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Q-2, r. 9.01 - Design code of a storm water management system eligible for a declaration of compliance
Section 68
Disposition versions
68. The capacity of each pretreatment cell to be reserved for the accumulation of sediments is established using equation 3-18:
Equation 3-18: Vséd = 0,50 × Vcell
where:
| Vséd | = | Storage volume of each pretreatment cell to be reserved for the accumulation of sediments (m3); | |
| Vcell | = | Total storage capacity for the accumulation of sediments and water of all pretreatment cells established using equation 3-16 (Vcell) or equation 3-17 (Vcell) (m3), as the case may be. |
In force: 2020-12-31
68. The capacity of each pretreatment cell to be reserved for the accumulation of sediments is established using equation 3-18:
Equation 3-18: Vséd = 0,50 × Vcell
where:
| Vséd | = | Storage volume of each pretreatment cell to be reserved for the accumulation of sediments (m3); | |
| Vcell | = | Total storage capacity for the accumulation of sediments and water of all pretreatment cells established using equation 3-16 (Vcell) or equation 3-17 (Vcell) (m3), as the case may be. |
