Changes

!colspan = "2"|Stage Storage

!colspan = "2"|Stage Storage

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|Name||Important to have a unique name, to associate with the subcatchment (harvesting area)

|Name||Important to have a unique name, to connect it with the catchment area

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|Storage type||No removal

|Storage type||Dry detention ponds

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|Bottom elevation (m)||This will be 0 for installations at ground level, but will often be underground. This is of greater importance when the overflow is coupled to another component within a treatment train

|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

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|Maximum depth (m)||Height of the RWH cistern

|Maximum depth (m)||

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|Lined/unlined||Lined

|Lined/unlined||Unlined (ideally)

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|Evaporation factor||0

|Evaporation factor||0

!colspan = "2" style="background: darkcyan; color: white; align = center"|Curves

!colspan = "2" style="background: darkcyan; color: white; align = center"|Curves

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|colspan = 2|The Curves table is designed to accommodate ponds of roughly conical dimensions. Rainwater cistern are usually cuboid or cylindrical in shape, so that the area (m²) will remain the same throughout the depth. The top and bottom dimensions can be placed within the first two rows of the table.  

|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.  

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