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<th>Overflow Discharge Locations / Methods</th> | <th>Overflow Discharge Locations / Methods</th> | ||
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<th>Disadvantages</th> | <th>Disadvantages</th> | ||
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<td>'''Discharge to grade via gravity flow (most recommended'''</td> | <td>'''Discharge to grade via gravity flow (most recommended'''</td> | ||
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*Overflow drainage piping may freeze if large sections are above the frost penetration depth; ice may build up at the point of discharge if not designed properly.</td> | *Overflow drainage piping may freeze if large sections are above the frost penetration depth; ice may build up at the point of discharge if not designed properly.</td> | ||
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<td>'''Discharge to storm sewer via gravity flow'''</td> | <td>'''Discharge to storm sewer via gravity flow'''</td> | ||
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*Stormwater discharges can have negative environmental impacts on recieving water bodies</td> | *Stormwater discharges can have negative environmental impacts on recieving water bodies</td> | ||
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<td>'''Discharge to soakaway pit via gravity flow'''</td> | <td>'''Discharge to soakaway pit via gravity flow'''</td> | ||
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*Suitable only for permeable soils</td> | *Suitable only for permeable soils</td> | ||
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[[category:Table]] | [[category:Table]] |
Rainwater harvesting overflow discharge location - methods
Link to this table
Overflow Discharge Locations / Methods | Advantages | Disadvantages |
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Discharge to grade via gravity flow (most recommended |
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Discharge to storm sewer via gravity flow |
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Discharge to soakaway pit via gravity flow |
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