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Created page with "{| class="prettytable" |- | colspan="2" |Surface |- |Berm height (mm)||This is the height of the curb which constrains the overland sheet flow of water. Where the bottom of th..."
{| class="prettytable"
|-
| colspan="2" |Surface
|-
|Berm height (mm)||This is the height of the curb which constrains the overland sheet flow of water. Where the bottom of the slope discharges directly into another LID facility without impedance, the value is 0.
|-
|Surface roughness (Manning’s n)||Lower numbers indicate less surface obstruction and result in faster flow. Suggested range for mown grass (dependent on density) 0.03 – 0.06 <ref name = SWMM> Oregon State Univ., Corvallis. Dept. of Civil, Construction and Environmental Engineering.; Environmental Protection Agency, Cincinnati ONRMRL. Storm Water Management Model Reference Manual Volume I Hydrology (Revised). 2016:233. https://nepis.epa.gov/Exe/ZyPURL.cgi?Dockey=P100NYRA.txt Accessed August 23, 2017.</ref>
|-
|Surface slope (%)||If the slope > 3%, consider using level spreaders to reduce erosion of the surface under high flow velocities.
|-
|colspan="2" |Soil (native underlying soil, or amended topsoil)
|-
|Thickness (mm)||If topsoil has been amended [[Absorbent landscapes]]
|-
|Porosity (fraction)||Suggest range 0.35 – 0.4, unless otherwise tested
|-
|Field capacity (fraction)||Varies <ref name = SWMM/>
|-
|Wilting point (fraction)||Varies <ref name = SWMM/>
|-
|Conductivity (mm/hr)||Varies <ref name = SWMM/>
|-
|Conductivity slope||Varies <ref name = SWMM/>
|-
|Suction head (mm)||Varies <ref name = SWMM/>
|-
|Design drawdown time (hrs)||?
|}
[[category:modeling]]
|-
| colspan="2" |Surface
|-
|Berm height (mm)||This is the height of the curb which constrains the overland sheet flow of water. Where the bottom of the slope discharges directly into another LID facility without impedance, the value is 0.
|-
|Surface roughness (Manning’s n)||Lower numbers indicate less surface obstruction and result in faster flow. Suggested range for mown grass (dependent on density) 0.03 – 0.06 <ref name = SWMM> Oregon State Univ., Corvallis. Dept. of Civil, Construction and Environmental Engineering.; Environmental Protection Agency, Cincinnati ONRMRL. Storm Water Management Model Reference Manual Volume I Hydrology (Revised). 2016:233. https://nepis.epa.gov/Exe/ZyPURL.cgi?Dockey=P100NYRA.txt Accessed August 23, 2017.</ref>
|-
|Surface slope (%)||If the slope > 3%, consider using level spreaders to reduce erosion of the surface under high flow velocities.
|-
|colspan="2" |Soil (native underlying soil, or amended topsoil)
|-
|Thickness (mm)||If topsoil has been amended [[Absorbent landscapes]]
|-
|Porosity (fraction)||Suggest range 0.35 – 0.4, unless otherwise tested
|-
|Field capacity (fraction)||Varies <ref name = SWMM/>
|-
|Wilting point (fraction)||Varies <ref name = SWMM/>
|-
|Conductivity (mm/hr)||Varies <ref name = SWMM/>
|-
|Conductivity slope||Varies <ref name = SWMM/>
|-
|Suction head (mm)||Varies <ref name = SWMM/>
|-
|Design drawdown time (hrs)||?
|}
[[category:modeling]]