Membrane Wastewater Treatment of Combined Sewer Overflows and Sanitary Sewer Overflows

Abstract

A wastewater treatment system includes a biological treatment plant and an auxiliary, non-biological treatment plant. The auxiliary plant receives overflow, which can be sanitary sewer overflow, combined sewer overflow or strictly storm overflow. Treatment is by coagulation and membrane separation, removing most bacteria. Following treatment the outflow can be discharged to streams.

Claims

1. A wastewater treatment system including biological treatment of sanitary sewage, the system including sewerage carrying wastewater to a biological treatment plant, and the system being subject to occasional overflows beyond capacity of the sewerage or of the biological treatment plant, comprising: the biological treatment plant including a liquid side with biological treatment of an incoming stream of wastewater, upstream of and remote from the biological wastewater treatment plant, a diverter for overflow which may be beyond capacity of the sewerage or of the biological wastewater treatment plant, and at least one non-biological overflow and non-chemical/biological treatment plant, positioned to receive overflow from the diverter during a period of an overflow, the non-biological overflow treatment plant including a screen positioned to screen overflow wastewater from the diverter, means for coagulating the screened wastewater downstream of the screen, and a membrane tank receiving the wastewater, the tank having submerged membranes through which coagulated wastewater is directed, the membranes being of a pore size sufficiently small to separate out bacteria, the non-biological overflow treatment plant being without activated carbon or zeolite treatment, whereby the non-biological overflow treatment plant produces a physically/chemically treated permeate outflow to meet discharge requirements for overflow wastewater.

2. The wastewater system of claim 1, wherein the non-biological overflow treatment plant includes means for moving screened material from the screen and adding the screened material to the incoming stream of wastewater to the biological treatment plant.

3. The wastewater system of claim 1, including means for moving solids separated out from the wastewater by the membranes to the incoming stream of wastewater to the biological treatment plant.

4. The wastewater system of claim 1, wherein the biological treatment plant is a solely sanitary sewage treatment plant, not receiving storm water in normal operation.

5. The wastewater system of claim 1, wherein the biological treatment plant is a combined sewage treatment facility, receiving sanitary sewage as well as storm water.

6. The wastewater system of claim 1, wherein the pore size of the membranes in the non-biological overflow treatment plant is in the range of about 0.1 to 0.5 microns.

7. The wastewater system of claim 1, wherein the pore size of the membranes is sufficiently small to remove most bacteria.

8. The wastewater system of claim 1, wherein the screen is positioned upstream of the diverter.

9. The wastewater system of claim 1, wherein the means for coagulating comprises means for adding a coagulant to the screened wastewater upstream of the membrane tank, providing for coagulation to take place in the membrane tank.

10. The wastewater system of claim 1, wherein the membrane tank is an open tank and the non-biological overflow treatment plant includes in the membrane tank a flusher device that fills with wastewater when the membrane tank receives wastewater during a period of an overflow, and releases a sudden flush of wastewater after the overflow event, when the membrane tank has nearly drained, thus removing and draining debris from the tank.

11. The wastewater system of claim 1, further including at least one said non-biological overflow treatment plant receiving first flush stormwater from sewers or runoff streams for a set period of time after onset of a rainfall, irrespective of any overflow event, for treatment of first flush stormwater containing a concentration of toxic materials.

12. A non-biological wastewater treatment plant for treatment of overflow in a sewerage system or for treating first flush stormwater, comprising: a screen positioned to screen incoming wastewater, means for coagulating the screened wastewater downstream of the screen, and a membrane tank receiving the wastewater, the tank having submerged membranes through which the coagulated wastewater is directed, the membranes being of a pore size sufficiently small to separate out bacteria, as the sole means of reducing bacteria in the screened wastewater, whereby the non-biological wastewater treatment plant produces a physically/chemically treated permeate outflow to meet overflow discharge requirements.

13. A wastewater treatment system including biological treatment of sanitary sewage, the system including sewerage carrying wastewater to a biological treatment plant, and the system being subject to occasional overflows beyond capacity of the sewerage or the biological treatment plant, comprising: the biological treatment plant including a liquid side with biological treatment of an incoming stream of wastewater, upstream of and remote from the biological wastewater treatment plant, a diverter for overflow which may be beyond capacity of the sewerage or of the biological wastewater treatment plant, at least one non-biological overflow treatment plant, positioned to receive overflow from the diverter during a period of an overflow, the non-biological overflow treatment plant including a screen positioned to screen overflow wastewater from the diverter, means for coagulating the screened wastewater downstream of the screen, and a membrane tank receiving the wastewater, the tank having submerged membranes through which coagulated wastewater is directed, the membranes being of a pore size sufficiently small to separate out bacteria, and means for adding a disinfectant to the permeate outflow, whereby the non-biological overflow treatment plant produces a physically/chemically treated permeate outflow to meet discharge requirements for overflow wastewater.

