Waste water treatment method and apparatus
Provided is a method and device for a waste water treatment process. In one exemplary embodiment influent waste water and a defined portion of treated effluent water are combined during a first time interval to produce pretreated water. The pretreated water is dosed with selective chemical additives formulated to cause separation of solid and liquid media during a second time interval, producing separated water. Remaining solid media is removed from the separated water with a sludge filter to produce treated effluent water.
1. A waste water treatment process, comprising:
withdrawing a defined quantity of treated effluent water from a pretreatment additive holding tank;
combining influent waste water and the defined quantity of treated effluent water in a first treatment tank during a first time interval to produce pretreated water;
producing separated water by dosing the pretreated water with selective chemical additives formulated to cause separation of solid and liquid media in a second treatment tank during a second time interval;
substantially removing solid media contained in the separated water with a filter to produce treated effluent water;
collecting floating sludge from one of the second or a third treatment tank; and
extracting treated effluent water from the floating sludge, wherein a portion of the treated effluent water combined with influent waste water in the first treatment tank is treated effluent water extracted from the floating sludge.
2. The waste water treatment process of claim 1 , further comprising recharging the pretreatment additive holding tank with the treated effluent water from the filter.
3. The waste water treatment process of claim 1 , wherein the selective chemical additives cause separation of solid and liquid media by encouraging coagulation or floatation of the solid media.
4. The waste water treatment process of claim 1 , further comprising treating the separated water by a dissolved air flotation process in the third tank for a third time interval prior to removing solid media with the sludge filter.
5. The waste water treatment process of claim 1 , wherein the defined quantity of treated effluent water is in the range of five to ten percent of the combined volume of influent waste water treated effluent water.
6. The waste water treatment process of claim 1 , wherein the influent waste water is pumped from a storage tank in an ocean-going ship, and wherein the water treatment process is carried out on a floating barge.
7. The waste water treatment process of claim 6 , wherein the barge comprises a series of tanks disposed one adjacent another in a longitudinal direction of the barge.
8. The waste water treatment process of claim 7 , further comprising discharging treated effluent water from the barge into surrounding water.
9. The waste water treatment process of claim 8 , further comprising post-treating the treated effluent water before discharging it into surrounding water or using it as a pretreatment additive.
10. The water treatment process of claim 9 , wherein the post-treating of the treated effluent water is through the application of radiated energy or a chemical disinfection treatment.
11. The water treatment process of claim 10 , wherein the radiated energy treatment uses ultra-violet radiation, and the chemical disinfection treatment uses chlorine.