WO2009116479A1 - 水処理装置給水配管の洗浄方法 - Google Patents
水処理装置給水配管の洗浄方法 Download PDFInfo
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- WO2009116479A1 WO2009116479A1 PCT/JP2009/055004 JP2009055004W WO2009116479A1 WO 2009116479 A1 WO2009116479 A1 WO 2009116479A1 JP 2009055004 W JP2009055004 W JP 2009055004W WO 2009116479 A1 WO2009116479 A1 WO 2009116479A1
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- WIPO (PCT)
- Prior art keywords
- water
- pipe
- air
- backwash
- cleaning
- Prior art date
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B08—CLEANING
- B08B—CLEANING IN GENERAL; PREVENTION OF FOULING IN GENERAL
- B08B9/00—Cleaning hollow articles by methods or apparatus specially adapted thereto
- B08B9/02—Cleaning pipes or tubes or systems of pipes or tubes
- B08B9/027—Cleaning the internal surfaces; Removal of blockages
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
- C02F1/004—Processes for the treatment of water whereby the filtration technique is of importance using large scale industrial sized filters
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/006—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
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/74—Treatment of water, waste water, or sewage by oxidation with air
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/42—Treatment of water, waste water, or sewage by ion-exchange
- C02F2001/425—Treatment of water, waste water, or sewage by ion-exchange using cation exchangers
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/38—Gas flow rate
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/04—Disinfection
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/16—Regeneration of sorbents, filters
Definitions
- the present invention relates to a method for cleaning a water treatment apparatus water supply pipe, and in particular, a method for efficiently washing a water treatment apparatus water supply pipe such as a filtration apparatus for filtering organic substance-containing water that contains a large amount of organic matter and easily proliferates with microorganisms.
- a water treatment apparatus water supply pipe such as a filtration apparatus for filtering organic substance-containing water that contains a large amount of organic matter and easily proliferates with microorganisms.
- the filtration device captures and removes impurities such as SS from the filter bed formed by filling the filter with sand, anthracite, and other filter media.
- a filtration operation in which treated water is obtained by passing water and backwashing in which backwashing water is introduced into the filter and SS and the like captured by the filter bed are discharged are alternately performed (for example, Patent Document 1).
- microorganisms contained in the raw water and captured in the filter bed, or microorganisms grown in the filter bed should be washed back. Washed away.
- the microorganisms that have grown and adhered to the raw water supply pipe from the raw water tank to the filter are not washed away by backwashing, but as a result of the microorganisms growing over time, the water supply pipe is blocked or attached to the pipe. Microorganisms clump into the filter. Although the clogging of the pipe itself is a serious problem, when the microbial mass separated from the pipe flows into the filter, its specific gravity is close to that of the filter medium, so that it is difficult to discharge by normal backwashing. Then, as a result of forming a mud ball with the viscous material produced by the microorganisms accumulated in the filter and the filter medium, the filter performance is reduced due to the clogging of the filter bed and the short path of the filter medium.
- Patent Document 1 is a combination of backwashing with air and backwashing with an alkali and / or acid.
- backwashing water is Since the water flows in the reverse direction in the filter and is discharged from the filter, the water supply pipe cannot be washed.
- the above-mentioned problems related to cleaning of water supply pipes are not limited to filtration devices, and practically, the filtration function is provided by water treatment materials such as ion exchange resins and activated carbon, such as ion exchangers, water softeners, and activated carbon towers. It is a problem common to all devices that are played and backwashed regularly or as needed.
- the present invention solves the above-mentioned conventional problems, can sufficiently wash the water supply piping of a water treatment device such as a filtration device, and even when used for treatment of organic matter-containing water in which microorganisms are likely to grow, It is an object of the present invention to provide a water treatment apparatus water supply pipe cleaning method capable of stably continuing treatment over a long period of time.
- the water treatment apparatus water supply pipe cleaning method of the present invention includes a water treatment apparatus main body filled with a water treatment material and backwashed periodically or as necessary, and the water treatment apparatus main body.
- the air mixed water is located upstream of the connection portion between the backwash drainage pipe and the water supply pipe.
- Backwash drainage that drains backwash drainage from the backwash drainage pipe through the connection. Characterized by washing the water supply pipe by a
- the amount of air injected into the water supply pipe in the air cleaning step is 4 to 10 L / min per 1 cm 2 of the cross-sectional area of the water supply pipe, and the cleaning time of the air cleaning process is expressed by the following formula (I 3) or more than the reference time T (minutes) calculated in (2).
- T ⁇ S ⁇ L ⁇ 0.001 / W ⁇ (I) (However, S is the cross-sectional area (cm 2 ) of the water supply pipe, L is the length (cm) of the water supply pipe through which the air-mixed water flows, and W is the water flow rate (L / min) during cleaning.)
- a final cleaning step of supplying raw water to the water treatment device main body through the water supply pipe and discharging outflow water from the water treatment device main body out of the system may be performed. Item 3).
- a process water pipe air washing step of supplying air mixed water to the process water pipe and discharging it outside the system may be performed (claim 4).
- a backwash water pipe air washing step of supplying air mixed water to the backwash water pipe and discharging it outside the system may be performed (Claim 5).
- the backwash water pipe is connected to the water treatment device main body. If the device is structured to be connected to the treated water pipe in the vicinity of the treated water discharge port, the mixed water is supplied from the backwash water pipe to the treated water pipe through the connection between the backwash water pipe and the treated water pipe.
- a backwash water pipe and a treated water pipe air washing step for discharging water to the outside of the system after passing the water in the treated water flow direction may be performed.
- examples of the main body of the water treatment apparatus include the following (claims 7 to 10).
- Filter with a filter medium filled as a water treatment material (2) Ion exchange tower filled with ion exchange resin as water treatment material (3) Water softener filled with ion exchange resin as water treatment material (4) Activated carbon tower filled with activated carbon as water treatment material
- Such a method for cleaning a water treatment apparatus water supply pipe of the present invention can be applied to, for example, cleaning of a water supply pipe of a water treatment apparatus using organic substance-containing water as raw water (claim 11).
- the upstream side of the connection part of the backwash drainage pipe of the water supply pipe is washed with air mixed water and adhered to the inner wall of the pipe It is possible to efficiently remove and wash contaminants such as the like and discharge them from the backwash drainage pipe outside the system.
- the air-mixed water flows only to the connection part of the backwash drainage pipe of the water supply pipe, and the water supply pipe from this connection part to the water treatment apparatus main body is not cleaned.
- connection part The pipe length from this connection part to the water treatment device main body is short, and the necessity for washing of this part is low, but impurities such as microorganisms separated during air washing flow into this part, and further, the water treatment apparatus There is a risk of flowing into the body.
- backwash water is supplied to the water treatment device main body, and the backwash drainage from the water treatment device main body is discharged from the backwash drainage pipe through the connecting portion.
- the water supply pipe between the filter body and the connection part and the inside of the water treatment apparatus body can be washed, and contaminants such as microorganisms separated into the part flow into the part during air washing. However, this can be effectively discharged out of the system through the backwash drainage pipe.
- the amount of air injected into the water supply pipe in the air cleaning process is 4 to 10 L / min per 1 cm 2 of the cross-sectional area of the water supply pipe, and the cleaning time in the air cleaning process is calculated by the following formula (I).
