Difference between revisions of "Table showing typical BMP best attainable effluent concentrations"
m |
m |
||
| Line 18: | Line 18: | ||
</tr> | </tr> | ||
</table> | </table> | ||
| + | |||
| + | <noinclude> | ||
| + | [[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Ponds and wetlands (constructed)]] | ||
| + | </noinclude> | ||
Latest revision as of 14:29, 3 August 2022
Typical BMP best attainable effluent concentrations. Values from ASCE BMP database and Winer 2000
Link to this table
| Practice | TSS (mg/l) | TP (mg/l) | TN (mg/l) | Cu (ug/l) | Zn (ug/l) |
|---|---|---|---|---|---|
| Wetlands | 6 | 0.2 | 1.7 | 3.0 | 50 |
This page was last edited on 3 August 2022, at 14:29.