DE202016104996U1 - Ship wastewater treatment plant with bio-enzymes and ultraviolet rays - Google Patents

Abstract

Marine wastewater treatment plant having bio-enzymes and ultraviolet rays, characterized in that the ship's wastewater treatment plant comprises a tank body and a flocculation settling tank, wherein zeolite vegetable filler material is disposed in the flocculation settling tank, the shell being supported on a side of the flocculation settling tank remote from the tank body an associated waste collection container, and wherein the waste collection container is connected to a water inlet pipe; that two vertical partition walls dividing the inner space into a bio-enzyme processing unit, an ultraviolet-disinfecting unit and an outflow unit are spaced apart from the container body, the bio-enzyme processing unit and the lower part the unit for ultraviolet disinfection are connected to each other, wherein the unit for ultraviolet disinfection and the upper part of the unit for outflow are connected to each other, wherein the flocculation settling tank is connected through a pipe with the unit for processing of bio-enzymes, wherein Bio Enzyme filling material is disposed in the bio-enzyme processing unit, wherein exhaust ports are disposed at the upper end of the bio-enzyme processing unit and on the flocculation settling tank, and wherein the exhaust ports are connected to an exhaust pipe; a drain valve is disposed respectively at the lower end of the flocculation settling tank, the bio-enzyme processing unit and the ultraviolet-disinfecting unit, an outflow port connected to a drainage pipe being disposed in the lower part of the unit for outflow; a filter is placed at the top of the dividing wall between the ultraviolet disinfection and outflow unit.

Description

Technical area

The present utility model relates to a water treatment plant, in particular a ship's wastewater treatment plant with bio-enzymes and ultraviolet rays.

State of the art

In view of "ship's wastewater treatment", "biochemical process, chemical reduction, electrolysis process, catalytic oxidation, membrane process, reverse osmosis, high temperature gasification" currently exist as the general methods of existing domestic integrated water treatment devices. Because of the huge system, some procedures are often used simultaneously in combination. In this respect, the usual phenomena such as complicated technological processes, numerous treatment plants or devices, fiddly management systems, large operating costs. As the results of the problems occur, for example, large investment costs, personnel surplus in the management, high demands on technical training and high material and energy consumption. Because of the constraints such as operational difficulties, operating costs, maintenance of the devices, the common marine sewage apparatus can be made so difficult after the transfer of most engineering work from plants that it causes complete paralysis of the system. The treatment effects are all not optimal.

Content of the utility model

In view of the present problems of the prior art, the present utility model provides a marine wastewater treatment plant with bio-enzymes and ultraviolet rays.

The technical solution of the present utility model is as follows: bio-enzyme and ultraviolet-ray marine sewage treatment plant comprising a tank body and a flocculation settling tank, wherein zeolite vegetable filler material is placed in the flocculation settling tank, the shell being on a side of the flocculation settling tank Flocculation settling tank is provided with an associated waste collection container, and wherein the refuse collection container is connected to a water inlet pipe;
two vertical partitions dividing the inner space into a bio-enzyme processing unit, an ultraviolet-disinfecting unit and an outflow unit are spaced apart from the container body, the bio-enzyme processing unit and the lower part of the container Unit for ultraviolet disinfection are connected to each other, wherein the unit for ultraviolet disinfection and the upper part of the unit for outflow are connected to each other, the flocculation settling tank is connected by a pipe to the unit for processing of bio-enzymes, Enzyme filling material is disposed in the bio-enzyme processing unit, wherein exhaust ports are disposed at the upper end of the bio-enzyme processing unit and on the flocculation settling tank, and the exhaust port is connected to the exhaust pipe;
a drain valve is disposed respectively at the lower end of the flocculation settling tank, the bio-enzyme processing unit and the ultraviolet-disinfecting unit, and an outflow port connected to a drainage pipe is disposed in the lower part of the unit for outflow;
a filter is placed at the top of the dividing wall between the ultraviolet disinfection and outflow unit.

The advantageous effects of the present utility model are as follows: the present utility model has a simple structure and small device investment. In view of "ship's wastewater", only the first-stage physicochemical treatment and treatment by basins are needed for biochemical processes. As a result, the treated wastewater meets the state emission standards of the industries concerned. Because of the easy process and because of the convenient operation and management can be operated by simple training these facilities properly. In this respect, the operation "for dummies" can be realized, so that the usual phenomena such as complicated technological processes, numerous treatment plants or devices, fiddly management systems, large operating costs are eliminated. With the less resulting sludge and the favorable treatment, the present utility model is also applicable to domestic wastewater treatment and has a very good practicability.

Short description of the drawing

1 shows a schematic structural view of the present utility model.

Detailed embodiments

As an embodiment of the present utility model is a Marine wastewater treatment plant with respect to bio-enzymes and ultraviolet rays 1 shown comprising a container body and a flocculation settling tank 3 , wherein vegetable zeolite filler, which is vegetable artificial zeolite, in the flocculation settling tank 3 is arranged. Preferably, Wainwright biological zeolite (patent number: 201010151086.x) is selected and used as a vegetable artificial zeolite. The top on a side of the flocculation settling tank remote from the tank body is connected to a refuse collection bin connected thereto 2 provided, the garbage collection container 2 with a water inlet pipe 1 connected; Wastewater flows through the water inlet pipe 1 in the garbage collection container 2 and flows after filtering from the larger waste then into the flocculation settling tank 3 one.

