Equipment for treating waste water

• US 4,824,563 A
• Filed: 07/28/1986
• Issued: 04/25/1989
• Est. Priority Date: 12/04/1985
• Status: Expired due to Term

• Current Assignee: Kabushiki Kaisha Meidensha (Meidensha Corporation)
• Original Assignee: Kabushiki Kaisha Meidensha (Meidensha Corporation)
• Inventors: Fujiu, Masao, Iwahori, Keisuke
• Primary Examiner(s): Wyse, Tom
• Application Number:
  US06/889,754
• Time in Patent Office: 1,002 Days
• Field of Search: 210/201, 210/202, 210/209, 210/218, 210/220, 210/221.1, 210/603, 210/605, 210/615-618, 210/624, 210/631, 210/760, 210/150, 210/151, 210/192, 210/195.1, 210/196 , 210/205-208
• US Class Current: 210/195.1
• CPC Class Codes: C02F 1/006 Water distributors either inside a treatment tank or directing the water to several treatment tanks; Water treatment plants incorporating these distributors, with or without chemical or biological tanks for settling tanks B01D21/24
• CPC Class Codes: C02F 1/78 with ozone C02F1/4672 takes precedence
• CPC Class Codes: C02F 3/302 Nitrification and denitrification treatment C02F3/308 takes precedence
• CPC Class Codes: C02F 3/34 characterised by the microorganisms used

Abstract

In the method of treating high-concentration organic waste water in dependence upon microorganism, waste water is first anaerobically treated in an anaerobic operation tank in dependence upon anaerobic bacteria groups and methane bacteria groups; in the second step, the waste water is further aerobically treated repeatedly in an aerobic operation tank, and an organic substance as hydrogen donor (raw waste water) is supplied to the aerobic operation tank before the succeeding aerobic treatment; in the third step, ozone treatment is effected to decolor the treated water. Two speed bacteria culture tanks for sludge bacteria and methane bacteria are provided separately to supply bacteria to the anaerobic operation tank for providing further reliable decomposition and denitrification of organic substance into methane and nitrogen gasses.

Claims

1. An equipment for treating waste water comprising:

(a) a source of waste water including organic substances;

(b) an anaerobic tank having a flow path having an inlet connected to the waste water source for having a supply of the waste water from the waste water source, the flow path having an outlet;

(c) means for supplying anaerobic bacteria into the flow path at a first position for anaerobically treating the waste water;

(d) at least one biological contact zone provided in the flow path at a second position downstream of the first position;

(e) a bacteria culture tank for culturing methane bacteria;

(f) means for supplying the cultured methane bacteria from the bacteria culture tank to the at least one biological contact zone to further anaerobically treat the waste water passing the at least one biological contact zone;

(g) an aerobic tank connected to the outlet of the flow path of the anaerobic tank for having a supply of the waste water from the anaerobic tank, the aerobic tank containing activated sludge including aerobic bacteria for aerobically treating the waste water discharged from the anaerobic tank; and

(h) means for discharging the treated waste water from the aerobic tank.

2. The equipment as claimed in claim 1, wherein the bacteria culture tank contains a culture liquid peculiar to the methane bacteria and the bacteria culture tank has means for receiving a supply of the waste water from the waste water source.

3. The equipment as claimed in claim 2, wherein the cultured methane bacteria supplying means includes means for supplying the cultured methane bacteria intermittently to the at least one biological contact zone.

4. The equipment as claimed in claim 1, which includes a bacteria culture tank for culturing the anaerobic bacteria to be supplied into the flow path at the first position.

5. The equipment as claimed in claim 1, which includes means for recirculating the treated waste water from the aerobic tank into the anaerobic tank.

6. The equipment as claimed in claim 1, which includes means provided in the aerobic tank for agitating the waste water with the activated sludge at predetermined time intervals and means for introducing air into the aerobic tank at predetermined time intervals.

7. The equipment as claimed in claim 1, which includes means for introducing waste water from the waste water source into the aerobic tank.

8. The equipment as claimed in claim 1, wherein the treated waste water discharging means includes a floating body floating on the waste water in the aerobic tank, a flexible pipe secured to the floating body to have an inlet positioned below the level of the waste water in the aerobic tank, and a filter attached to the flexible pipe for preventing contaminants from reaching the flexible pipe.

9. The equipment as claimed in claim 1, which includes an ozonizing tank connected through the treated waste water discharging means to the aerobic tank, means for supplying the treated waste water through the treated waste water discharging means into the ozonizing tank, and means for introducing ozone gas into the ozonizing tank to ozonize the treated waste water.

10. The equipment as claimed in claim 9, which includes means for returning a part of the waste water from the ozonizing tank into the anaerobic tank.

11. The equipment as claimed in claim 9, wherein the ozone gas introducing means includes a source of ozone gas for supplying ozone gas under a pressure, a circulation conduit having an inlet opening into the ozonizing tank and an outlet opening into the ozonizing tank, and an ejector pump provided in the circulation conduit, the ejector pump having an inlet connected to the ozone gas source for injecting the ozone gas under a high pressure to circulate the waste water through the circulation conduit.

12. The equipment as claimed in claim 11, wherein the treated waste water discharging means is connected to the circulation conduit at a position upstream of the ejector pump.

13. The equipment as claimed in claim 11, wherein the treated waste water discharging means includes a floating body floating on the waste water in the aerobic tank, a flexible pipe secured to the floating body to have an inlet positioned below the level of the waste water in the aerobic tank, and a filter attached to the flexible pipe for preventing contaminants from reaching the flexible pipe.

14. The equipment as claimed in claim 13, wherein the flexible pipe is connected to the circulation conduit at a position upstream of the ejector pump.