Difference between revisions of "Dry ponds: TTT"
		
		
		
		
		
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| Jenny Hill (talk | contribs)  (Created page with "thumb|[[Dry ponds are found in storage element in the LID TTT.  Dry ponds are a storage element in the Treatment Train Tool.") | Jenny Hill (talk | contribs)  m | ||
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| − | [[File:Storage TTT.png|thumb|[[Dry ponds]] are found in storage element in the LID TTT.   | + | [[File:Storage TTT.png|thumb|[[Dry ponds]] are found in storage element in the LID TTT]]  | 
| − | Dry ponds  | + | [[File:Pond curves.png|thumb|The largest area is at the top, level 0 m; each subsequent lower depth has a smaller area]]  | 
| + | {{Clickable button|[[File:TTT.png|350 px|link=http://www.sustainabletechnologies.ca/wp/low-impact-development-treatment-train-tool/]]}} | ||
| + | |||
| + | {|class="wikitable" | ||
| + | |+A [[Dry ponds|dry pond]] as a storage element (key parameters) in the Treatment Train Tool. | ||
| + | |- | ||
| + | !colspan = "2"|Stage Storage | ||
| + | |- | ||
| + | |Name||Important to have a unique name, to connect it with the catchment area | ||
| + | |- | ||
| + | |Storage type||Dry detention ponds | ||
| + | |- | ||
| + | |Bottom elevation (m)||This is important to correspond with other components, <br>e.g. when the overflow is coupled to another BMP within a treatment train | ||
| + | |- | ||
| + | |Maximum depth (m)|| | ||
| + | |- | ||
| + | |Lined/unlined||Unlined (ideally) | ||
| + | |- | ||
| + | |Underlying soil||Choose from five; sandy soils drain more quickly. | ||
| + | |-  | ||
| + | |Evaporation factor||? | ||
| + | |- | ||
| + | |Suction head (mm)||? | ||
| + | |- | ||
| + | |Saturated conductivity (mm/hr)||? | ||
| + | |- | ||
| + | |Initial soil moisture deficit (fraction)||? | ||
| + | |- | ||
| + | !colspan = "2" align = center"|Curves | ||
| + | |- | ||
| + | |colspan = 2|The Curves table is designed to accommodate the side slopes. The top line begins at 0 m, with subsequent depths in the following lines.  | ||
| + | |} | ||
Latest revision as of 23:01, 8 November 2017
| Stage Storage | |
|---|---|
| Name | Important to have a unique name, to connect it with the catchment area | 
| Storage type | Dry detention ponds | 
| Bottom elevation (m) | This is important to correspond with other components, e.g. when the overflow is coupled to another BMP within a treatment train | 
| Maximum depth (m) | |
| Lined/unlined | Unlined (ideally) | 
| Underlying soil | Choose from five; sandy soils drain more quickly. | 
| Evaporation factor | ? | 
| Suction head (mm) | ? | 
| Saturated conductivity (mm/hr) | ? | 
| Initial soil moisture deficit (fraction) | ? | 
| Curves | |
| The Curves table is designed to accommodate the side slopes. The top line begins at 0 m, with subsequent depths in the following lines. | |


