METHOD AND SYSTEM FOR REMOVING PHOSPHORUS BY GASIFICATION

Abstract

A method for removing phosphorus by gasification, the method including: a) providing a membrane bioreactor including a reaction tank and a membrane separation system; b) aerating the reaction tank to control a redox potential in the reaction tank to be higher than −200 mV; and c) controlling the dissolved oxygen concentration around the membrane separation system to be greater than 0 and smaller than 2 mg/L and the dissolved oxygen concentration in the reaction tank excluding the membrane separation system to be greater than 0 and smaller than 1 mg/L, and allowing the dissolved oxygen concentration around the membrane separation system to be higher than the dissolved oxygen concentration in the rest zones of the reaction tank. A phosphorus removal system by gasification includes: a reaction tank, a membrane separation system, a water production system, an aeration system.

Claims

1. A method for removing phosphorus, the method comprising: a) providing a membrane bioreactor comprising a reaction tank and a membrane separation system; b) aerating the reaction tank to control a redox potential in the reaction tank to be higher than −200 mV; and c) controlling a dissolved oxygen concentration around the membrane separation system to be greater than 0 and smaller than 2 mg/L and the dissolved oxygen concentration in the reaction tank excluding the membrane separation system to be greater than 0 and smaller than 1 mg/L, and allowing the dissolved oxygen concentration around the membrane separation system to be higher than the dissolved oxygen concentration in rest zones of the reaction tank.

2. The method of claim 1, wherein a concentration ratio of carbon to phosphorus in the reaction tank is controlled to be larger than 25 by adding a carbon source or a phosphorus source.

3. The method of claim 1, wherein the dissolved oxygen concentration around the membrane separation system is greater than 0 and smaller than 1.5 mg/L and the dissolved oxygen concentration in the reaction tank excluding the membrane separation system to be greater than 0 and smaller than 0.8 mg/L.

4. A phosphorus removal system, comprising: a reaction tank; a membrane separation system; a water production system; and an aeration system; wherein the membrane separation system is disposed in the reaction tank; the water production system communicates with the membrane separation system for drawing a filtrate from the membrane separation system; the aeration system is adapted to aerate the reaction tank and the membrane separation system; the aeration system is configured to control a redox potential in the reaction tank to be higher than −200 mV, a dissolved oxygen concentration around the membrane separation system to be greater than 0 and smaller than 2 mg/L, and the dissolved oxygen concentration in rest zones of the reaction tank to be greater than 0 and smaller than 1 mg/L; and the dissolved oxygen concentration around the membrane separation system is higher than the dissolved oxygen concentration in the rest zones of the reaction tank.

5. The system of claim 4, wherein the dissolved oxygen concentration around the membrane separation system is greater than 0 and smaller than 1.5 mg/L and the dissolved oxygen concentration in the reaction tank excluding the membrane separation system to be greater than 0 and smaller than 0.8 mg/L.

6. The system of claim 4, wherein the membrane separation system adopts a microfiltration membrane or an ultrafiltration membrane.

7. The system of claim 4, wherein the water production system is a suction type water production system or a gravity flow type water production system.

8. The system of claim 4, further comprising a scouring system for scouring the membrane separation system; wherein the scouring system adopts an aeration scouring system or a hydraulic scouring system.

9. The system of claim 8, wherein the scouring system adopts the aeration scouring system; and the membrane separation system is scoured by concentrating an aeration rate around the membrane separation system.

10. The system of claim 4, further comprising a vibration system for vibrating the membrane separation system.

11. The system of claim 4, further comprising a washing system; wherein the washing system adopts backwash system or an ultrasonic washing system.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0023] FIG. 1 is a structure diagram of a phosphorus removal system by gasification in accordance with one embodiment of the invention; and

[0024] FIG. 2 is a structure diagram of a scouring system of a phosphorus removal system by gasification in accordance with one embodiment of the invention.

DETAILED DESCRIPTION OF THE EMBODIMENTS

[0025] For further illustrating the invention, experiments detailing a method and a system for removing phosphorus by gasification in wastewater treatment are described hereinbelow combined with the drawings.

