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            "text": "Input Values",
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                "embedded_text": "Input Values\n3.10 R Recharge rate (permeability rate) (in/hr)\nSpecific yield, Sy (dimensionless)\n0.150 Sy default value is 0.15; max value is 0.2 provided that a lab test data is submitted\nHorizontal hydraulic conductivity (in/hr)\n50.00 Kh Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside the coastal plan\n19.300 x 1/2 length of basin (x direction, in feet)\n54.800 y 1/2 width of basin (y direction, in feet)\n31.90 t Duration of infiltration period (hours)\n10.00 hi(0) Initial thickness of saturated zone (feet)\n15.901 h(max) Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)\n5.901 Δh(max) Maximum groundwater mounding (beneath center of basin at end of infiltration period)\nDistance from\nGround-water center of basin in x\nMounding, in feet direction, in feet\n5.901 0\n5.742 10 Re-Calculate Now\n5.265 20\n4.664 30 Groundwater Mounding, in feet\n4.117 40 7.000\n3.627 50\n3.188 60 6.000\n2.796 70\n5.000\n2.445 80\n2.133 90 4.000\n3.000\n2.000\n1.000\n0.000\n0 10 20 30 40 50 60 70 80 90 100"
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                            "text": "Kh = 5xRecharge Rate (R) in the cost plan; Kh=R outside the…"
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                            "coverage": 0,
                            "text": "Δ h(max)"
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                    "text": "Input values",
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                    "text": "3.10",
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                    "text": "R",
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                    "text": "Recharge rate (permeability rate) (in/hr)",
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                    "text": "0.150",
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                    "text": "Sy",
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                    "text": "Specific yield, Sy (dimensionless)",
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                    "text": "default value is 0.15; max value is 0.2 provided that a lab test data is submitted",
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                    "text": "50.00",
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                    "text": "Kh",
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                    "id": "p166.3.11",
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                    "text": "Kh = 5xRecharge Rate (R) in the cost plan; Kh=R outside the coastal plan",
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                {
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                    "text": "19.300\n54.800\n31.90\n10.00",
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                    "text": "x\ny\nt\nhi(0)",
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                    "order": 17,
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                        "l": 193.799996,
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                    "text": "1/2 length of basin (x direction, in feet)\n1/2 width of basin (y direction, in feet)\nDuration of infiltration period (hours)\nInitial thickness of saturated zone (feet)",
                    "attrs": {
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                    "order": 18,
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                    "text": "15.901",
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                    "text": "h(max)",
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                {
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                    "order": 20,
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                    "text": "Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)",
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                        "bbox_refit": true
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                    "order": 21,
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                        "l": 91.560002,
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                    "text": "5.901",
                    "attrs": {
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                    "text": "Δ h(max)",
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                    "text": "Maximum groundwater mounding (beneath center of basin at end of infiltration period)",
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            "attrs": {
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                "embedded_text": "Mounding, in feet direction, in feet\n5.901 0\n5.742 10 Re-Calculate Now\n5.265 20\n4.664 30 Groundwater Mounding, in feet\n4.117 40 7.000\n3.627 50\n3.188 60 6.000\n2.796 70\n5.000\n2.445 80\n2.133 90 4.000\n3.000\n2.000\n1.000\n0.000\n0 10 20 30 40 50 60 70 80 90 100"
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            "order": 25,
            "type": "heading",
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            "text": "Disclaimer",
            "attrs": {
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            "text": "This spreadsheet solving the Hantush (1967) equation for ground-water mounding beneath an infiltration basin is made available to the general public as a convenience for those wishing to replicate values documented in the USGS Scientific Investigations Report 2010-5102 \"Groundwater Mounding Beneath Hypothetical Stormwater Infiltration Basins\" or to calculate values based on user-specified site conditions. Any changes made to the spreadsheet (other than values identified as user-specified) after transmission from the USGS could have unintended, undesirable consequences. These consequences could include, but may not be limited to: erroneous output, numerical instabilities, and violations of underlying assumptions that are inherent in results presented in the accompanying USGS published report. The USGS assumes no responsibility for the consequences of any changes made to the spreadsheet. If changes are made to the spreadsheet, the user is responsible for documenting the changes and justifying the results and conclusions."
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