- T (min) 3 times or more, more efficient cleaning can be performed and a high cleaning effect can be obtained (claim 2).
- T ⁇ S ⁇ L ⁇ 0.001 / W ⁇ (I) (However, S is the cross-sectional area (cm 2 ) of the water supply pipe, L is the length (cm) of the water supply pipe through which the air-mixed water flows, and W is the water flow rate (L / min) during cleaning.)
- the treatment water pipe air washing process that supplies air mixture water to the treatment water pipe and discharges it outside the system periodically or as needed further removes contaminants such as microorganisms in the treatment water pipe. Cleaning can be performed (Claim 4).
- the backwash water pipe supplies air mixed water to the backwash water pipe and discharges it outside the system. Contaminants in the pipe can be prevented from flowing into the water treatment apparatus main body together with the backwash water in the backwash process (Claim 5).
- the air mixed water is passed from the backwash water pipe to the treated water pipe through the connecting portion of the treated water pipe and the backwash water pipe, and then discharged out of the system.
- the treated water pipe can be washed together with the backwash water pipe (Claim 6).
- air cleaning process 1 the process of performing air cleaning of the water supply piping of the water treatment apparatus
- air cleaning the process of performing air cleaning of the treated water piping and backwash water piping of the water treatment apparatus
- Step 2 the process of performing air cleaning of the treated water piping and backwash water piping of the water treatment apparatus
- Step 3 Air Cleaning Step 3
- FIGS. 1 to 5 are system diagrams of a filtration device showing an embodiment of a water treatment device water supply pipe cleaning method of the present invention.
- FIG. 2 shows an air cleaning step 1 (water supply pipe air according to the present invention).
- FIG. 3 is a diagram showing an air cleaning step 2 (backwash water piping and treated water piping air cleaning step) according to the present invention, and
- FIG. 4 is a backwashing according to the present invention.
- FIG. 5 is a diagram illustrating a finishing cleaning process according to the present invention. 2 to 5, the pipe through which the fluid flows is shown by a solid line that is thicker than the pipe through which no fluid flows. The valve through which the fluid flows is painted black.
- 1 to 5 1 is a raw water tank, 2 is a filter, 3 is a treated water tank, P 1 is a raw water pump, P 2 is a backwash pump, V 1 and V 7 are air inlet valves, and V 2 is a filtration inlet valve. , V 3 is filtered outlet valve, V 4 is the backwash outlet valve, V 5 is backwashing inlet valve, V 6, V 8 is washed outlet valve, V 9 is a process water tank inlet valve.
- Reference numerals 11 to 23 denote pipes.
- X 1 to X 5 denote pipe connections.
- the air injection pipe 16 is provided in the discharge portion near the raw water pump P 1, usually, the pipe distance between the connecting portion X 1 and raw water discharge portion of the pump P 1 of a water supply pipe 12 and the air injection pipe 16 Is 50 cm or less. Further, the pipe distance piping (backwash drain pipe) 17 and the connecting portions X 2 and the water supply pipe 12 and the raw water inlet 2A of the filter 2 for discharging the backwash effluent, i.e., the length of the pipe 13 is usually 20 About 200 cm.
- the air injection pipe 21 is provided in the discharge portion near the backwash pump P 2, usually connecting portion X 4 and backwash discharge portion of the pump P 2 of the air injection pipe 21 and the backwash water pipe 19 And the piping distance is 50 cm or less. Further, the pipe distance between the backwash water pipe 19 and the connecting portion X 3 of the treated water pipe 15 and the treated water outlet 2B of filter 2, i.e., as the length of the pipe 14 is usually about 20 to 200cm The backwash water pipe 19 is provided in the vicinity of the treated water discharge port 2B of the filter 2 in the treated water pipe.
- the air injection pipe is connected to the discharge side of the pump so that air does not enter the pump in any water treatment apparatus, not limited to the filtration apparatus of FIGS.
- Air cleaning process 1 water supply pipe air cleaning process
- Fig. 2 While operating the raw water pump P 1, an air inlet valve V 1 and the backwash outlet valve V 4 opened, the filtration outlet valve V 3 and the process water tank inlet valve V 9 is closed (i.e., the air inlet valve V 1, and filtered an inlet valve V 2 only backwash outlet valve V 4 opened, the other valves closed), from the air injection pipe 16, by injecting compressed air into the water supply pipe 12, water supply pipe to the gas-liquid mixed fluid of the raw water and the air 12 The air is washed with air and the washing waste water is discharged from the pipe 17.
- the raw water is flowing through the normal filtration water supply pipe 12 in operation at the same flow rate, and air blown from the air injection pipe 16 provided in the immediate vicinity of the raw water pump P 1 raw water Metropolitan
- turbulent flow is generated in the pipe 12, and contaminants such as microorganisms attached to the inner wall of the pipe 12 are peeled and removed.
- the gas-liquid mixed flow containing impurities such as the separated microbial mass flows through the filtration inlet valve V 2 and further flows into the pipe 13, but the backwash outlet valve V 4 is opened, and the other Since the valves V 3 , V 5 , and V 6 are closed, they hardly enter the filter 2 and are discharged out of the system through the pipe 17.
- the cleaning water for the air-mixed water in the air cleaning step 1 is not limited to raw water, but may be filtered water or water of another system.
- Pause process 1 After the air cleaning step 1, the next cleaning step may be performed immediately or a pause step may be interposed. The presence or absence of the pause process does not particularly affect the cleaning effect.
- all the valves are closed and the raw water pump P 1 and the backwash pump P 2 are stopped.
- Air washing process 2 back washing water pipe and treated water pipe air washing process
- the treated water pipe and the backwash water pipe through which the treated water circulates are not as large as the feed water pipe, but there is a risk that microorganisms will grow and contaminate may adhere, especially in the backwash water pipe. If the adhering contaminants peel off at the time of backwashing and flow into the filter 2, it causes secondary contamination.
- the treated water pipe and the backwashed water pipe when treated water is used as the backwashed water are air-washed with air-mixed water to remove and remove contaminants, and then discharged out of the system.
- the gas-liquid mixed flow containing impurities such as the separated microbial mass flows further into a part of the pipe 23, but the treated water tank 3 is closed by closing the treated water tank inlet valve V 9 provided in the vicinity of the treated water tank inlet. It hardly enters the inside and is discharged out of the system through the pipe 22.
- the air washing step 2 of the backwash water pipe, the connection section and the backwash water pipe 19 portion between X 4 and the connecting portion X 3, among the treated water pipe, the connection portions X 3 and the connecting portion X part of the treated water pipe 15 between the 5 is air cleaned.
- the pipe 14 between the connecting portions X 3 and the treated water outlet 2B of filter 2 also, the length of the pipe 14 is at most about 20 ⁇ 200 cm, even the problem during this time the non-cleaning section Absent.
- the pipe 23 between the treated water inlet 3A of the connecting portions X 5 and the processing water tank 3 is also provided in the treated water inlet 3A near the connection portions X 5, a length of tubing 23 500 cm or less, preferably 100 By setting it to ⁇ 200 cm, the non-cleaning part can be almost eliminated.
- This air washing step 2 is performed prior to the back washing step in order to prevent contaminants in the back washing water pipe from flowing into the filter 2 during the back washing step. If so, it may be before or after the air cleaning step 1.
