basin_efficiency
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basin_efficiency [2022/05/12 16:20] – admin | basin_efficiency [2022/05/24 15:07] (current) – admin | ||
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If the basin is located in the watershed of a cold-water stream, the design must provide [[thermal mitigation]]. | If the basin is located in the watershed of a cold-water stream, the design must provide [[thermal mitigation]]. | ||
- | Basins must have the volume of storage necessary to settle the particle size necessary to meet either the soil loss standard during the construction phase or the TSS reduction standard for post-development. Stormwater models (HydroCAD and WinSLAMM) are now frequently used to determine peak rates, infiltration and sediment reductions, but the process described below can help to determine the approximate size of a stormwater facility | + | Basins must have the volume of storage necessary to settle the particle size necessary to meet either the soil loss standard during the construction phase or the TSS reduction standard for post-development. Stormwater models (HydroCAD and WinSLAMM) are now frequently used to determine peak rates, infiltration and sediment reductions, but the process described below can help to determine the approximate size of a stormwater facility. |
:!: Please note that MSE4 rainfall distributions must be used to model peak flow rates in Dane County. | :!: Please note that MSE4 rainfall distributions must be used to model peak flow rates in Dane County. |
basin_efficiency.1652386816.txt.gz · Last modified: by admin