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Q-2, r. 9.01 - Design code of a storm water management system eligible for a declaration of compliance
Section 132
Disposition versions
132. The maximum flow leaving the permanent volume retention system for the temporary retention period may not exceed the flow calculated using equation 4-11:
Equation 4-11: Q̅max = 2 × [Vquality / (t × 3,600)]
where:
| Q̅max | = | Maximum flow leaving the permanent volume retention system for the temporary retention period; | |
| Vquality | = | Runoff volume referred to in sections 48 and 49 (m3); | |
| t | = | Temporary retention period (h); | |
| 3,600 | = | Number of seconds in an hour. |
In force: 2020-12-31
132. The maximum flow leaving the permanent volume retention system for the temporary retention period may not exceed the flow calculated using equation 4-11:
Equation 4-11: Q̅max = 2 × [Vquality / (t × 3,600)]
where:
| Q̅max | = | Maximum flow leaving the permanent volume retention system for the temporary retention period; | |
| Vquality | = | Runoff volume referred to in sections 48 and 49 (m3); | |
| t | = | Temporary retention period (h); | |
| 3,600 | = | Number of seconds in an hour. |
