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"row": 8, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p178.2.18", "order": 20, "type": "table_cell", "bbox": { "l": 91.800002, "t": 570.59543, "r": 108.505531, "b": 466.641947 }, "text": "2.337\n2.289\n2.133\n1.840\n1.397\n1.044\n0.786\n0.592\n0.445\n0.332", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 2, "bbox_refit": true, "merged_continuation": true } }, { "id": "p178.2.19", "order": 21, "type": "table_cell", "bbox": { "l": 137.160004, "t": 571.039595, "r": 145.287784, "b": 466.209369 }, "text": "0\n10\n20\n30\n40\n50\n60\n70\n80\n90", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } } ] }, { "id": "p178.3", "order": 22, "type": "table", "bbox": { "l": 49.68, "t": 737.155437, "r": 501.36, "b": 587.04 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 3, "integrity": { "cells_checked": 19, "cells_flagged": 2, "flags": [ { "row": 3, "col": 2, "coverage": 0, "text": "Kh = 5xRecharge Rate (R) in the costal plan; Kh=R outside t…" }, { "row": 6, "col": 1, "coverage": 0, "text": "Δ h(max)" } ] } }, "children": [ { "id": "p178.3.1", "order": 23, "type": "table_cell", "bbox": { "l": 52.320002, "t": 737.155437, "r": 89.365547, "b": 728.241955 }, "text": "Input Values", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 3, "bbox_refit": true } }, { "id": "p178.3.2", "order": 24, "type": "table_cell", "bbox": { "l": 92.280001, "t": 727.279584, "r": 106.618362, "b": 717.489358 }, "text": "1.00", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p178.3.3", "order": 25, "type": "table_cell", "bbox": { "l": 137.759995, "t": 726.790072, "r": 143.104495, "b": 717.906646 }, "text": "R", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p178.3.4", "order": 26, "type": "table_cell", "bbox": { "l": 194.040001, "t": 727.279584, "r": 328.979758, "b": 706.929362 }, "text": "Recharge rate (permeability rate) (in/hr)\nSpecific yield, Sy (dimensionless)", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p178.3.5", "order": 27, "type": "table_cell", "bbox": { "l": 88.199999, "t": 706.279584, "r": 106.605604, "b": 696.489358 }, "text": "0.150", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p178.3.6", "order": 28, "type": "table_cell", "bbox": { "l": 137.399998, "t": 706.279584, "r": 145.047608, "b": 696.489358 }, "text": "Sy", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p178.3.7", "order": 29, "type": "table_cell", "bbox": { "l": 194.040001, "t": 706.279584, "r": 457.391989, "b": 686.289359 }, "text": "default value is 0.15; max value is 0.2 provided that a lab test data is submitted\nHorizontal hydraulic conductivity (in/hr)", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, 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1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p178.3.12", "order": 34, "type": "table_cell", "bbox": { "l": 133.516239, "t": 675.079584, "r": 148.824469, "b": 633.609355 }, "text": "x\ny\nt\nhi(0)", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p178.3.13", "order": 35, "type": "table_cell", "bbox": { "l": 193.995927, "t": 675.079584, "r": 326.448161, "b": 633.609355 }, "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": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p178.3.14", "order": 36, "type": "table_cell", "bbox": { "l": 87.719999, "t": 622.435437, "r": 108.180338, "b": 613.521956 }, "text": "12.337", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p178.3.15", "order": 37, "type": "table_cell", "bbox": { "l": 129.359997, "t": 623.119585, "r": 152.810552, "b": 613.32936 }, "text": "h(max)", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p178.3.16", "order": 38, "type": "table_cell", "bbox": { "l": 194.049871, "t": 623.119585, "r": 499.63114, "b": 613.32936 }, "text": "Maximum thickness of saturated zone (beneath center of basin at end of infiltration period)", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p178.3.17", "order": 39, "type": "table_cell", "bbox": { "l": 91.439999, "t": 611.875437, "r": 153.657048, "b": 592.7619500000001 }, "text": "2.337\nDistance from", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p178.3.18", "order": 40, "type": "table_cell", "bbox": { "l": 200.24, "t": 609.4892, "r": 350.8, "b": 598.2646 }, "text": "Δ h(max)", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p178.3.19", "order": 41, "type": "table_cell", "bbox": { "l": 193.985623, "t": 612.559584, "r": 487.365315, "b": 602.769359 }, "text": "Maximum groundwater mounding (beneath center of basin at end of infiltration period)", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true } } ] }, { "id": "p178.4", "order": 42, "type": "figure", "bbox": { "l": 50.4, "t": 580.56, "r": 549.36, "b": 386.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart", "embedded_text": "Mounding, in feet direction, in feet\n2.337 0\n2.289 10 Re-Calculate Now\n2.133 20\n1.840 30 Groundwater Mounding, in feet\n1.397 40 2.500\n1.044 50\n0.786 60\n2.000\n0.592 70\n0.445 80\n0.332 1.500\n90\n1.000\n0.500\n0.000\n0 10 20 30 40 50 60 70 80 90 100" } }, { "id": "p178.5", "order": 43, "type": "heading", "bbox": { "l": 58.32, "t": 384, "r": 115.68, "b": 372.48 }, "text": "Disclaimer", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p178.6", "order": 44, "type": "text", "bbox": { "l": 49.68, "t": 362.4, "r": 556.56, "b": 266.88 }, "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." } ], "excluded_furniture": { "first": [], "last": [] } }