- the air cleaning step 2 can be performed simultaneously with the air cleaning step 1, but is usually performed separately.
- the backwash water pipe and the treated water pipe are simultaneously air washed, but the backwash water pipe and the treated water pipe may be washed separately.
- the air inlet valve V 7 and backwash inlet valve V 5 a cleaning outlet valve V 6 is opened, other valves activates the backwash pump P 2 is closed (the raw water pump P 1 is stopped), an air injection pipe the gas-liquid mixed fluid of treated water from the compressed air and the treatment water tank 3 from 21 and air washing by passing the backwash water pipe 19, to discharge the washing water discharge to the outside of the system from the pipe 20 via connection X 3
- the backwash water pipe 19 can be washed.
- pours air into the treated water piping 15 is provided like the air washing process 2 in below-mentioned Embodiment 2, the air inlet valve of this air injection piping, and filtration
- the inlet valve V 2 , the filtration outlet valve V 3 , and the washing outlet valve V 8 are opened, the other valves are closed, the raw water pump P 1 is activated, the backwash pump P 2 is stopped, and the raw water is passed through the pipe 12 and the pipe 13.
- the treated water pipe 15 is cleaned with air. it can.
- the cleaning of only the backwashing water pipe is performed after the backwashing process of cleaning the water supply pipe 13. It is preferable to carry out, and further, it may be carried out after the finishing cleaning step described later.
- the cleaning water for the air mixed water in the air cleaning step 2 is not limited to the treated water, but may be raw water or water of another system.
- this air cleaning step 2 is not essential and can be omitted as appropriate. That is, the raw water supply pipe needs to be cleaned relatively frequently because the microbial mass (mud ball) grown in the raw water tank 1 flows in, but the filtered water of the raw water circulates. Treated water piping and backwash water piping are less prone to microbial growth than raw water supply piping. For this reason, the air washing process 2 for washing the backwash water pipe and the treated water pipe is performed at a lower washing frequency than the air washing process 1 for washing the raw water supply pipe and the backwashing process described later. It may be omitted depending on the quality of the treated water.
- a back washing step may be performed immediately or a pause step may be interposed.
- the presence or absence of the pause process does not particularly affect the cleaning effect.
- the backwashing inlet valve V 5 and the backwashing outlet valve V 4 are opened, the other valves are closed, the backwash pump P 2 is activated, the raw water pump P 1 is stopped, and the treated water in the treated water tank 3 is Is returned to the filter 2 through the pipe 18, the pipe 19 and the pipe 14, and the backwash waste water is discharged out of the system through the pipe 13 and the pipe 17.
- the piping 13 part which could not be cleaned in the filter 2 and the air cleaning step 1 can be cleaned, and the contaminants can be discharged out of the system.
- the pipe 20 for discharging the washing wastewater is connected to the backwashing drainage pipe 17, but this pipe 20 is not connected to the backwashing drainage pipe 17 and is directly connected to the washing wastewater. It may be discharged.
- This finish cleaning is not essential, but by performing such finish cleaning, contaminants remaining on the outlet side of the filter 2 (contaminants that have peeled off the filter medium in the backwashing step) can be discharged.
- the cleaning water for the final cleaning filtered water or other system water can be used in addition to the raw water.
- the filtration inlet valve V 2 and the filtration outlet valve V 3 are opened again, the other valves are closed, the raw water pump P 1 is activated, and the backwash pump P 2 is stopped, and the raw water is filtered. Resume.
- FIGS. 6 to 10 are system diagrams of a filtration apparatus showing an embodiment of a method for cleaning a water treatment apparatus water supply pipe of the present invention.
- FIG. 7 shows an air cleaning step 1 (water supply pipe air according to the present invention).
- FIG. 8 is a diagram showing an air cleaning step 2 (process water piping air cleaning step) according to the present invention
- FIG. 9 is a diagram showing a back washing step according to the present invention.
- FIG. 10 is a diagram showing a finish cleaning process according to the present invention. 7 to 10, the pipe through which the fluid flows is shown by a solid line that is thicker than the pipe through which no fluid flows. The valve through which the fluid flows is painted black.
- the filtration device shown in FIGS. 6 to 10 is provided with a backwash water pipe 19 and a backwash inlet valve so that backwashing is performed not with treated water but with relatively high clean water such as city water and industrial water from outside the system.
- the point that V 5 and the backwash pump P 2 are provided is different from the filtering device shown in FIGS. 6 to 10, members having the same functions as those shown in FIGS. 1 to 5 are denoted by the same reference numerals.
- the raw water filtration operation the air washing process 1 (FIG. 7), the back washing process (FIG. 9) and the final washing process (FIG. 10) are performed in the air washing process 1 (FIG. 1-5) of the filtration apparatus shown in FIGS. 2), backwashing process (FIG. 4) and finish cleaning process (FIG. 5). Therefore, description of the air cleaning process 1, the back cleaning process, and the finish cleaning process is omitted, and the air cleaning process 2 for performing air cleaning of the treated water pipe will be described below with reference to FIG.
- the raw water pump P 1 is operated with the filtration inlet valve V 2 , the filtration outlet valve V 3 , the air inlet valve V 7 and the washing outlet valve V 8 open and the other valves closed ( backwash pump P 2 is stopped), introduced from the air injection pipe 21, while injecting compressed air into the treated water pipe 15, the raw water of the raw water tank 1 pipe 11, the pipe 12 and the filter 2 through a pipe 13
- the gas-liquid mixed fluid of treated water and air from the pipe 14 is flowed to the treated water pipe 15 for air cleaning, and the waste water discharged from the system is discharged from the pipe 22 to remove contaminants in the treated water pipe 15. Remove and remove.
- the air washing step 2 is not necessarily performed before the back washing step, and may be after the back washing step. Further, it may be performed before the air cleaning step 1 or after the finish cleaning step. Further, as in the first embodiment, the air cleaning step 2 can be omitted as appropriate, and the water used for the air cleaning is not limited to raw water but may be water from outside the system such as industrial water.
- FIGS. 11 to 17 are system diagrams of a water treatment apparatus including a filter and a cation exchange tower, showing an embodiment of the method for cleaning a water treatment apparatus water supply pipe of the present invention.
- FIG. FIG. 13 is a diagram showing an air cleaning step 1 (feed water piping air cleaning step) according to the invention
- FIG. 13 is a diagram showing an air cleaning step 2 (filtered water piping air cleaning step) according to the present invention
- FIG. 15 is a diagram showing a backwashing process 1 according to the present invention
- FIG. 16 is a diagram showing a finishwashing process 2 according to the present invention
- FIG. 17 is a diagram showing an air cleaning step 3 (cation exchange treated water piping air cleaning step) according to the present invention. 12 to 17, the pipe through which the fluid flows is shown by a solid line that is thicker than the pipe through which no fluid flows. The valve through which the fluid flows is painted black.
- the water treatment apparatus shown in FIGS. 11 to 17 is provided with a cation exchange column 4 further after the filtration apparatus shown in FIGS. 6 to 10, and the filtration apparatus has the same configuration as that shown in FIGS.
- the members having the same function are denoted by the same reference numerals.
