초록 ▼

An aerobic treatment of waste water is accomplished in such a manner as to effectively reduce the emission of volatile organic compounds contained therein by first re-introducing oxygen containing gas previously used in the process as supplemented with additional oxygen containing gas to fulfill mak

An aerobic treatment of waste water is accomplished in such a manner as to effectively reduce the emission of volatile organic compounds contained therein by first re-introducing oxygen containing gas previously used in the process as supplemented with additional oxygen containing gas to fulfill make-up requirements during the operation. The reuse is effected in an enclosed vessel having a lower sparging compartment within which both a suitable quantity of mixed reused and make-up gas is thoroughly mixed with contaminated waste water being introduced therein for treatment. The thus humidified gas and preliminarily treated waste water are then moved upwardly within and through a central biological growth area, and the treated waste water is formed as a liquid level in an upper compartment and removed through a trap therefrom to maintain a water level therein and collect the resultant treated oxygen containing gas above the water level. A portion of the oxygen containing gas containing volatiles therein may be vented and the main portion that is released above the water level is continuously removed from a chamber area above the water level, and progressively mixed with a suitable quantity of make-up oxygen containing gas, and then introduced into the sparging chamber for continuing the operation.

대표청구항 ▼

A submerged biological process for aerobic treatment of waste water within a single closed vessel to, after one preliminary throughput therethrough, in subsequent waster water through-puts therethrough, maximize a reduction in atmospheric emission of biodegradable volatile organic compounds containe

A submerged biological process for aerobic treatment of waste water within a single closed vessel to, after one preliminary throughput therethrough, in subsequent waster water through-puts therethrough, maximize a reduction in atmospheric emission of biodegradable volatile organic compounds contained in the waste water wherein the vessel has an enclosed bottom sparging chamber surmounted by an upper cross-extending grid whose upper reaches define the bottom of an enclosed intermediate chamber containing microorganism-coated packing material, the intermediate chamber is in turn surmounted by an enclosed upper chamber having a lower level open to the intermediate chamber for in its lower reaches receiving, collecting and discharging treated waste water therefrom and having an upper level for receiving volatile organics released from the waste water and also for receiving an inert and oxygen containing treating gas mixture that has been introduced along with the waste water into the sparging chamber which comprises, initially introducing an oxygen and inert gas mixture into the bottom sparging chamber through course bubble distributor while simultaneously introducing contaminated waste water into the same chamber and thoroughly mixing the gas mixture and waste water therein while forming bubbles in the waste water, moving the mixture of gas and waste water upwardly through the grid into the intermediate chamber and through the packing material therein while subjecting said gas and water mixture to biological treatment therein, moving said gas and water mixture as well as biodegradable organic gas released from the waste water upwardly from the intermediate chamber into the upper chamber while separating said gases from the waste water, and taking a portion of a mixture of the now processed oxygen containing gas and released biodegradable organic gas from the upper chamber and introducing them with a make-up amount of oxygen-containing gas into the sparging chamber and repeating the previously defined treating and upward movement of the waste water within the chambers, and discharging a remaining portion of the final gas mixture from the upper chamber, all in such a manner as to effectively reduce and minimize the volatile organic gas content of the treated waste water as well as degrade the amount of volatile organic gas in the oxygen and inert gas mixture that is collected in and then discharged from the upper chamber.