[0026] A phosphorus removal system by gasification in wastewater treatment, as shown in FIG. 1, comprises: a membrane separation system 1, a reaction tank 2, a blower 3, an aeration pipe 4, a water extraction pump 5, a clean water pool 6, a backwash pipe 7, and a water production pipe 8. The membrane separation system 1 is an ultrafiltration membrane. The membrane separation system 1 is disposed inside the reaction tank 2. The water extraction pump 5 communicates with the membrane separation system 1 via the water production pipe 8 for drawing a filtrate from the membrane separation system 1 to the clean water pool 6. The reaction tank and the membrane separation system are aerated by the blower 3 via the aeration pipe 4 to produce a dissolved oxygen concentration gradient in the reaction tank as well as scour the membrane separation system 1 by aeration. The backwash pipe 7 is connected to the clean water pool 6 and the membrane separation system 1, so that the membrane separation system 1 is washed by clean water from the clean water pool 6 according to practical demands.

[0027] It can be understood that the membrane separation system 1 optionally adopts a microfiltration membrane or other membrane assembly well known in the prior art. The reaction tank 2 optionally adopts a reaction tank in the prior art, such as a reaction pool. An aeration system formed by the blower 3 and the aeration pipe 4 can also use other aeration systems in the prior art. The scouring of the membrane separation system 1 can also be realized by hydraulic scouring. A waster production system formed by the water extraction pump 5 and the water production pipe 8 optionally adopts a gravity flow type water production system or other water production systems in the prior art. The water production pipe 8 and the backwash pipe can be two completely independent pipes or share a common part of pipe. A washing system formed by the backwash pipe 7 and the clean water pool 6 can also adopt an ultrasonic washing system or be replaced by other washing systems.

[0028] In addition, the phosphorus removal system by gasification of the invention optionally comprises a vibration system for further preventing the membrane separation system from obstructing by the sludge.

[0029] The aeration system is configured to control a redox potential in the reaction tank to be higher than −200 mV. A dissolved oxygen concentration around the membrane separation system is controlled at greater than 0 and smaller than 1.5 mg/L, and the dissolved oxygen concentration in rest zones of the reaction tank is controlled at greater than 0 and smaller than 0.8 mg/L. The dissolved oxygen concentration around the membrane separation system is higher than the dissolved oxygen concentration in the rest zones of the reaction tank. Phosphorus, a constituent for synthesizing cells, is removed under the action of the microbes by gasification and at the same time the production of hydrogen sulfide is prevented, thereby removing the odor.

[0030] Taken a municipal domestic sewage as an example, a daily treating capacity of the sewage is 300 tons/day, and a water quality of the sewage to be treated is as follows in Table 1:

TABLE-US-00001 TABLE 1 Ammonia COD.sub.Cr BOD.sub.5 nitrogen TN TP Suspended matter (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) 350 186 20 40 3.5 250

[0031] The sewage is treated by the wastewater treatment system of the invention. The sewage is aerated by the blower 3 for controlling the dissolved oxygen and the redox potential. The dissolved oxygen concentration is maintained at between 0.8 and 1.5 mg/L around the membrane separation system, the dissolved oxygen concentration is maintained at between 0.3 and 0.9 mg/L in the rest zones of the reaction tank, and the redox potential is controlled at approximately −150 mV.

[0032] After a duration of cultivation and acclimation under the above control conditions, a microbe community is established. The microbes are intercepted by the membrane separation system and are accumulated in a reaction zone. Phosphorus is absorbed by the microbes from the sewage and becomes a cell constituent, and after the death of the microbes, phosphorus in the cells is removed by gasification under the action of the living microbes in the form of PH.sub.3 and/or P.sub.2H.sub.4. Effluent after treatment is pumped by the water pump out of the reaction system, and the water quality of the effluent is as follows in Table 2:

TABLE-US-00002 TABLE 2 Suspended COD.sub.Cr BOD.sub.5 Ammonia TN TP matter (mg/L) (mg/L) nitrogen (mg/L) (mg/L) (mg/L) (mg/L) 20 2 4 10 0.3 undetected

[0033] Unless otherwise indicated, the numerical ranges involved in the invention include the end values. While particular embodiments of the invention have been shown and described, it will be obvious to those skilled in the art that changes and modifications may be made without departing from the invention in its broader aspects, and therefore, the aim in the appended claims is to cover all such changes and modifications as fall within the true spirit and scope of the invention.