Difference between revisions of "Comparison of Construction Cost Estimator Models to Study Data"
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<th>This study Construction cost converted to 2010 💲 per ft<sup>3</sup> of treated water volume)</th> | <th>This study Construction cost converted to 2010 💲 per ft<sup>3</sup> of treated water volume)</th> | ||
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<td>Constructed Wetlands</td> | <td>Constructed Wetlands</td> | ||
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<td>1</td> | <td>1</td> | ||
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<td>Large Wet Detention Basins</td> | <td>Large Wet Detention Basins</td> | ||
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<td>2.</td> | <td>2.</td> | ||
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<td>Infiltration Trenches</td> | <td>Infiltration Trenches</td> | ||
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<td>11.</td> | <td>11.</td> | ||
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<tr> | <tr> | ||
<td>Bioretention Basins</td> | <td>Bioretention Basins</td> | ||
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<td>15.</td> | <td>15.</td> | ||
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<td>Pervious Pavement</td> | <td>Pervious Pavement</td> | ||
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<td>16</td> | <td>16</td> | ||
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<td>Infiltration Basins</td> | <td>Infiltration Basins</td> | ||
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<td>21.</td> | <td>21.</td> | ||
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<td>Dry Ponds</td> | <td>Dry Ponds</td> | ||
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<td>Not reported</td> | <td>Not reported</td> | ||
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<td>Sand Filters</td> | <td>Sand Filters</td> | ||
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<td>15.</td> | <td>15.</td> | ||
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</table> | </table> | ||
<noinclude> | <noinclude> | ||
| − | [[ | + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Costs, benefits]] |
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Latest revision as of 20:34, 3 August 2022
Link to this table
| BMP | USEPA (1999) As percent of construction cost(💲) | Weiss et al. (2005) As percent of construction cost(💲) | This study Construction cost converted to 2010 💲 per ft3 of treated water volume) |
|---|---|---|---|
| Constructed Wetlands | 0.8-1.7 | 0.2-2.4 | 1 |
| Large Wet Detention Basins | 0.7-1.4 | 0.3-3.7 | 2. |
| Infiltration Trenches | 5.4 | 6.5-11.5 | 11. |
| Bioretention Basins | 7.2 | 10.1-11.3 | 15. |
| Pervious Pavement | Not reported | Not reported | 16 |
| Infiltration Basins | 1.80 | Not reported | 21. |
| Dry Ponds | 0.7-1.4 | 0.3-5.0 | Not reported |
| Sand Filters | 4.1-8.2 | 3.4-16.8 | 15. |
This page was last edited on 3 August 2022, at 20:34.