The present disclosure relates to technical field of membrane separation, more particularly, to a modified forward osmosis membrane module for flow regime improvement.
In the past thirty years, membrane bioreactor (MBR) combining membrane separation and biotreatment processes together has been attracted broad attention from domestic and overseas research institutions. Traditional MBRs need external pressure as driving force of membrane separation, such as reverse osmosis, nano-filtration, ultra-filtration, and micro-filtration etc. Although these external pressure driving membrane separation processes have advantages, the energy consumption is huge due to the application of external pressure as driving force, meanwhile, heavy membrane fouling is often accompanied with these membrane separation processes, leading to lower operating efficiency. All mentioned above are main restrictions of large scale application of MBR in wastewater treatment field.
To solve problems mentioned above, Cornelissen developed an osmosis membrane bioreactor (OMBR) taking osmotic pressure as driving force for the first time. The OMBR adopts FO membrane as separation medium driven by osmotic pressure instead of external pressure, and the membrane fouling is greatly reduced comparing to these membrane processes using external pressure because operating pressure is decreased. Removal rate of COD and NH4+—H of OMBR system could reach more than 95% for more effective effluent. Besides, high recovery rate by hydraulic cleaning and retention rate of the OMBR system have incomparable advantages comparing to other membrane separation processes. Therefore, research on theory and practical application of FO membrane-bioreactor system shows a promising future to break through traditional MBRs' bottlenecks such as high energy consumption, heavy fouling etc., and it is hopeful to be advanced technology with high efficiency applied in domestic water treatment.
In the OMBR system, water molecule is permeated into draw solution side by high osmosis pressure through FO membrane from sludge mixed liquid side with low osmosis pressure, and the diluted draw solution is recycled by reverse osmosis or other physical or chemical separation methods. Recent years some research has verified the higher efficiency and feasibility of FO membrane technique, which provides sound theoretical foundation of FO membrane systems' application.
However, during practical application and following research, actual membrane flux is lower than theoretical flux in FO membrane system using osmosis pressure difference as driving force, because of the negative effect is brought by concentration polarization especially the internal concentration polarization, playing a guiding role in the actual capacity of FO system. Therefore, its important to optimize the structure of membrane modules in order to mitigate the negative effects of internal concentration polarization on membrane permeation flux. Hanmin ZHANG etc. have provided a modified FO membrane module and application thereof in which metallic mesh is displaced between two FO membranes with more uniform water distribution, while secondary pollution is brought because metallic ions was released into membrane chamber and liquids during the long-term application. Zhong REN etc. have provided FO membrane modules and subassembly thereof and a flat plate is used to divide membrane chamber into upper flow region and bottom flow region, however, dead angles of flow regime are easily generated in this module.
To conclude, the present disclosure addresses the higher convenience and efficiency method to mitigate the concentration polarization of FO membrane.
The present disclosure aims to change forms of traditional FO membrane module by adding internal flow-guide folded plates to increase internal liquid disturbance and to reduce internal concentration polarization; the structure of frame of the said FO membrane module is modified in order to increase the permeability.
The FO membrane module includes but not limits in: a water inlet pipe, a water outlet pipe, a frame of modularized membrane module, a FO membrane and internal folded plates.
The internal folded plates for improving flow regime take opposite folded plate form, two of which are arranged as peaks facing peaks and valleys facing valleys. Shrunken-enlarged flow is formed in turn to improve flow regimes in the channels of folded plates by generating vortex. The vortex promotes internal mixture of liquids and mitigates concentration polarization of membrane surfaces.
An angle of internal folded plates is 60°-120°; flow rate is optimized to be 20 cm·s−1 at peaks of said internal folded plates, and 5 cm·s−1 at valleys of said internal folded plates; Materials of said internal folded plates are Acrylonitrile Butadiene StyreneAcrylonitrile Butadiene Styrene (ABS) plastic/polymethyl methacrylate (PMMA).
An air vent is set at connection part of frame and upper folded plates to exhaust air from membrane modules and avoid air accumulation which may cause short stream of the liquid.
A intercommunicating hole is set at connection part of frame and bottom folded plates to reduce flow shocks on the folded plates, and to improve flow regime of very bottom of FO membrane module to avoid dead angle.
The frame is designed with same shape with said flow-guide folded plates to make every flow channel as complete opposite folded plate form. Said frame has an asymmetrical structure with two surfaces A and B matching each other to meet requirement that a plurality of membrane modules could be firmly assembled together.
Beneficial effects of this disclosure are briefly described as follows: traditional flat plates FO membrane components is modified by adding the opposite folded plates inside the membrane chambers, and peaks of two adjacent folded plates are arranged to be face-to-face and so are valleys. A shrunken-enlarged flow regime in turn is gained by this arrangement of said internal folded plates aiming to improve flow regime of draw solutions by generating vortex and mitigate concentration polarization of membrane surfaces by enhancing mass transfer, and thus to increase operating permeate flux of FO membrane module. A and B surfaces are designed to be matched each other to get reliable installment of different membrane modules. For example, A surface of frame of modularized membrane module are designed to be matched with B surface of frame of modularized membrane module.
1—water input, 2—water outlet, 3—FO membrane, 4—A surface of frame of modularized membrane module, 5—B surface of frame of modularized membrane module, 6—internal folded plate for improving flow regime, 7—air vent, 8—intercommunicating hole .
The present disclosure relates to structure design of a forward osmosis (FO) membrane module for improving internal flow regime. Number of internal flow-guide folded plates is increased to get better flow regime by increasing the disturbance of flow and decreasing internal concentration polarization and membrane fouling. Described herein are improved designs of frame providing enhanced flow regime as well as reliable and convenient joint of numbers of membrane components.