Two vertical partitions that form the interior of a unit for processing of bio-enzymes 4 , a unit for ultraviolet disinfection 5 and a unit for outflow 12 are arranged at a distance from the container body, wherein the unit for processing of bio-enzymes 4 and the bottom of the unit for ultraviolet disinfection 5 connected to each other, the unit for ultraviolet disinfection 5 and the top of the unit for outflow 12 connected to each other, wherein an ultraviolet disinfection unit in the unit for ultraviolet disinfection 5 is arranged. The flocculation settling tank 3 is through a pipe with the unit for processing of bio-enzymes 4 connected, with bio-enzyme filling material in the unit for processing of bio-enzymes 4 is arranged, with exhaust openings 11 at the top of the Bio-Enzyme Processing Unit 4 and on the flocculation settling tank 3 are arranged, and wherein the exhaust openings 11 are connected with an exhaust pipe; a drain valve 13 is at the bottom of the flocculation settling tank 3 , the unit for processing of bio-enzymes 4 and the unit for ultraviolet disinfection 5 arranged, with an outflow opening, which with a drainage pipe 10 is connected, in the lower part of the unit for outflow 12 is arranged; a filter 6 is at the top of the dividing wall between the unit for ultraviolet disinfection 5 and outflow 12 arranged.

The drainage valves 13 and a lifting pump for sludge discharge 9 one after the other are on the drainage pipe 10 arranged, whereby the drainage after water treatment is simplified. A water level controller 7 is in the unit for outflow 12 arranged, whereby the regulation of the water level is simplified therein.

The present utility model still includes a flushing pipe 14 , wherein the flushing pipe 14 and the drainage pipe 10 are connected to each other, and wherein the drain valve 13 at the bottom of the flocculation settling tank 3 , the unit for processing of bio-enzymes 4 and the unit for ultraviolet disinfection 5 each with the flushing pipe 14 connected. The water treatment closes the drainage valves 13 at the bottom of the flocculation settling tank 3 , the unit for processing of bio-enzymes 4 and the unit for ultraviolet disinfection 5 ; and after the water treatment opens the present drainage valves 13 to drain the remaining water and mud. Through the flushing pipe 14 It is easier to drain the remaining water or mud.

The present utility model still includes a blower 8th , where the blower 8th through a pipe with the unit for processing of bio-enzymes 4 is connected, and wherein the output of the tube in the lower part of the unit for processing of bio-enzymes 4 located. The blower allows oxygen to be added to the bio-enzyme processing unit 4 to keep bio-enzymes in complete contact with wastewater.

The working method of the present utility model is as follows: in the flocculation settling tank 3 Wainwright is arranged biological zeolite. By physical deposition, the organic pollutants, colloids, and particulate matter such as BOD5, CODcr, NH3-N, SS can be separated in the wastewater and removed. According to the experiments shows that more than 90 percent of COD in this process are removed. The concentration of pollutants and hazardous substances in refractory water at a high concentration can be determined after treatment of the flocculation settling tank 3 significantly reduce. Using the Bio-Enzyme Processing Unit 4 The micro-organisms with specific functions after taming, enrichment, separation, selection and breeding are integrated into the processing unit of bio-enzymes 4 firmly attached. Thus, the potentials of microorganisms can completely affect. The portability and degradability of microorganisms against toxic substances can be increased, and also the effect of the biological treatment of refractory organisms is improved. In this respect, the pollutants are further removed in the wastewater. Subsequently, the suspended matter in the water through the filter 6 removed in the next step. Finally, the effluent after ultraviolet disinfection, the quality of which already meets the emission standards, is discharged through the sewage lifting pump.

Claims (2)

Marine wastewater treatment plant having bio-enzymes and ultraviolet rays, characterized in that the ship's wastewater treatment plant comprises a tank body and a flocculation settling tank, wherein zeolite vegetable filler material is disposed in the flocculation settling tank, the shell being supported on a side of the flocculation settling tank remote from the tank body an associated refuse collection container, and wherein the refuse collection container is connected to a water inlet pipe; that two vertical partition walls dividing the inner space into a bio-enzyme processing unit, an ultraviolet-disinfecting unit and an outflow unit are spaced apart from the container body, the bio-enzyme processing unit and the lower part the unit for ultraviolet disinfection are connected to each other, wherein the unit for ultraviolet disinfection and the upper part of the unit for outflow are connected to each other, wherein the flocculation settling tank is connected through a pipe with the unit for processing of bio-enzymes, wherein Bio Enzyme filling material is disposed in the bio-enzyme processing unit, wherein exhaust ports are disposed at the upper end of the bio-enzyme processing unit and on the flocculation settling tank, and the exhaust ports are connected to an exhaust pipe; a drain valve is disposed respectively at the lower end of the flocculation settling tank, the bio-enzyme processing unit and the ultraviolet-disinfecting unit, an outflow port connected to a drainage pipe being disposed in the lower part of the unit for outflow; a filter is placed at the top of the dividing wall between the ultraviolet disinfection and outflow unit. A marine biogas and ultraviolet-ray marine sewage treatment plant according to claim 1, characterized in that said drainage valves and a mud discharge lifting pump are respectively sequentially disposed on the drainage pipe, and a water level controller is disposed in the discharge unit.

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