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Q-2, r. 9.01 - Design code of a storm water management system eligible for a declaration of compliance
Section 66
Disposition versions
66. The total storage capacity for the accumulation of sediments and water of all pretreatment cells, distributed proportionally between the tributary surfaces of each pipe, is established using equation 3-16:
Equation 3-16: Vcell1 = 0.15 × Vquality
where:
| Vcell1 | = | Total storage capacity for the accumulation of sediments and water of all pretreatment cells (m3); | |
| Vquality | = | Runoff volume to be treated as defined in sections 48 and 49 (m3). |
In force: 2020-12-31
66. The total storage capacity for the accumulation of sediments and water of all pretreatment cells, distributed proportionally between the tributary surfaces of each pipe, is established using equation 3-16:
Equation 3-16: Vcell1 = 0.15 × Vquality
where:
| Vcell1 | = | Total storage capacity for the accumulation of sediments and water of all pretreatment cells (m3); | |
| Vquality | = | Runoff volume to be treated as defined in sections 48 and 49 (m3). |