- P 3 is a backwash pump of the cation exchange tower 4
- V 11 and V 12 are washing outlet valves
- V 10 is a cation exchange inlet valve
- V 13 is a backwash inlet valve
- V 14 is an air inlet valve
- V 15 is a cation.
- Exchange outlet valve Reference numerals 24 to 31 denote pipes
- X 6 to X 8 denote pipe connection portions.
- Piping distance between the inlet 4A of the pipe connecting portion X 5 and the cation exchange column 4, i.e. the length of the pipe 23 is usually about 20 ⁇ 200 cm, the treatment water tank 3 and the pipe connecting portion X 8 treated water inlet 3A
- the distance between the pipes, that is, the length of the pipe 27 is usually about 50 to 500 cm.
- the backwash water pipe 30 and the pipe distance between the connecting part X 6 and the cation exchange treated water outlet 4B of the cation exchange column 4 of the cation exchange treatment water pipe i.e., the length of the pipe 24 is usually about 20 ⁇ 200 cm
- the backwash water pipe 30 is provided in the vicinity of the treated water discharge port 4B of the cation exchange tower 4 in the cation exchange treated water pipe.
- the length is usually about 50 to 500 cm.
- connection portion X 7 between the air injection pipe 31 and the cation exchange treated water pipe in the vicinity of the connection portion X 6 between the backwash water pipe 30 and the treated water pipe 24, regardless of the length of the pipe 25. Can be air washed.
- the filtration inlet valve V 2 and the filtration outlet valve V 3 , the cation exchange inlet valve V 10 and the cation exchange outlet valve V 15 are opened, the other valves are closed, and the raw water pump P 1 is turned on.
- the operation and backwash pumps P 2 and P 3 are stopped, the raw water in the raw water tank 1 is introduced into the filter 2 through the pipe 11, the pipe 12 and the pipe 13 and filtered, and the filtered water is further supplied to the pipe 14.
- the cation exchange tower 4 is introduced into the cation exchange tower 4 through the pipe 15 and the pipe 23 to perform cation exchange treatment, and the cation exchange treated water is introduced into the treated water tank 3 through the pipe 24, the pipe 25, the pipe 26 and the pipe 27.
- Air washing process 1 water supply pipe air washing process
- the air inlet valve V 1 and the backwash outlet valve V 4 are opened while the raw water pump P 1 is operated, the filtration outlet valve V 3 , and the cation exchange inlet.
- the valve V 10 , the cation exchange outlet valve V 15 and the treated water tank inlet valve V 9 are closed (that is, only the air inlet valve V 1 , the filtration inlet valve V 2 and the backwash outlet valve V 4 are opened, and the other valves are closed).
- Compressed air is injected into the water supply pipe 12 from the air injection pipe 16, a gas-liquid mixed fluid of raw water and air is passed through the water supply pipe 12 for air cleaning, and cleaning wastewater is discharged from the pipe 17.
- the raw water flows through the water supply pipe 12 in a normal filtration operation at the same flow rate, but the air blown from the air injection pipe 16 provided in the immediate vicinity of the raw water pump P 1 raw water Metropolitan mixture
- a turbulent flow is generated in the pipe 12, and contaminants such as microorganisms attached to the inner wall of the pipe 12 are peeled and removed.
- the gas-liquid mixed flow containing impurities such as the separated microbial mass flows through the filtration inlet valve V 2 and further flows into the pipe 13, but the backwash outlet valve V 4 is opened, and the other Since the valves V 3 , V 5 , and V 6 are closed, they hardly enter the filter 2 and are discharged out of the system through the pipe 17.
- the upstream side of the pipe 12 of the aforementioned connecting portion X 2 is an air purifier.
- the cleaning water for the air-mixed water in the air cleaning step 1 is not limited to raw water, but may be filtered water or water of another system.
- Pause process 1 After the air cleaning step 1, the next step may be performed immediately or a pause step may be interposed. The presence or absence of the pause process does not particularly affect the cleaning effect.
- all the valves are closed and the raw water pump P 1 and the backwash pumps P 2 and P 3 are stopped.
- Air washing process 2 (filtered water piping air washing process) (FIG. 13)
- a filtration inlet valve V 2 As in the air washing step 2 of the filtration apparatus shown in FIGS. 6 to 10, a filtration inlet valve V 2 , a filtration outlet valve V 3 , an air inlet valve V 7 , a cation exchange inlet valve V 10 , and washed outlet valve V 8 opens, the other valve is closed, by operating the raw water pump P 1 (backwash pump P 2, P 3 is stopped), from the air inlet pipe 21, injecting compressed air into the treated water pipe 15 At the same time, the raw water in the raw water tank 1 is introduced into the filter 2 through the pipe 11, the pipe 12 and the pipe 13, and the mixed water of the treated water and air from the pipe 14 is caused to flow into the treated water pipe 15 for air cleaning. Then, by discharging the cleaning waste water from the pipe 22, the pollutants in the filtered water pipe 15 are peeled off and discharged out of the system.
- This air washing step 2 does not necessarily have to be performed before the back washing step 1, but may be after the back washing step 1. Moreover, you may perform before the air washing
- Pause process 2 After the air cleaning step 2, the next cleaning step may be performed immediately or a pause step may be interposed. The presence or absence of the pause process does not particularly affect the cleaning effect.
- all the valves are closed and the raw water pump P 1 and the backwash pumps P 2 and P 3 are stopped.
- the backwash inlet valves V 5 and V 13 and the backwash outlet valves V 4 and V 8 are opened, the other valves are closed, and the backwash pumps P 2 and P 3 are activated and the raw water pump P 1 is stopped.
- the backwash water from outside the system is caused to flow back to the filter 2 via the pipe 19 and the pipe 14, and the backwash waste water is discharged outside the system via the pipe 13 and the pipe 17.
- the backwash water is caused to flow back to the cation exchange tower 4 through the pipes 30 and 24 and discharged out of the system through the pipes 23 and 22.
- the inside of the filter 2 and the cation exchange tower 4 and the pipes 13 and 23 that could not be washed in the air washing steps 1 and 2 can be washed, and the contaminants can be discharged out of the system.
- the backwashing of the filter 2 and the backwashing of the cation exchange column 4 may be performed simultaneously or separately. When performed separately, either may be performed first.
- the pipe 23 and the cation exchange tower 4 since the pipe 23 and the cation exchange tower 4 circulate filtered water having less problem of microbial growth than the raw water, they do not need to be cleaned as frequently as the pipe 13 and the filter 2.
- the back washing of the cation exchange tower 4 and the pipe 23 serving as the water supply pipe may be omitted as appropriate, or may be performed less frequently than the back washing of the pipe 13 and the filter 2.
- Pause process 3 After the back washing step, the filtration operation may be resumed immediately, and after performing the finishing washing steps 1 and 2 and the air washing step 3 described later, the water treatment operation may be resumed.
- a pause process may be interposed between the cleaning process and the cleaning process. The presence or absence of the pause process does not particularly affect the cleaning effect.
- all the valves are closed and the raw water pump P 1 and the backwash pumps P 2 and P 3 are stopped.
