSP Double 8 38 8 BF20_40013 BF20_40013 Double 8 38 8 BF21_40014 BF21_40014 Double 8 38 8 BF22_3WEAT BF22_3WEAT Double 8 38 8 BF23_TUCKE BF23_TUCKE Double 8 38 8 BF24_RANGE BF24_RANGE Double 8 38 8 BF25_NFH BF25_NFH Double 8 38 8 BF26_THOUS BF26_THOUS Double 8 38 8 BF27_45011 BF27_45011 Double 8 38 8 BF28_45012 BF28_45012 Double 8 38 8 BF29_SANDS BF29_SANDS Double 8 38 8 BF30_47011 BF30_47011 Double 8 38 8 BF31_BOX BF31_BOX Double 8 38 8 BF32_BANBU BF32_BANBU Double 8 38 8 BF33_BRIGG BF33_BRIGG Double 8 38 8 BF34_CLEAR BF34_CLEAR Double 8 38 8 BF35_50014 BF35_50014 Double 8 38 8 BF36_51014 BF36_51014 Double 8 38 8 BF37_NIAGA BF37_NIAGA Double 8 38 8 BF38_CRYST BF38_CRYST Double 8 38 8 BF39_57020 BF39_57020 Double 8 38 8 BF40_58020 BF40_58020 Double 8 38 8 BF41_ELLIS BF41_ELLIS Double 8 38 8 BF42_59021 BF42_59021 Double 8 38 8 BF43_59022 BF43_59022 Double 8 38 8 BF44_61023 BF44_61023 Double 8 38 8 BF45_62023 BF45_62023 Double 8 38 8 BF46_BLUEL BF46_BLUEL Double 8 38 8 BF47_64026 BF47_64026 Double 8 38 8 BF48_65027 BF48_65027 Double 8 38 8 BF49_DEVCO BF49_DEVCO Double 8 38 8 BF50_DEVWA BF50_DEVWA Double 8 38 8 BF51_68029 BF51_68029 Double 8 38 8 BF52_69029 BF52_69029 Double 8 38 8 BF53_70030 BF53_70030 Double 8 38 8 H_M H_M Double 8 38 8 M_S M_S Double 8 38 8 N_M N_M Double 8 38 8 NB_N NB_N Double 8 38 8 S_NB S_NB Double 8 38 8 SP04_BANCR SP04_BANCR Double 8 38 8 SP05_30013 SP05_30013 Double 8 38 8 SP06_31013 SP06_31013 Double 8 38 8 SP07_31014 SP07_31014 Double 8 38 8 SP08_32013 SP08_32013 Double 8 38 8 SP09_RIVER SP09_RIVER Double 8 38 8 SP10_33013 SP10_33013 Double 8 38 8 SP11_SLANE SP11_SLANE Double 8 38 8 SP12_DECKE SP12_DECKE Double 8 38 8 SP13_35014 SP13_35014 Double 8 38 8 SP14_36014 SP14_36014 Double 8 38 8 SP15_MALAD SP15_MALAD Double 8 38 8 SP16_37014 SP16_37014 Double 8 38 8 SP17_37015 SP17_37015 Double 8 38 8 SP18_FLORE SP18_FLORE Double 8 38 8 SP19_BIGSP SP19_BIGSP Double 8 38 8 SP20_40013 SP20_40013 Double 8 38 8 SP21_40014 SP21_40014 Double 8 38 8 SP22_3WEAT SP22_3WEAT Double 8 38 8 SP23_TUCKE SP23_TUCKE Double 8 38 8 SP24_RANGE SP24_RANGE Double 8 38 8 SP25_NFH SP25_NFH Double 8 38 8 SP26_THOUS SP26_THOUS Double 8 38 8 SP27_45011 SP27_45011 Double 8 38 8 SP28_45012 SP28_45012 Double 8 38 8 SP29_SANDS SP29_SANDS Double 8 38 8 SP30_47011 SP30_47011 Double 8 38 8 SP31_BOX SP31_BOX Double 8 38 8 SP32_BANBU SP32_BANBU Double 8 38 8 SP33_BRIGG SP33_BRIGG Double 8 38 8 SP34_CLEAR SP34_CLEAR Double 8 38 8 SP35_50014 SP35_50014 Double 8 38 8 SP36_51014 SP36_51014 Double 8 38 8 SP37_NIAGA SP37_NIAGA Double 8 38 8 SP38_CRYST SP38_CRYST Double 8 38 8 SP39_57020 SP39_57020 Double 8 38 8 SP40_58020 SP40_58020 Double 8 38 8 SP41_ELLIS SP41_ELLIS Double 8 38 8 SP42_59021 SP42_59021 Double 8 38 8 SP43_59022 SP43_59022 Double 8 38 8 SP44_61023 SP44_61023 Double 8 38 8 SP45_62023 SP45_62023 Double 8 38 8 SP46_BLUEL SP46_BLUEL Double 8 38 8 SP47_64026 SP47_64026 Double 8 38 8 SP48_65027 SP48_65027 Double 8 38 8 SP49_DEVCO SP49_DEVCO Double 8 38 8 SP50_DEVWA SP50_DEVWA Double 8 38 8 SP51_68029 SP51_68029 Double 8 38 8 SP52_69029 SP52_69029 Double 8 38 8 SP53_70030 SP53_70030 Double 8 38 8 Total Total Double 8 38 8 Error Error String 254 0 0 Kim_Buhl Kim_Buhl Double 8 38 8 Buhl_LSF Buhl_LSF Double 8 38 8 LSF_KH LSF_KH Double 8 38 8 NB_Min NB_Min Double 8 38 8 AbvMilner AbvMilner Double 8 38 8 Shape.STArea() Shape.STArea() Double 0 0 0 Shape.STLength() Shape.STLength() Double 0 0 0 BlwMilner BlwMilner Double 8 38 8 20230213