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  • These sizing equations are suggested for use in calculating the capacity of swales which ...nderground [[infiltration trenches|infiltration trench]] or a [[Dry ponds| dry pond]] will be a preferred solution.
    1 KB (193 words) - 15:03, 22 March 2024
  • *[[Dry ponds: TTT|Dry ponds]] ..., and shows users to consider the Impervious to pervious (or I:P) ratio in sizing the LID.<br>
    3 KB (396 words) - 16:04, 1 June 2023
  • These sizing equations are suggested for use in calculating the capacity of swales which ...nderground [[infiltration trenches|infiltration trench]] or a [[Dry ponds| dry pond]] will be a preferred solution.
    6 KB (1,041 words) - 20:01, 16 March 2022
  • ...imation for [[dry ponds]] has been added to LID practices. [[SWM ponds|Wet ponds]] are also included as a traditional stormwater management strategy in orde ...ates and construction practices (i.e., [[Bioretention: Sizing|bioretention sizing]] algorithm based on latest guidance).
    8 KB (1,101 words) - 15:11, 1 June 2023
  • *[[Rainwater harvesting: Sizing and modeling|Cistern]] *[[Wet ponds]]
    24 KB (3,388 words) - 20:53, 23 April 2024
  • ...BMP for stormwater treatment and are most similar to stormwater management ponds, both in function and design, the major difference being that they are shal ...e most commonly employed for stormwater treatment and are similar to [[SWM ponds]] in function and design The most significant difference is the extent to w
    10 KB (1,314 words) - 17:38, 23 March 2022
  • ...d in all sizing calculations for [[bioretention]] and [[bioswales]], [[dry ponds]], [[infiltration trenches]] and [[infiltration chambers|chambers]], and [[ ...ies Commission. (2017). Determination of Design Infiltration Rates for the Sizing of Infiltration‐based Green Infrastructure Facilities. Retrieved from htt
    6 KB (870 words) - 22:03, 6 May 2020
  • *Thank you - it has now been added to the [[Dry ponds]] page. ...ollowing pages [[Permeable pavement: Plan review]], [[Permeable pavements: Sizing]], [[Permeable pavements: Specifications]], which include design references
    14 KB (2,342 words) - 20:45, 11 November 2022
  • ...ffect is further exacerbated as runoff flows through stormwater management ponds or other impoundments, where detained water is exposed to solar warming for ...ubsurface draw outlet to help ensure cooler outflows occur from stormwater ponds (MOE, 2003).<ref>Ministry of the Environment. 2003. Stormwater Management P
    26 KB (3,697 words) - 15:56, 13 July 2023
  • ===Sizing and Modelling=== *'''[[Bioretention: Sizing| Sizing]]'''
    74 KB (9,862 words) - 15:09, 4 August 2023