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;L
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;A<sub>c</sub> :Area of the catchment, whole contributing drainage area (usually in m<sup>2</sup>).
:Length, e.g. of a reach, channel or swale (usually in m)
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;m
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;A<sub>i</sub> :Area of impervious cover within the catchment (usually in m<sup>2</sup>).
:run of side slopes in channel cross sections (length, but usually expressed as a ratio in relation to rise. e.g. where side side slopes = 1:3.5, m = 3.5)
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;q
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;A<sub>p</sub> :Area of the practice e.g. footprint area of a bioretention cell (usually in m<sup>2</sup>)
:infiltration rate in (length per time, usually mm/hr) (before or after application of safety factor?)
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;R<sub>a</sub>
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;D :Duration of the design storm event (in units of time, usually hrs)
:Existing rise of swale gradient (length, usually m)
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;R<sub>b</sub>  
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;d<sub>p</sub> :Surface ponding depth of an infiltration practice (unit of length, usually mm or cm)
:Rise of compensation gradient for an enhanced swale (length, usually m)
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;SCF
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;d<sub>m</sub> :Filter media depth of a bioretention, stormwater planter or soil cell practice (unit of length, usually mm or cm)
:Safety correction factor (dimensionless)
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;y
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;d<sub>s</sub> :Storage reservoir depth of an infiltration practice (unit of length, usually mm or cm)
:Depth of water (length, usually m or sometimes mm)
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;d<sub>T</sub> :Total depth of an infiltration practice (unit of length, usually cm or m)
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;f :Infiltration rate, measured (usually mm/hr)
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;f':Design infiltration rate (length per time, usually mm/hr) after application of safety correction factor (SCF)
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;h :Height (units of length)
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;i :Intensity of the design storm event (in units of depth/time, usually mm/hr)
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;i :Thornthwaite monthly heat index (-)
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;I :Thornthwaite annual heat index (-)
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;L :Length, e.g. of a reach, channel or swale (usually in m)
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;m :Run of side slopes in channel cross sections (length, but usually expressed as a ratio in relation to rise. e.g. side slopes = 1:3, so m = 3)
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;n :Porosity, applies to aggregate and other void-forming materials, filter media and native soils (unit is vol/vol, so dimensionless)
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;n :Manning's coefficient (unitless) Note: the symbol n is also used for porosity so it is important to be sure which term is implied.
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;N :Number of days in the month
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;Q<sub>p</sub> :Peak flow in units of volume per time (e.g. m<sup>3</sup>/s)
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;R :Ratio of catchment impervious area (A<sub>i</sub>) to the practice permeable footprint area (A<sub>p</sub>). ''syn.'' I/P ratio. For [[green roofs]] and often [[permeable paving]] systems that do not receive drainage from external impervious areas this will be 0. For [[bioretention]], [[infiltration trenches]] and [[infiltration chambers]] receiving pavement runoff, it is recommended to be kept between 15 to 20. 
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;R<sub>a</sub> :Existing rise of swale gradient (length, usually m)
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;R<sub>b</sub> :Rise of compensation gradient for an enhanced swale (length, usually m)
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;RVC<sub>T</sub> :Runoff volume control target (as outlined by MECP, units are mm)
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;S<sub>0</sub> :Longitudinal slope (m/m, i.e. dimensionless)
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;S<sub>T</sub> :Storage (m<sup>3</sup>)
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;S<sub>x</sub> :Cross slope (m/m, i.e. dimensionless)
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;SCF :Safety correction factor (dimensionless)
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;t :Drainage time (usually in hrs)
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;T :Temperature (°C)
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;V :Volume (usually in m<sup>3</sup>)
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;x :Perimeter of infiltration practice or swale x-section (m)
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;y :Depth of water (L, usually m or sometimes mm)

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