- the filtration inlet valve V 2 and the filtration outlet valve V 3 , the cation exchange inlet valve V 10 and the washing outlet valve V 12 are opened, the other valves are closed, and the raw water pump As P 1 operation and backwash pumps P 2 and P 3 are stopped, the raw water in the raw water tank 1 is introduced into the filter 2 through the pipe 11, the pipe 12 and the pipe 13, and the pipe 14, the pipe 15 and the pipe 23 are further connected. Then, after introducing into the cation exchange tower 4, it is discharged out of the system through the pipe 24, the pipe 29 and the pipe 22.
- the filtration inlet valve V 2 and filtration outlet valve V 3 and the cation exchange inlet valves V 10 and cation exchange outlet valve V 15 opens again, the other valves closed, the raw water pump P 1 operates As the backwash pumps P 2 and P 3 are stopped, the water treatment operation of the raw water is resumed.
- FIGS. 11 to 17 which has provided the air injection pipe 31 therefor when the air wash is a cation exchange treated water pipe, as shown in FIG. 17, filtered inlet valve V 2, filtered
- the outlet valve V 3 , the cation exchange inlet valve V 10 , the cation exchange outlet valve V 15 , the air inlet valve V 14 and the washing outlet valve V 11 are opened, the other valves are closed, and the raw water pump P 1 is operated (backwashing).
- the pumps P 2 and P 3 are stopped), the raw water in the raw water tank 1 is introduced into the filter 2 through the pipe 11, the pipe 12, and the pipe 13, and the filtered water of the filter 2 is supplied to the pipe 14, the pipe 15, and
- the cation exchange treated water pipe 26 is introduced into the cation exchange tower 4 through the pipe 23, and the cation exchange treated water pipe 26 passes through the pipe 26 as air mixed water together with the air from the air injection pipe 31 by passing through the pipe 26. Wash and The purification waste water is discharged from the pipe 28 to the outside of the system.
- the air washing of the cation exchange treated water pipe 26 is not limited to the treated water obtained by subjecting the raw water from the raw water tank 1 to the filtration treatment and the cation exchange treatment, and air using water such as industrial water from outside the system. You may wash
- the air injection pipe 31 may be connected to the backwash water pipe 30 to wash the cation exchange treated water pipe with air mixed water using water from outside the system.
- the amount of air injected is 4 to 10 L / min, preferably 4 to 5 L / min per 1 cm 2 of the cross-sectional area of the water supply pipe to be cleaned, and the cleaning time of the air cleaning step is
- the reference time T (minute) calculated by the following formula (I) is preferably three times or more.
- T ⁇ S ⁇ L ⁇ 0.001 / W ⁇ (I) (Where S is the cross-sectional area of the water supply pipe (cm 2 ), L is the length of the water supply pipe through which the air-mixed water flows (length of the water supply pipe 12 in FIG. 1) (cm), W is the amount of water flow during cleaning ( L / min).)
- the cleaning time is preferably set to be not more than 5 times the reference time T.
- the water flow rate at the time of air cleaning is normally about 0.5 to 2 m / s, and the water flow rate at the time of air cleaning varies depending on the cross-sectional area of the pipe.
- the amount of air injected is 4 to 10 L / min per 1 cm 2 of the cross-sectional area of the backwash water pipe or the treated water pipe to be cleaned.
- the time is preferably at least three times the reference time T ′ (minute) calculated by the following formula (I ′).
- T ′ ⁇ S ′ ⁇ L ′ ⁇ 0.001 / W ′ ⁇ (I ′)
- S ′ is the cross-sectional area (cm 2 ) of the backwash water pipe or treated water pipe
- L ′ is the length of the backwash water pipe or treated water pipe through which the air-mixed water flows (the pipes 19 and 15 in FIG. 1).
- W ′ is the amount of water flow (L ′ / min) during cleaning.)
- the cleaning time is less than 3 times the reference time T ', a sufficient cleaning effect cannot be obtained.
- the cleaning time is not more than 5 times the reference time T ′.
- the water flow rate at the time of air cleaning is usually about 0.5 to 2 m / s, and the water flow rate at the time of air cleaning varies depending on the cross-sectional area of the pipe.
- Air washing process 1 1 to 10 minutes Air washing process 2, 3: 1 to 10 minutes Back washing process: 5 to 15 minutes Pause process: 5 minutes or less Finish washing process: 5 to 10 minutes
- Such a water treatment apparatus water supply pipe cleaning method of the present invention is a water treatment apparatus for treating wastewater containing a large amount of organic matter, in particular, phosphorus and / or nitrogen serving as nutrient salts of microorganisms, in which microorganisms are likely to grow.
- Examples of the water quality of the organic matter-containing wastewater that is effective for cleaning the water supply pipe and are applied include the following.
- Organic substance concentration 0.1 to 100 mg / L (as TOC) SS concentration: 0 to 10 mg / L Phosphorus concentration: 0.1 to 1000 mg / L (as P) Nitrogen concentration: 0.1-20 mg / L (as N)
- Water treatment equipment There is no particular limitation on the configuration or the like of the water treatment device to be cleaned in the present invention, and the water treatment device main body filled with water treatment material and backwashed periodically or as necessary, and vice versa. Any water treatment apparatus provided with a washing mechanism can be effectively applied by connecting an air injection pipe to the water supply pipe, or by further connecting an air injection pipe to the treated water pipe.
- various filter media such as sand, anthracite, inert resin, waste ion exchange resin and the like can be used, and ion exchange resin and activated carbon may be used.
- Examples of the water treatment apparatus main body of the water treatment apparatus to which the water treatment apparatus water supply pipe cleaning method of the present invention is applied include the following, but are not limited thereto.
- Filter with a filter medium filled as a water treatment material (2) Ion exchange tower filled with ion exchange resin as water treatment material (3) Water softener filled with ion exchange resin as water treatment material (4) Activated carbon tower filled with activated carbon as water treatment material
- the distance from the air injection point is 5 m, 15 m, and 30 m, and visually observe the state of microorganisms on the inner wall of the pipe.
- the effect was obtained, it was evaluated as “ ⁇ ”, and when microorganisms were attached, and when the cleaning effect was not sufficient, it was evaluated as “x”, and the results are shown in Tables 1 to 3.
- Example 1 In the filtration device (filter medium: anthracite) of FIG. 1 that is filtering raw water of the following water quality, the pump and valve are opened and closed according to the time chart shown in Table 4 below, and the air washing step 1, the pause step 1, A series of washings of the air washing step 2, the pause step 2, the back washing step, the pause step 3, and the finish washing step was performed once every two days of the raw water filtration operation.
- the cross-sectional area of the water supply pipe is 1.8 cm 2
- the length of the water supply pipe through which the air-mixed water is passed (the length of the pipe 12) is 500 cm
- the length of the water supply pipe of the non-air cleaning unit (the pipe 13).
- the length) was 20 cm
- the water flow rate during filtration was 2 L / min
- the air injection rate was 4 L / min
- the water flow rate during backwashing was 2 L / min (reference time T was 0.45 minutes).
- the cross-sectional area of the backwash pipe is 1.8 cm 2
- the cross-sectional area of the treated water pipe is 1.8 cm 2
- the length of the backwash water supply pipe and the treated water pipe through which the air-mixed water is passed (pipe 19 and the pipe 15) is 500 cm
- the length of the treated water pipe 14 of the non-air washing unit is 10 cm
- the length of the pipe 23 is 5 cm
- the treated water flow rate in the air washing step 2 is 2 L / min
- air The injection amount was 4 L / min (reference time T ′ was 0.45 minutes).
