Difference between revisions of "Notation"

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;I :Thornthwaite annual heat index (-)
 
;I :Thornthwaite annual heat index (-)
  
;L
+
;L :Length, e.g. of a reach, channel or swale (usually in m)
:Length, e.g. of a reach, channel or swale (usually in m)
 
  
;m
+
;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)
: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)
 
  
;n
+
;n :Manning's coefficient (unitless) Note: for clarity porosity is being expressed as 'void ratio' and sharing the notation V<sub>R</sub>
:Manning's coefficient (unitless) Note: for clarity porosity is being expressed as 'void ratio' and sharing the notation V<sub>R</sub>
 
  
;P
+
;N :Number of days in the month
:Perimeter of infiltration practice or swale x-section (m)
 
  
;q
+
;P :Perimeter of infiltration practice or swale x-section (m)
:Infiltration rate in (length per time, usually mm/hr)
 
  
;q'
+
;q :Infiltration rate in (length per time, usually mm/hr)
:Infiltration coefficient in (length per time, usually mm/hr) after application of safety correction factor (SCF)
 
  
;Q<sub>p</sub>
+
;q':Infiltration coefficient in (length per time, usually mm/hr) after application of safety correction factor (SCF)
:Peak flow in units of volume per time (e.g. m<sup>3</sup>/s)
 
  
;R
+
;Q<sub>p</sub> :Peak flow in units of volume per time (e.g. m<sup>3</sup>/s)
:Ratio of catchment (A<sub>c</sub>) to the practice footprint area (A<sub>p</sub>). ''syn.'' I/P ratio. For [[green roofs]] (and often permeable paving systems) this will be 1:1. In [[bioretention]] it may be 15 or 20 to 1. 
 
  
;R<sub>a</sub>  
+
;R :Ratio of catchment (A<sub>c</sub>) to the practice footprint area (A<sub>p</sub>). ''syn.'' I/P ratio. For [[green roofs]] (and often permeable paving systems) this will be 1:1. In [[bioretention]] it may be 15 or 20 to 1. 
:Existing rise of swale gradient (length, usually m)
 
  
;R<sub>b</sub>  
+
;R<sub>a</sub> :Existing rise of swale gradient (length, usually m)
:Rise of compensation gradient for an enhanced swale (length, usually m)
 
  
;RVC<sub>T</sub>
+
;R<sub>b</sub> :Rise of compensation gradient for an enhanced swale (length, usually m)
:Runoff volume control target (as outlined by MOECC, units are mm)
 
  
;S<sub>0</sub>
+
;RVC<sub>T</sub> :Runoff volume control target (as outlined by MOECC, units are mm)
:Longitudinal slope (m/m, i.e. dimensionless)
 
  
;S<sub>x</sub>
+
;S<sub>0</sub> :Longitudinal slope (m/m, i.e. dimensionless)
:Cross slope (m/m, i.e. dimensionless)
 
  
;SCF
+
;S<sub>x</sub> :Cross slope (m/m, i.e. dimensionless)
:Safety correction factor (dimensionless)
 
  
;t
+
;SCF :Safety correction factor (dimensionless)
:time (usually in hrs)
 
  
;T
+
;t :time (usually in hrs)
:Temperature (°C)
 
  
;V
+
;T :Temperature (°C)
:Volume (usually in m<sup>3</sup>)
 
  
;V<sub>R</sub>
+
;V :Volume (usually in m<sup>3</sup>)
:Void ratio, as usually applied to aggregates and yard materials. In this guide, it is also applied to native soils in lieu of porosity (unit for both are vol/vol, i.e. dimensionless)
 
  
;y
+
;V<sub>R</sub> :Void ratio, as usually applied to aggregates and yard materials. In this guide, it is also applied to native soils in lieu of porosity (unit for both are vol/vol, i.e. dimensionless)
:Depth of water (length, usually m or sometimes mm)
+
 
 +
;y :Depth of water (L, usually m or sometimes mm)

Revision as of 16:26, 8 January 2018

Ac 
Area of the catchmentThe land draining to a single reference point (usually a structural BMP); similar to a subwatershed, but on a smaller scale., whole contributing drainage areaThe total surface area upstream of a point on a stream that drains toward that point. Not to be confused with watershed. The drainage area may include one or more watersheds. (usually in m2).
Ap 
Area of the practice e.g. footprint area of a bioretentionA shallow excavated surface depression containing prepared filter media, mulch, and planted with selected vegetation. cell (usually in m2)
Depth e.g. of an infiltration practice (units of length, usually m)
Infiltration rateThe rate at which stormwater percolates into the subsoil measured in inches per hour. (usually mm/hr)
height (units of length)
Thornthwaite monthly heat index (-)
Thornthwaite annual heat index (-)
Length, e.g. of a reach, channel or swaleA shallow constructed channel, often grass-lined, which is used as an alternative to curb and channel, or as a pretreatment to other measures. Swales are generally characterized by a broad top width to depth ratio and gentle grades. (usually in 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)
Manning's coefficient (unitless) Note: for clarity porosity is being expressed as 'void ratio' and sharing the notation VR
Number of days in the month
Perimeter of infiltration practice or swaleA shallow constructed channel, often grass-lined, which is used as an alternative to curb and channel, or as a pretreatment to other measures. Swales are generally characterized by a broad top width to depth ratio and gentle grades. x-section (m)
Infiltration rateThe rate at which stormwater percolates into the subsoil measured in inches per hour. in (length per time, usually mm/hr)
q'
Infiltration coefficient in (length per time, usually mm/hr) after application of safety correction factor (SCF)
Qp 
Peak flow in units of volume per time (e.g. m3/s)
Ratio of catchmentThe land draining to a single reference point (usually a structural BMP); similar to a subwatershed, but on a smaller scale. (Ac) to the practice footprint area (Ap). syn. I/P ratioThe ratio of the impervious catchment (drainage) area to the pervious (footprint) area of the receiving BMP.. For green roofs (and often permeable pavingAn alternative practice to traditional impervious pavement, prevents the generation of runoff by allowing precipitation falling on the surface to infiltrate through the surface course into an underlying stone reservoir and, where suitable conditions exist, into the native soil. systems) this will be 1:1. In bioretention it may be 15 or 20 to 1.
Ra 
Existing rise of swaleA shallow constructed channel, often grass-lined, which is used as an alternative to curb and channel, or as a pretreatment to other measures. Swales are generally characterized by a broad top width to depth ratio and gentle grades. gradient (length, usually m)
Rb 
Rise of compensation gradient for an enhanced swaleVegetated open channel, with check dams; designed to convey, treat and attenuate stormwater runoff. (length, usually m)
RVCT 
RunoffThat potion of the water precipitated onto a catchment area, which flows as surface discharge from the catchment area past a specified point.Water from rain, snow melt, or irrigation that flows over the land surface. volume control target (as outlined by MOECC, units are mm)
S0 
Longitudinal slope (m/m, i.e. dimensionless)
Sx 
Cross slope (m/m, i.e. dimensionless)
SCF 
Safety correction factor (dimensionless)
time (usually in hrs)
Temperature (°C)
Volume (usually in m3)
VR 
Void ratio, as usually applied to aggregatesA broad category of particulate material used in construction, including sand, gravel, crushed stone, slag, recycled concrete and geosynthetic aggregates, and available in various particulate size gradations. and yard materials. In this guide, it is also applied to native soils in lieu of porosity (unit for both are vol/vol, i.e. dimensionless)
Depth of water (L, usually m or sometimes mm)