Difference between revisions of "Reservoir aggregate"
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For advice on decorative surface aggregates see [[Stone]] | For advice on decorative surface aggregates see [[Stone]] | ||
| − | Gravel used for underdrains and underground infiltration structures should be 20 - 50 mm, uniformly-graded, clean (maximum wash loss of 0.5%), crushed angular stone that has a void ratio of 0.4 | + | Gravel used for underdrains and underground infiltration structures should be 20 - 50 mm, uniformly-graded, clean (maximum wash loss of 0.5%), crushed angular stone that has a void ratio of 0.4<ref>Porosity of Structural Backfill, Tech Sheet #1, Stormtech, Nov 2012, http://www.stormtech.com/download_files/pdf/techsheet1.pdf accessed 16 October 2017 </ref>. |
| − | The uniform grading and the angularity are important to maintain pore throats and clear voids between particles. (i.e. achieve the void ratio). | + | The uniform grading and the angularity are important to maintain pore throats and clear voids between particles. (i.e. achieve the void ratio). The clean wash to prevent rapid accumulation of fines from the aggregate particles in the base of the reservoir. |
| − | The clean wash to prevent rapid accumulation of fines from the aggregate particles in the base of the reservoir. | ||
Gravel with structural requirements should also meet the following criteria: | Gravel with structural requirements should also meet the following criteria: | ||
*Minimum durability index of 35 | *Minimum durability index of 35 | ||
*Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions | *Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions | ||
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[[category:materials]] | [[category:materials]] | ||
Revision as of 20:11, 5 March 2018
For advice on decorative surface aggregates see Stone
Gravel used for underdrains and underground infiltration structures should be 20 - 50 mm, uniformly-graded, clean (maximum wash loss of 0.5%), crushed angular stone that has a void ratio of 0.4[1].
The uniform grading and the angularity are important to maintain pore throats and clear voids between particles. (i.e. achieve the void ratio). The clean wash to prevent rapid accumulation of fines from the aggregate particles in the base of the reservoir.
Gravel with structural requirements should also meet the following criteria:
- Minimum durability index of 35
- Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions
- ↑ Porosity of Structural Backfill, Tech Sheet #1, Stormtech, Nov 2012, http://www.stormtech.com/download_files/pdf/techsheet1.pdf accessed 16 October 2017