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− | + | <font size=3>'''Examples of the estimated runoff volume reduction for a stormwater reuse storage system sized for the average storm event runoff volume'''</font size><br> | |
− | + | Link to this [[Examples of the estimated runoff volume reduction for a stormwater reuse storage system sized for the average storm event runoff volume|table]] | |
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− | Link to this [[Examples of the estimated runoff volume reduction for a stormwater reuse storage system sized for the average storm event runoff volume|table]] | ||
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− | <sup>1 - Based on 50-year P8 model run from January 1, 1955 through December 31, 2004 utilizing MSP climate data | + | <font size=1><sup>1 - Based on 50-year P8 model run from January 1, 1955 through December 31, 2004 utilizing MSP climate data |
− | + | 2 - Assumes stormwater storage volume for reuse equivalent to the average storm event runoff volume and that the application area is sufficient to handle an irrigation application rate of 1"/week over the application area & irrigation period from May through September</sup></font size> | |
− | 2 - Assumes stormwater storage volume for reuse equivalent to the average storm event runoff volume and that the application area is sufficient to handle an irrigation application rate of 1"/week over the application area & irrigation period from May through September</sup> | ||
− | [[category:Table]] | + | <noinclude>[[category:Table]]</noinclude> |
Examples of the estimated runoff volume reduction for a stormwater reuse storage system sized for the average storm event runoff volume
Link to this table
Hydrologic Soil Group (HSG) | Watershed Area (acre) | Watershed Imperviousness | Average Storm Event Runoff Volume1 | Average Annual Runoff Volume Reduction2 |
---|---|---|---|---|
B | 10 | 10 | 0.05 | 21.4 |
30 | 0.10 | 26.4 | ||
50 | 0.16 | 24.0 | ||
70 | 0.21 | 21.9 | ||
90 | 0.26 | 21.3 |
1 - Based on 50-year P8 model run from January 1, 1955 through December 31, 2004 utilizing MSP climate data 2 - Assumes stormwater storage volume for reuse equivalent to the average storm event runoff volume and that the application area is sufficient to handle an irrigation application rate of 1"/week over the application area & irrigation period from May through September