초록 ▼

A wastewater treatment system includes a septic tank having a discharge in flow communication with one or more biofilter containers having filter media therein. Wastewater or effluent from the septic tank is allowed to contact the filter media and each container includes an outlet for discharging th

A wastewater treatment system includes a septic tank having a discharge in flow communication with one or more biofilter containers having filter media therein. Wastewater or effluent from the septic tank is allowed to contact the filter media and each container includes an outlet for discharging the wastewater to the environment or transferred to other treatment facilities.

대표청구항 ▼

What is claimed is: 1. A method of treating wastewater comprising the steps of: a. placing a filtering material consisting essentially of coir in a bio-treatment container having an inlet and an outlet; b. providing an oxygen supply to an interior of said container; c. introducing wastewater influe

What is claimed is: 1. A method of treating wastewater comprising the steps of: a. placing a filtering material consisting essentially of coir in a bio-treatment container having an inlet and an outlet; b. providing an oxygen supply to an interior of said container; c. introducing wastewater influent into said bio-treatment container through said inlet, said influent wastewater having total suspended solids concentration of about 50 millagrams per liter; d. expanding said filtering material with said wastewater influent whereby said filtering material assumes the shape of at least a lower portion of said container; e. percolating said wastewater influent through said coir material and producing an effluent; and, f. removing said effluent from said bio-treatment container. 2. The method of claim 1, said bio-treatment container being a watertight container. 3. The method of claim 1, said influent wastewater having a bio-chemical oxygen demand concentration of about 100 milligrams per liter. 4. The method of claim 1, said inlet being positioned at an upper portion of said bio-treatment container. 5. The method of claim 4, further comprising the step of percolating said influent wastewater downward through said coir material. 6. The method of claim 5, further comprising the step of removing said effluent from a lower portion of said container. 7. A method of treating wastewater, comprising the steps of: a. placing a filtering material consisting essentially of coir in a bio-treatment container having an inlet and an outlet; b. providing an oxygen supply to an interior of said container; c. introducing wastewater influent into said bio-treatment container through said inlet, said influent wastewater having total suspended solids count of about 150 millagrams per liter; d. expanding said filtering material with said wastewater influent whereby said filtering material assumes the shape of at least a lower portion of said container; e. percolating said wastewater influent through said coir material and producing an effluent; and, f. removing said effluent from said bio-treatment container. 8. The method of claim 7, said influent wastewater having a bio-chemical oxygen demand concentration of about 200 milligrams per liter. 9. A method of treating wastewater, comprising the steps of: a. placing a filtering material consisting essentially of coir in a bio-treatment container having an inlet and an outlet, said inlet being positioned at a lower portion of said container; b. providing an oxygen supply to an interior of said container; c. introducing wastewater influent into said bio-treatment container through said inlet; d. expanding said filtering material with said wastewater influent whereby said filtering material assumes the shape of at least a lower portion of said container; e. percolating said wastewater influent through said coir material and producing an effluent; and, f. removing said effluent from said bio-treatment container. 10. The method of claim 9, further comprising the step of percolating said influent wastewater upward through said coir material. 11. The method of claim 10, further comprising the step of removing said effluent from an upper portion of said bio-treatment container. 12. A method of treating wastewater comprising the steps of: a. placing a predetermined volume of a filter material consisting essentially of a coconut coir material in a bio-filter container, said bio-filter container having an inlet and an outlet; b. dosing said coconut coir material with a wastewater influent through said inlet, said influent having an average bio-chemical oxygen demand concentration of between about 100 milligrams per liter and 200 milligrams per liter and an average total suspended solids concentration of between about 50 milligrams per liter and 150 milligrams per liter; c. expanding said coconut coir material with said wastewater influent whereby said coconut coir material assumes the shape of at least a lower portion of said container; d. percolating said wastewater influent through said coir material and producing an effluent; and, e. removing said effluent from said container, said effluent having a total suspended solids concentration of 30 milligrams per liter or less and a bio-chemical oxygen demand concentration of 30 milligrams per liter or less. 13. The method of claim 12, said influent being anaerobically treated wastewater. 14. The method of claim 12, further comprising the step of recirculating a predetermined portion of said effluent to a wastewater treatment system. 15. The method of claim 12, further comprising the step of directing a predetermined portion of said effluent to a drain field. 16. The method of claim 12, further comprising the step of providing an oxygen supply to said bio-treatment container. 17. A method of treating wastewater, comprising the steps of: a. placing at least about one cubic foot volume of coir material in a bio-treatment container having an inlet and an outlet; b. providing an oxygen supply to said bio-treatment container; c. dosing said coir material with wastewater influent through said inlet at a rate of at least about 400 gallons per day; d. expanding said coir material with said wastewater influent whereby said coir material assumes the shape of at least a lower portion of said container. 18. The method of claim 17, further comprising the step of recirculating a predetermined portion of said effluent. 19. A method of treating wastewater comprising the steps of: a. placing a predetermined volume of a filter material consisting essentially of a coconut coir material in a bio-filter container, said bio-filter container having an inlet and an outlet; b. dosing said coconut coir material with a wastewater influent through said inlet; c. expanding said coconut coir material with said wastewater influent whereby said coconut coir material assumes the shape of at least a lower portion of said container; d. percolating said wastewater influent through said coir material and producing an effluent; e. removing said effluent from said container, said effluent having a total suspended solids concentration of 30 milligrams per liter or less and a bio-chemical oxygen demand concentration of 30 milligrams per liter or less, f. said influent having an average bio-chemical oxygen demand concentration of between about 100 milligrams per liter and 200 milligrams per liter and an average total suspended solids concentration of between about 50 milligrams per liter and 150 milligrams per liter. 20. The method of claim 19, said inlet being positioned at an upper portion of said bio-treatment container. 21. The method of claim 19, further comprising the step of percolating said influent wastewater downward through said coir material. 22. The method of claim 19, further comprising the step of removing said effluent from a lower portion of said container. 23. The method of claim 19, said influent being anaerobically treated wastewater.