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Line 100: Line 100:  
;cisterns
 
;cisterns
 
:Tank used to store rainwater (typically roof runoff) for later use.
 
:Tank used to store rainwater (typically roof runoff) for later use.
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;Cleanout
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;cleanout
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;Cleanouts
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;cleanouts
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;Clean out
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;clean out
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;Clean-out
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;clean-out
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;Clean-Out
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;Clean Out
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:Cleanouts are "a fitting access in a drainage system or venting system that is installed to provide access for cleaning and inspection and that is provided with a readily replaceable air tight cover" (O.Reg 332/12: Building Code, 2022).
    
;Compost  
 
;Compost  
Line 176: Line 188:  
;first flush
 
;first flush
 
:Initial pulse of stormwater runoff which picks up the pollutants that have settled on surfaces during the dry period. The first flush contains the highest pollutant concentrations.
 
:Initial pulse of stormwater runoff which picks up the pollutants that have settled on surfaces during the dry period. The first flush contains the highest pollutant concentrations.
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;FIT
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;FIT work
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;FIT Work
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;FIT (Forensic Inspection and testing)
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:FIT work involves the application of a similar set of inspection and testing indicators as those used in Performance Verification inspections, but focuses on diagnosing suspected problems with the following objectives in mind: (1) Confirm whether or not problems with BMP function exist; (2) Identify the causes of confirmed problems; (3) Determine corrective actions needed.
    
;Forebay
 
;Forebay
Line 356: Line 374:  
;rainwater harvesting
 
;rainwater harvesting
 
:The practice of intercepting, conveying and storing rainwater for future use. Captured rainwater is typically used for outdoor non-potable water uses such as irrigation, or in the building to flush toilets.
 
:The practice of intercepting, conveying and storing rainwater for future use. Captured rainwater is typically used for outdoor non-potable water uses such as irrigation, or in the building to flush toilets.
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;Rational Method
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;Rational method
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;rational method
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:This formula is used to calculate peak rates of runoff when designing drainage LID BMPs in urban area. It is useful in estimating runoff on relatively small areas (roofs, parking lots, medians, road right-of-ways, etc.)
    
;RWH
 
;RWH
Line 387: Line 410:  
;standing water
 
;standing water
 
:Water ponded on the ground surface.
 
:Water ponded on the ground surface.
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;Stoichiometry
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;stoichiometry
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:Stoichiometry in the terms of stormwater nutrient ratios is the consequences of mass balance of chemical elements constrained by either biological or ecological factors (i.e. media, sand, vegetation, soils, etc.).
    
;Stone reservoir
 
;Stone reservoir
Line 650: Line 677:  
;Porosity
 
;Porosity
 
;porosity
 
;porosity
:The porosity (n) of a mixture is the ratio of the volume of void-space to the total or bulk volume of the mixture. It is closely related to the concept of void ratio (e) where void ratio is the ratio of the volume of void-space to the volume of solids.
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:The porosity (n) of a mixture is the ratio of the volume of void-space to the total or bulk volume of the mixture. It is closely related to the concept of void ratio (e) where void ratio is the ratio of the volume of void-space to the volume of solids. n = Volume of voids/Total volume of mixture = e/(1+e)  
 
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n = Volume of voids/Total volume of mixture = e/(1+e)  
      
;Precipitation  
 
;Precipitation  
Line 684: Line 709:  
;Runoff
 
;Runoff
 
;runoff  
 
;runoff  
:That potion of the water precipitated onto a catchment area, which flows as surface discharge from the catchment area past a specified point.  
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:The portion of water precipitated onto a catchment area, which then flows as surface discharge from the catchment area past a specified point.
    
;Sand  
 
;Sand  

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