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Figure 1 shows the various management issues associated with the pollutant characteristics and corresponding appropriate treatment processes as depicted by Breen (1999).
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Figure 1 Stormwater pollutant management issues and appropriate treatment processes (Breen, 1999).
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It should be noted from examination of Figures 1 and the figure shown in Introduction to Treatment Strategies that:-
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Treatment sequence
The appropriate treatment sequence in managing urban stormwater should commence with the removal of gross pollutants, then progress downstream to coarse material, and finally address fine and soluble contaminants. The space requirements are influenced by the operating hydraulic loading range of the selected treatment measure (see Introduction to Treatment Strategies), which ranges from 1,000,000 m/yr for gross pollutant traps to 10,000 m/yr for swales and ponds to as little as 10 m/yr for bioretention systems.
Most common problems in the unsustainable operation of stormwater treatment measures stem from the misconception that one treatment measure can effectively treat the full range of pollutant types.
As the operating hydraulic loading range of a treatment measures decreases, there is a need for either:-
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There is, however, an optimum hydraulic loading below which many treatment measures will have a reducing benefit/cost ratio.
Treatment effectiveness of many measures:
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Hydrologic Control
Most treatment measures require some form of hydrologic control to operate in the optimal hydraulic load range. This will involve:
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