14. A method for treating an overflow in a system of sewerage, comprising: providing at least one non-biological overflow treatment plant, positioned in the sewerage system remote from any biological treatment plant, to receive overflow during a period of an overflow, screening the overflow received in the non-biological overflow treatment plant, coagulating the screened wastewater in the non-biological overflow treatment plant, and treating the wastewater in a membrane tank having submerged membranes through which coagulated wastewater is directed, the membranes being of a pore size sufficiently small to separate out bacteria, as the sole means of reducing bacteria in the wastewater, whereby the non-biological overflow treatment plant produces a physically/chemically treated permeate outflow to meet discharge requirements for overflow wastewater.

15. The wastewater treatment system of claim 1, wherein the submerged membranes constitute the sole means of reducing bacteria in the screened overflow wastewater, without disinfectant.

Description

DESCRIPTION OF THE DRAWINGS

[0019] FIG. 1 shows an example of an overflow treatment system of the invention, basically in block diagram form.

[0020] FIG. 2 is similar, but shows an optional tank flushing system in a membrane tank of the overflow treatment system.

DESCRIPTION OF PREFERRED EMBODIMENT

[0021] In FIG. 1 a sewer line is shown at 10. This can be one of several large sewer lines carrying wastewater to a wastewater treatment plant indicated at 12, i.e. a biological treatment facility. In overflow conditions, such as storm flow or periods of excess water entering the system, with a CSO or SSO, overflow enters an overflow line 14, which is usually far upstream and remote from the plant 12. The overflow is screened for large particles, indicated at 16, at an overflow system or plant 17, which is a non-biological treatment facility. As the drawing shows, screened material can be returned to the main sewer interceptor line 10, via an optional return line 18. If no such line is available the screened material can be stored and removed by other means.

[0022] The screened wastewater is admitted to a coagulation/flocculation and membrane tank, basin or vessel 20, with coagulant added, as noted in the block 22 (the term tank is to include any such containment vessel, whether open or closed). The coagulant can be added to the tank 20 or upstream of the tank as indicated. Submerged membranes remove water from the wastewater, and solids remain in the tank until removed. Solids will be removed from the tank 20 via a solids return line 24 as shown, and can be treated in the wastewater treatment plant 12. If the overflow condition is due to storm flow, the solids return can occur during the overflow condition, or the solids can be delivered into the treatment plant after the event. If no such line 24 exists, solids can be stored and processed by other means.

[0023] As noted above, the pore size of the submerged membranes in the tank 20 is small enough to separate out bacteria. For example, the pore size can be in the range of about 0.1 to 0.5 micron.

[0024] Outfall of relatively clean water is shown at 26, for discharge to rivers, streams or lakes. The drawing indicates some CSO/SSO may be discharged without treatment, for jurisdictions where a certain proportion of the outfall can be untreated sewage.

[0025] Note that the overflow treatment system 17 can be effective to treat first flush stormwater. After a certain number of dry days followed by a rain event, the system can be set so that the plant 17 (or several such plants) receives all stormwater collected in area sewers for a short period of time, e.g. several hours or longer, sufficient to receive the toxic storm flush. The system 17 will greatly reduce toxic materials in the water. After such a period the overall system can return to the normal routine as described above, or if the system 17 is independent of any biological treatment system, the rain water can follow its normal path, bypassing the system 17.

[0026] The system in one preferred form, as shown in FIG. 2, includes an integral flushing device to clean the tank 20 following an overflow treatment event. This applies to an open membrane tank 20. Long periods can ensue between such events, and there can be a need for cleaning debris from the tank bottom. After a wet weather event, the tank 20 is drained, and an integral flushing device is used to rinse the tank clean. This could be done several ways, one being in accordance with OVIVO's CWF STORM FLUSH. In that flush system, which has not been used previously in a membrane tank, a storm event fills a tank with overflow water. Water enters a tank flusher device 30 from its open bottom, displacing air from the device 30 through a pipe 32, which bubbles air out through a pipe end 34 that is near the tank bottom. When the storm event ends, liquid drains out via the line 24, but the flusher device 30 retains water due to vacuum. When the water level in the tank falls below the end 34 of the vent pipe, this vents the flusher, which dumps its water quickly, flushing the membrane tank and washing out debris through the sump. Following this the tank can be rinsed with spray water, if desired.

[0027] The non-biological system of the invention treats overflow water, which usually will contain sanitary sewage, with coagulant and membrane filtration as the sole treatment, without requiring any other treatment (such as activated carbon or zeolite or other physical/biological steps), other than possible addition of a disinfectant to the membrane treated water if required in certain jurisdictions. Note that zeolite and activated carbon treatment are considered chemical/biological treatment steps, which are avoided in the invention.

[0028] The above described preferred embodiments are intended to illustrate the principles of the invention, but not to limit its scope. Other embodiments and variations to these preferred embodiments will be apparent to those skilled in the art and may be made without departing from the spirit and scope of the invention as defined in the following claims.