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- Engineering & Computer Science (AREA)
- Organic Chemistry (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
- Biological Treatment Of Waste Water (AREA)
- Filtration Of Liquid (AREA)
- Water Treatment By Sorption (AREA)
- Cleaning In General (AREA)
- Treatment Of Water By Ion Exchange (AREA)
Abstract
Description
T={S×L×0.001/W} …(I)
(ただし、Sは給水配管の断面積(cm2)、Lは空気混合水が流れる給水配管の長さ(cm)、Wは洗浄時の通水量(L/min)である。)
(1) 内部に水処理材として濾材が充填された濾過器
(2) 内部に水処理材としてイオン交換樹脂が充填されたイオン交換塔
(3) 内部に水処理材としてイオン交換樹脂が充填された軟水器
(4) 内部に水処理材として活性炭が充填された活性炭塔
T={S×L×0.001/W} …(I)
(ただし、Sは給水配管の断面積(cm2)、Lは空気混合水が流れる給水配管の長さ(cm)、Wは洗浄時の通水量(L/min)である。)
まず、図1~5を参照して本発明の実施形態の一例を説明する。
図1~5は、本発明の水処理装置給水配管の洗浄方法の実施の形態を示す濾過装置の系統図であり、このうち、図2は、本発明に係る空気洗浄工程1(給水配管空気洗浄工程)を示す図であり、図3は、本発明に係る空気洗浄工程2(逆洗水配管及び処理水配管空気洗浄工程)を示す図であり、図4は、本発明に係る逆洗工程を示す図であり、図5は、本発明に係る仕上げ洗浄工程を示す図である。図2~5において、流体が流通している配管は、流体が流通していない配管よりも太い実線で示してある。また、流体の流れている弁は黒塗りされている。
原水ポンプP1を運転したまま、空気入口弁V1及び逆洗出口弁V4を開、濾過出口弁V3及び処理水槽入口弁V9を閉とし(即ち、空気入口弁V1、及び濾過入口弁V2と逆洗出口弁V4のみ開、その他の弁は閉)、空気注入配管16より、給水配管12に圧縮空気を注入し、原水と空気との気液混合流体を給水配管12に流して空気洗浄し、洗浄排水を配管17より排出する。
なお、この空気洗浄工程1における空気混合水用の洗浄水は、原水に限らず、濾過処理水や、他系統の水であっても良い。
上記空気洗浄工程1後は、直ちに次の洗浄工程を実施しても良く、休止工程を介在させても良い。休止工程の有無は、洗浄効果に特に影響しない。
休止工程を行なう場合は、すべての弁を閉とすると共に、原水ポンプP1、逆洗ポンプP2を停止する。
本実施形態の濾過装置においては、処理水が流通する処理水配管や逆洗水配管も給水配管ほどではないものの微生物が増殖し、汚染物質が付着するおそれがあり、特に、逆洗水配管に付着した汚染物質が逆洗時に剥離して濾過器2に流入すると二次汚染の原因となる。
また、接続部X3と濾過器2の処理水排出口2Bとの間の配管14についても、配管14の長さはせいぜい20~200cm程度であり、この間が非洗浄部となっても問題はない。
同様に、接続部X5と処理水槽3の処理水入口3Aとの間の配管23についても、接続部X5を処理水入口3A近傍に設け、配管23の長さを500cm以下、好ましくは100~200cmとすることにより、非洗浄部を殆どなくすことができる。
この空気洗浄工程2を空気洗浄工程1と同時に行うこともできるが、通常は別々に行われる。
例えば、空気入口弁V7及び逆洗入口弁V5、洗浄出口弁V6を開とし、その他の弁は閉として逆洗ポンプP2を作動させ(原水ポンプP1は停止)、空気注入配管21からの圧縮空気と処理水槽3からの処理水との気液混合流体を逆洗水配管19に流して空気洗浄し、洗浄排水を接続部X3を経て配管20より系外へ排出することにより、逆洗水配管19のみを洗浄することができる。
上記空気洗浄工程2後は、直ちに逆洗工程を実施しても良く、休止工程を介在させても良い。休止工程の有無は、洗浄効果に特に影響しない。
休止工程を行なう場合は、すべての弁を閉とすると共に、原水ポンプP1、逆洗ポンプP2を停止する。
前述の如く、空気洗浄工程1において、給水配管12部分の剥離洗浄は行えるが、給水配管のうち、逆洗排水配管17の接続部X2の下流側の配管13部分の洗浄は行うことはできない上に、この配管13部分や濾過器2内の入口部分に、空気洗浄時の洗浄水が剥離された微生物等と共に一部流入する恐れがある。
従って、本発明においては、上述の空気洗浄工程1,2、或いは空気洗浄工程1を行った後、逆洗工程を行って、濾過器2内及び配管13部分を洗浄する。
これにより、濾過器2内及び空気洗浄工程1で洗浄できなかった配管13部分を洗浄し、汚染物を系外へ排出することができる。
上記逆洗工程後は、直ちに濾過運転を再開しても良く、後述の仕上げ洗浄工程を行った後、濾過運転を再開しても良く、濾過運転又は仕上げ洗浄工程との間に休止工程を介在させても良い。
休止工程の有無は、洗浄効果に特に影響しない。休止工程を行なう場合は、すべての弁を閉とすると共に、原水ポンプP1、逆洗ポンプP2を停止する。
仕上げ洗浄を行う場合は、濾過入口弁V2及び洗浄出口弁V6を開、その他の弁を閉とし、原水ポンプP1作動、逆洗ポンプP2停止として、原水槽1内の原水を配管11、配管12及び配管13を経て濾過器2に導入し、配管14、配管20及び配管17を経て系外へ排出する。
次に、図6~10を参照して本発明の実施形態の他の例を説明する。
図6~10は、本発明の水処理装置給水配管の洗浄方法の実施の形態を示す濾過装置の系統図であり、このうち、図7は、本発明に係る空気洗浄工程1(給水配管空気洗浄工程)を示す図であり、図8は、本発明に係る空気洗浄工程2(処理水配管空気洗浄工程)を示す図であり、図9は、本発明に係る逆洗工程を示す図であり、図10は、本発明に係る仕上げ洗浄工程を示す図である。図7~10において、流体が流通している配管は、流体が流通していない配管よりも太い実線で示してある。また、流体の流れている弁は黒塗りされている。
図6~10において、図1~5に示される部材と同一機能を奏する部材には同一符号を付してある。
従って、空気洗浄工程1、逆洗工程及び仕上げ洗浄工程については説明を省略し、以下に、図8を参照して、処理水配管の空気洗浄を行う空気洗浄工程2について説明する。
従って、空気洗浄工程2においては、濾過入口弁V2、濾過出口弁V3、空気入口弁V7及び洗浄出口弁V8を開、その他の弁を閉として、原水ポンプP1を作動させ(逆洗ポンプP2は停止)、空気注入配管21より、処理水配管15に圧縮空気を注入すると共に、原水槽1内の原水を配管11、配管12及び配管13を経て濾過器2に導入し、配管14からの処理水と空気との気液混合流体を処理水配管15に流して空気洗浄し、洗浄排水を配管22より系外へ排出することにより、処理水配管15内の汚染物質を剥離除去して系外へ排出する。
