Stormwater treatment apparatus and method
A liquid purification and separation apparatus for separation of pollutants in stormwater runoff is disclosed. This apparatus utilizes gravitational separation and tortuosity, resulting from a plurality of baffles both perpendicular to and oblique to the primary water flow direction, to trap substances less-dense and more-dense than water. The apparatus features improved resistance to pollutant remobilization through treatment of water volume rather than flow rates, using vertically stacked water columns of varying depths to settle small particles. An overflow structure diverts excessive liquid without interfering with purification and separation, and can be placed integrally within or external to the apparatus receptacle.
1. A method for purification and separation of a liquid, the method comprising:
inputting the liquid into a receptacle through an inlet opening;
communicating the liquid through an active pool to an outlet opening, the outlet opening defining a permanent pool level;
interrupting the flow of the liquid around at least one inlet baffle after the inlet opening;
interrupting the flow of the liquid around at least one outlet baffle before the outlet opening; and
settling sediments from the flow in the active pool into at least one inactive pool formed by at least a first pair of inactive pool baffles, each of said pair of inactive pool baffles extending upward from a bottom of said receptacle, but not above said permanent pool level, said inactive pool gravitationally below the active pool.
2. The method of claim 1 , further comprising the step of removing overflow liquid from the receptacle when approximately full via an overflow structure.
3. The method of claim 2 , further comprising the step of placing the overflow structure integral to the apparatus receptacle, and diverting excess flow over a control weir and back to a stormwater collection system.
4. The method of claim 1 , further comprising holding sediments settled from the active pool in said inactive pool.
5. The method of claim 1 further comprising reducing the flow rate of liquid through the outlet opening by including an orifice substantially smaller than the inlet.
6. The method of claim 1 , further comprising controlling the discharge of liquid by moving the outlet opening.
7. The method of claim 1 , further comprising filtering the liquid through a mesh screen before discharge.
8. A method for purification and separation of a liquid, the method comprising:
inputting the liquid into a receptacle through an inlet opening;
interrupting the flow of the liquid around at least one inlet baffle after the inlet opening;
communicating the liquid through an active pool to an outlet opening, the outlet opening smaller than the inlet opening;
interrupting the flow of the liquid around at least one outlet baffle before the outlet opening;
settling sediments from the flow in the active pool into at least one permanent pool, said permanent pool gravitationally below the active pool; and
trapping materials heavier than water using at least one modular mid section of the receptacle, wherein the at least one mid section is in fluid communication with the inlet opening and the outlet opening and includes at least one baffle, the trapping of materials heavier than water being accomplished via the reduction of the rate of flow with the at least one baffle.
9. The method of claim 8 , wherein during the trapping of materials heavier than water, the at least one baffle of the at least one modular mid section cooperates with at least one other baffle to separate the active pool from the at least one permanent pool.
10. The method of claim 1 , further comprising trapping materials lighter than water using at least one modular mid section of the receptacle, wherein the at least one mid section includes at least one baffle extending above the at least one permanent pool.
11. A method for purification and separation of a liquid, the method comprising:
inputting the liquid into a receptacle through an inlet opening;
communicating the liquid through an active pool to an outlet opening, the outlet opening defining a permanent pool level;
reducing the flow rate of the liquid by directing said liquid around at least one inlet baffle after the inlet opening;
reducing the flow of the liquid by directing said liquid around at least one outlet baffle before the outlet opening; and,
settling sediments from the flow in the active pool into at least one inactive pool formed by at least a first pair of inactive pool baffles, each of said pair of inactive pool baffles extending upward from a bottom of said receptacle, but not above said permanent pool level, said inactive pool gravitationally below the active pool.