In the following content, aspects and features of the modified forward osmosis membrane module for flow regime improvement will be described in detail with reference numbers to the drawings:
As shown in
Left and right ones of said three folded plates for improving flow regime are upper folded plates displaced on the upper part of the frame of FO membrane module, and air vent 7 is set on the connection part of these upper folded plates and said frame to exhaust air inside of membrane module and then to avoid short stream of flow caused by air accumulation. Middle one of said three folded plates for improving flow regime are bottom folded plate, and intercommunicating hole 8 is set on the connection part of bottom folded plate and said frame of FO membrane module to reduce flow shocks on folded plates, and to improve flow regime at the bottom of FO membrane module to avoid dead angle of flows. A folding angle of folded plates is set to be 60°-120°; and flow rate is preferred to be 20 cm·s−1 and 5 cm·s−1 at peaks and valleys of the folded plates, respectively. Materials of said folded plates are ABS plastic or PMMA.
Said structure of frame of modularized membrane module is same with the folded plate as shown in
As shown in
The present invention will be further described below with reference to specific examples. However, these examples should not be construed to limiting the scope of the present invention.
Activated sludge collected from a water treatment plant is put into OMBR to be acclimated, and the FO membrane module prepared according to the present disclosure was used. Draw solution are introduced into membrane chamber through water inlet 1 by peristaltic pump; then orderly passed through three flow channels composed by A-surface of frame of modularized membrane module 4 and folded plate for improving flow regime 6, two close folded plates for improving flow regime 6, folded plate for improving flow regime 6 and B-surface of frame of modularized membrane module 5 respectively; and finally drawn out through water outlet 2. Wherein, water quality of input sludge mixed liquid are as follows: COD=522±21 mg·L−1, TN=41±5 mg·L−1, NH4+—N=37±4 mg·L−1, NO3—N=4±1 mg·L−1, TP=4±1 mg·L−1.
Parameters of the FO membrane module in Example 1 are: folding angle is 60°, flow velocity of peaks is 20.2 cm·s−1, and flow velocity of valleys is 4.6 cm·s−1.
Operating parameters of the FO membrane module in Example 1 are: water temperature is 16.2° C., pH=6.5; draw solution is 1M NaCl; and stable operating flux is 7.4 LMH.
Treated water quality is: COD, TN, NH4+—N, NO3—N, and TP all are not detected.
Activated sludge collected from a water treatment plant is put into OMBR to be acclimated, and the FO membrane module prepared according to the present disclosure was used. Draw solution are introduced into membrane chamber through water inlet 1 by peristaltic pump; then orderly passed through three flow channels composed by A-surface of frame of modularized membrane module 4 and folded plate for improving flow regime 6, two close folded plates for improving flow regime 6, folded plate for improving flow regime 6 and B-surface of frame of modularized membrane module 5 respectively; and finally drawn out through water outlet 2. Wherein, water quality of input sludge mixed liquid are as follows: COD=522±21 mg·L−1, TN=41±5 mg·L−1, NH4+—N=37±4 mg·L−1, NO3—N=4±1 mg·L−1, TP=4±1 mg·L−1
Parameters of the FO membrane module in Example 2 are: folding angle is 90°, flow velocity of peaks is 20.2 cm·s−1, and flow velocity of valleys is 5.4 cm·s−1.
Operating parameters of the FO membrane module in Example 1 are: water temperature is 16.4° C., pH=6.4; draw solution is 1M NaCl; and stable operating flux is 8.0 LMH.
Treated water quality is: COD, TN, NH4+—N, NO3—N, and TP all are not detected.
Activated sludge collected from a water treatment plant is put into OMBR to be acclimated, and the FO membrane module prepared according to the present disclosure was used. Draw solution are introduced into membrane chamber through water inlet 1 by peristaltic pump; then orderly passed through three flow channels composed by A-surface of frame of modularized membrane module 4 and folded plate for improving flow regime 6, two close folded plates for improving flow regime 6, folded plate for improving flow regime 6 and B-surface of frame of modularized membrane module 5 respectively; and finally drawn out through water outlet 2. Wherein, water quality of input sludge mixed liquid are as follows: COD=522±21 mg·L−1, TN=41±5 mg·L−1, NH4+—N=37±4 mg·L−1, NO3—N=4±1 mg·L−1, TP=4±1 mg·L−1
Parameters of the FO membrane module in Example 3 are: folding angle is 120°, flow velocity of peaks is 20.2 cm·s−1, and flow velocity of valleys is 6.7 cm·s−1.
Operating parameters of the FO membrane module in Example 3 are: water temperature is 16.7° C., pH=6.4; draw solution is 1M NaCl; and stable operating flux is 7.6 LMH.
Treated water quality is: COD, TN, NH4+—N, NO3—N, and TP all are not detected.
Although the above aspects and embodiments are described separately for convenience and clarity, it is contemplated that the above aspects and embodiments may be combined without departing from the scope of the present disclosure.
It should be understood that the foregoing description is only illustrative of the present disclosure. Various alternatives and modifications can be devised by those skilled in the art without departing from the disclosure. Accordingly, the present disclosure is intended to embrace all such alternatives, modifications and variances. The embodiments described with reference to the attached drawing figures are presented only to demonstrate certain examples of the disclosure. Other elements, steps, methods and techniques that are insubstantially different from those described above and/or in the appended claims are also intended to be within the scope of the disclosure.
Number | Date | Country | Kind |
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201610295051.0 | May 2016 | CN | national |