次に、図11~17を参照して本発明の実施の形態の更に別の例を説明する。
図11~17は、本発明の水処理装置給水配管の洗浄方法の実施の形態を示す、濾過器とカチオン交換塔とを備える水処理装置の系統図であり、このうち、図12は、本発明に係る空気洗浄工程1(給水配管空気洗浄工程)を示す図であり、図13は、本発明に係る空気洗浄工程2(濾過処理水配管空気洗浄工程)を示す図であり、図14は、本発明に係る逆洗工程を示す図であり、図15は、本発明に係る仕上げ洗浄工程1を示す図であり、図16は、本発明に係る仕上げ洗浄工程2を示す図であり、図17は、本発明に係る空気洗浄工程3(カチオン交換処理水配管空気洗浄工程)を示す図である。
図12~17において、流体が流通している配管は、流体が流通していない配管よりも太い実線で示してある。また、流体の流れている弁は黒塗りされている。
P3は、カチオン交換塔4の逆洗ポンプ、V11,V12は洗浄出口弁、V10はカチオン交換入口弁、V13は逆洗入口弁、V14は空気入口弁、V15はカチオン交換出口弁である。
24~31は配管を示し、X6~X8は配管接続部を示す。
また、逆洗水配管30とカチオン交換処理水配管との接続部X6とカチオン交換塔4のカチオン交換処理水排出口4Bとの配管距離、即ち、配管24の長さは通常20~200cm程度となるように、逆洗水配管30は、カチオン交換処理水配管のうちのカチオン交換塔4の処理水排出口4Bの近傍に設けられている。更に、カチオン交換処理水配管26の洗浄排水を排出する配管(洗浄排水配管)28と処理水配管26との接続部X8と処理水槽3の処理水入口3Aとの配管距離、即ち、配管27の長さは、通常50~500cm程度である。
また、空気注入配管31とカチオン交換処理水配管との接続部X7を、逆洗水配管30と処理水配管24との接続部X6近傍に設ける事で、配管25の長さに関係なく空気洗浄することができる。
図1~10に示す濾過装置の空気洗浄工程1と同様に、原水ポンプP1を運転したまま、空気入口弁V1及び逆洗出口弁V4を開、濾過出口弁V3、カチオン交換入口弁V10、カチオン交換出口弁V15及び処理水槽入口弁V9を閉とし(即ち、空気入口弁V1、及び濾過入口弁V2と逆洗出口弁V4のみ開、その他の弁は閉)、空気注入配管16より、給水配管12に圧縮空気を注入し、原水と空気との気液混合流体を給水配管12に流して空気洗浄し、洗浄排水を配管17より排出する。
この空気洗浄工程では、原水は通常の濾過運転時と同等の流量で給水配管12内を流れるが、原水ポンプP1の直近に設けられた空気注入配管16から吹き込まれた空気と原水とが混合流体となって、給水配管12内を流れることにより、配管12内で乱流が発生し、配管12の内壁に付着した微生物等の汚染物を剥離除去する。この剥離された微生物塊等の不純物を含む気液混合流は、濾過入口弁V2を通って、更に一部配管13にまで流入するが、逆洗出口弁V4が開とされ、他の弁V3,V5,V6が閉とされていることにより、濾過器2内まで殆ど入り込むことはなく、配管17より系外へ排出される。
なお、この空気洗浄工程1における空気混合水用の洗浄水は、原水に限らず、濾過処理水や、他系統の水であっても良い。
上記空気洗浄工程1後は、直ちに次工程を実施しても良く、休止工程を介在させても良い。休止工程の有無は、洗浄効果に特に影響しない。
休止工程を行なう場合は、すべての弁を閉とすると共に、原水ポンプP1、逆洗ポンプP2,P3を停止する。
空気洗浄工程2においては、図6~10に示す濾過装置の空気洗浄工程2と同様に、濾過入口弁V2、濾過出口弁V3、空気入口弁V7、カチオン交換入口弁V10、及び洗浄出口弁V8を開、その他の弁を閉として、原水ポンプP1を作動させ(逆洗ポンプP2,P3は停止)、空気流入配管21より、処理水配管15に圧縮空気を注入すると共に、原水槽1内の原水を配管11、配管12及び配管13を経て濾過器2に導入し、配管14からの処理水と空気との空気混合水を処理水配管15に流して空気洗浄し、洗浄排水を配管22より排出することにより、濾過処理水配管15内の汚染物質を剥離除去して系外へ排出する。
上記空気洗浄工程2後は、直ちに次の洗浄工程を実施しても良く、休止工程を介在させても良い。休止工程の有無は、洗浄効果に特に影響しない。
休止工程を行なう場合は、すべての弁を閉とすると共に、原水ポンプP1、逆洗ポンプP2,P3を停止する。
空気洗浄工程1において、濾過器2の給水配管12部分の剥離洗浄は行えるが、給水配管のうち、逆洗排水配管17の接続部X2の下流側の配管13部分の洗浄は行うことはできない上に、この配管13部分や濾過器2内の入口部分に、空気洗浄時の洗浄水が剥離された微生物等と共に一部流入する恐れがある。
同様に、空気洗浄工程2において、カチオン交換塔4の給水配管となる濾過処理水配管15部分の剥離洗浄は行えるが、この配管のうち、接続部X5の下流側の配管23部分の洗浄は行うことはできない。
従って、本発明においては、上述の空気洗浄工程1,2又は空気洗浄工程1を行った後、逆洗工程を行って、濾過器2内及び配管13,23部分及びカチオン交換塔4内を洗浄する。
これにより、濾過器2内及びカチオン交換塔4内と空気洗浄工程1,2で洗浄できなかった配管13,23部分を洗浄し、汚染物を系外へ排出することができる。
また、配管23及びカチオン交換塔4は、原水よりも微生物増殖の問題の少ない濾過処理水が流通するため、これらは、配管13や濾過器2ほど頻繁に空気洗浄を行う必要はないことから、このカチオン交換塔4及びその給水配管となる配管23の逆洗は適宜省略したり、配管13や濾過器2の逆洗よりも低頻度で行ってもよい。
上記逆洗工程後は、直ちに濾過運転を再開しても良く、後述の仕上げ洗浄工程1,2や空気洗浄工程3を行った後、水処理運転を再開しても良く、水処理運転又は後述の洗浄工程との間に休止工程を介在させても良い。
休止工程の有無は、洗浄効果に特に影響しない。休止工程を行なう場合は、すべての弁を閉とすると共に、原水ポンプP1、逆洗ポンプP2,P3を停止する。
濾過器2の仕上げ洗浄を行う場合は、図1~10の濾過装置の場合と同様に、濾過入口弁V2及び洗浄出口弁V6を開、その他の弁を閉とし、原水ポンプP1作動、逆洗ポンプP2,P3停止として、原水槽1内の原水を配管11、配管12及び配管13を経て濾過器2に導入し、配管14、配管20及び配管17を経て系外へ排出する(図15)。
濾過器やカチオン交換塔等の水処理装置の給水配管を洗浄する前述の空気洗浄工程1において、空気の注入量が少ないと微生物の剥離効果が弱く、十分な洗浄効果を得るためには、空気洗浄工程を長くする必要が生じ、運転効率が低下すると共に、排水量が増えて好ましくない。しかし、空気注入量を多くすると、圧縮空気注入のためのコンプレッサー等の装置の大型化、消費電力の増加など、経済性が損なわれる。従って、空気注入量、空気洗浄工程の洗浄時間は、洗浄コストを抑えた上で高い洗浄効果が得られるように調整することが望ましい。
T={S×L×0.001/W} …(I)
(ただし、Sは給水配管の断面積(cm2)、Lは空気混合水が流れる給水配管の長さ(図1における給水配管12の長さ)(cm)、Wは洗浄時の通水量(L/min)である。)
T’={S’×L’×0.001/W’} …(I’)
(ただし、S’は逆洗水配管又は処理水配管の断面積(cm2)、L’は空気混合水が流れる逆洗水配管又は処理水配管の長さ(図1における配管19,15の長さ)(cm)、W’は洗浄時の通水量(L’/min)である。)
本発明に係る上述の空気洗浄工程1~3、逆洗工程、及び必要に応じて行われる仕上げ洗浄工程、休止工程の具体的な時間については特に制限はないが、通常、次のような時間とすることが好ましい。
空気洗浄工程2,3:1~10分
逆洗工程:5~15分
休止工程:5分以下
仕上げ洗浄工程:5~10分
このような本発明の水処理装置給水配管の洗浄方法は、微生物が増殖し易い、有機物を多く含む排水、特に微生物の栄養塩となるリン及び/又は窒素を含む排水を処理する水処理装置の給水配管の洗浄に有効であり、適用される有機物含有排水の水質としては、例えば次のようなものが挙げられる。
有機物濃度:0.1~100mg/L(as TOC)
SS濃度;0~10mg/L
リン濃度:0.1~1000mg/L(as P)
窒素濃度:0.1~20mg/L(as N)
本発明で洗浄対象となる水処理装置の構成等には特に制限はなく、内部に水処理材が充填され、定期的に又は必要に応じて逆洗が行われる水処理装置本体と、その逆洗機構を備える水処理装置であれば、給水配管に空気注入配管を接続することにより、或いは更に処理水配管に空気注入配管を接続することにより、いずれも有効に適用することができる。
(1) 内部に水処理材として濾材が充填された濾過器
(2) 内部に水処理材としてイオン交換樹脂が充填されたイオン交換塔
(3) 内部に水処理材としてイオン交換樹脂が充填された軟水器
(4) 内部に水処理材として活性炭が充填された活性炭塔
空気洗浄時の空気注入量、通水量、空気洗浄時間と、給水配管の長さとの関係を調べるために、15Aの透明塩化ビニル配管(断面積1.8cm2)に有機物含有排水を通水し、2日に1回の頻度で空気を注入して空気洗浄する実験を行った。なお、有機物含有排水の通水量は8.3L/minで一定とし、空気注入量と注入時間(空気洗浄工程の時間)は、種々変更して行った。
下記水質の濾過原水を濾過処理している図1の濾過装置(濾材:アンスラサイト)において、ポンプと弁の開閉を下記表4に示すタイムチャートで行って、空気洗浄工程1、休止工程1、空気洗浄工程2、休止工程2、逆洗工程、休止工程3、及び仕上げ洗浄工程の一連の洗浄を、原水の濾過運転2日毎に1回の頻度で行った。
有機物濃度:5mg/L(as TOC)
SS濃縮:1mg/L
リン濃度:500mg/L(as P)
窒素濃度:5mg/L(as N)
なお、本出願は、2008年3月21日付で出願された日本特許出願(特願2008-073918)に基づいており、その全体が引用により援用される。
Claims (11)
- 内部に水処理材が充填され、定期的又は必要に応じて逆洗が行われる水処理装置本体と、該水処理装置本体に原水を供給する給水配管と、該水処理装置本体から処理水を取り出す処理水配管と、該水処理装置本体に逆洗水を供給する逆洗水配管と、逆洗排水を系外へ排出する該給水配管に接続された逆洗排水配管とを有する水処理装置の該給水配管を洗浄する方法において、
該逆洗排水配管と該給水配管との該接続部よりも上流側に空気混合水を供給し、この空気混合水を、前記接続部を経て前記逆洗排水配管から排出する空気洗浄工程と、
その後、該水処理装置本体に逆洗水を供給し、該水処理装置本体からの逆洗排水を、前記接続部を経て前記逆洗排水配管から排出する逆洗工程と
によって該給水配管を洗浄することを特徴とする水処理装置給水配管の洗浄方法。 - 請求項1において、前記空気洗浄工程における前記給水配管への空気注入量が、該給水配管の断面積1cm2当たり4~10L/minであり、該空気洗浄工程の洗浄時間が、下記式(I)で算出される基準時間T(分)の3倍以上であることを特徴とする水処理装置給水配管の洗浄方法。
T={S×L×0.001/W} …(I)
(ただし、Sは給水配管の断面積(cm2)、Lは空気混合水が流れる給水配管の長さ(cm)、Wは洗浄時の通水量(L/min)である。) - 請求項1又は2において、前記逆洗工程後に、前記給水配管を介して前記水処理装置本体に原水を供給し、該水処理装置本体からの流出水を系外に排出する仕上げ洗浄工程を行うことを特徴とする水処理装置給水配管の洗浄方法。
- 請求項1ないし3のいずれか1項において、更に、前記処理水配管に空気混合水を供給して系外へ排出する処理水配管空気洗浄工程を行うことを特徴とする水処理装置給水配管の洗浄方法。
- 請求項1ないし5のいずれか1項において、前記水処理装置は、前記処理水配管からの処理水を貯留する処理水槽と、該処理水槽内の処理水を前記逆洗水として前記水処理装置本体に供給する逆洗水配管とを有し、前記逆洗工程に先立ち、該逆洗水配管に空気混合水を供給して系外へ排出する逆洗水配管空気洗浄工程を行うことを特徴とする水処理装置給水配管の洗浄方法。
- 請求項5において、前記逆洗水配管は、前記水処理装置本体の処理水排出口近傍で前記処理水配管に接続されており、前記逆洗工程に先立ち、空気混合水を、該逆洗水配管から該処理水配管と逆洗水配管との接続部を経て該処理水配管に処理水流通方向に通水させた後系外へ排出する逆洗水配管及び処理水配管空気洗浄工程を行うことを特徴とする水処理装置給水配管の洗浄方法。
- 請求項1ないし6のいずれか1項において、前記水処理装置本体は、内部に前記水処理材として濾材が充填された濾過器であることを特徴とする水処理装置給水配管の洗浄方法。
- 請求項1ないし6のいずれか1項において、前記水処理装置本体は、内部に前記水処理材としてイオン交換樹脂が充填されたイオン交換塔であることを特徴とする水処理装置給水配管の洗浄方法。
- 請求項1ないし6のいずれか1項において、前記水処理装置本体は、内部に前記水処理材としてイオン交換樹脂が充填された軟水器であることを特徴とする水処理装置給水配管の洗浄方法。
- 請求項1ないし6のいずれか1項において、前記水処理装置本体は、内部に前記水処理材として活性炭が充填された活性炭塔であることを特徴とする水処理装置給水配管の洗浄方法。
- 請求項1ないし10のいずれか1項において、前記原水が有機物含有水であることを特徴とする水処理装置給水配管の洗浄方法。
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