Abstract:
A nanoflotation system used to separate suspended solids or large settling or floating solids from water, waste water or liquids. This is accomplished through the use of submerged membranes, in combination with a number of design components comprising froth flotation, gravity settling, pre coating of the submerged membranes, spacing, of the membranes to facilitate flotation of solids to the surface or to the bottom of the containment chamber holding the submerged membranes, and membrane structures which use large diameter hollow fibre or tubular membranes and/or large pore opening membrane materials.

Description:
RELATED APPLICATIONS 
       [0001]    This application is a continuation of PCT application No. PCT/CA2010/000520 which was filed on 9 Apr. 2010 and which is hereby incorporated herein by reference. 
     
    
     TECHNICAL FIELD 
       [0002]    The invention relates to water and waste water treatment, solid and liquid recovery. 
       BACKGROUND 
       [0003]    Submerged membranes have been applied with variable success. One of the key problems is membrane fouling and membrane maintenance. Numerous inventions have used air to reduce the membrane fouling. In addition there are the traditional methods of solid separation in a liquid. Such traditional methods use clarifiers with and without settling tubes or inclined settling plates, or air flotation systems, where high pressure dissolved air, or induced air or froth flotation systems are used to separate the solids and float the solids to the surface and then remove the solid sludge/skim layer with a skimmer or skim/float separation system. 
         [0004]    U.S. Pat. No. 7,160,454 B2 is an invention that uses air and small pore, small diameter submerged membranes. Patent Application US 2007/0205146 A1 has provided an application on the design and assembly of a submerged membrane for use with invention U.S. Pat. No. 7,160,454 B2. 
         [0005]    Patent Application US 2004/0217058 A1 uses the combination of dissolved air flotation and submerged membranes where different zones make up the operation of the invention application. 
         [0006]    U.S. Pat. No. 6,344,147 B1 is an invention using perforated membranes in the bottom of a flotation tank to create small air bubbles to float solids to the surface in a flotation water or wastewater treatment system. 
         [0007]    Journal papers authored by Lazaridis et al (Aristotle University, Greece) in July 2003 and July 2004, discuss the benefits of froth flotation with submerged membranes but do not discuss the effects of the use of coarse membranes and the spacing and precoating of membranes in connection with froth flotation. 
         [0008]    Journal papers authored by Benjamin et al (Washington State University) in 2008 talk about the benefit of precoats on membranes for organic removal and membrane maintenance. 
       SUMMARY OF INVENTION 
       [0009]    Aspects of the invention provide methods and systems for treatment of liquids which use a precoat of nano particles on coarse (large pore and large diameter) submerged membranes and the use of froth flotation and membrane spacing to both improve flux through the submerged membrane and maintenance of (e.g. removal of solids from) the membrane surface. The particles of the precoat media may have electronic charge. 
         [0010]    The invention recognizes:
       1. The benefit of matching the design of water and waste water air flotation tanks and typical clarification cells in combination with the hydraulics of submerged membranes in those same tanks and cells.   2. The benefit of maintaining a hydraulic flux rate through the membranes to match the hydraulics of flotation and settling vectors in the tank or cell.   3. The benefit of allowing the membranes to be backwashed and cleaned without removing the membranes for each cleaning from the tank or cell.   4. The benefit of a precoat on the membranes to improve flux rates and the maintenance of the membrane surface as well as provide high levels of nano particle removal using a coarse and large diameter membrane system.   5. The benefit of membrane spacing to optimize hydraulic velocity vectors to facilitate the use of flotation to float solids and gravity to settle solids.   6. The benefit of froth flotation to extend the cycle time for submerged membranes and remove and replace the precoats on the membrane surfaces.       
 
         [0017]    Embodiments of the invention use a combination of froth flotation and clarification with submerged membranes in one cell or tank. 
         [0018]    One aspect of the invention provides a system for liquid treatment comprising: a membrane screen submerged in a liquid to be treated; and a charged granular precoat media introduced into the liquid and drawn to a surface of the membrane screen by a pressure differential; wherein the liquid is drawn through the membrane screen and through the precoat media on the surface thereof by the pressure differential, whereby the precoat media removes solids from the liquid. 
         [0019]    Another aspect of the invention provides a system for liquid filtration comprising: a membrane screen for submerging in a liquid to be treated; a vacuum pump coupled in fluid communication with a downstream side of the membrane screen for creating a pressure differential; and a charged granular precoat media for introduction into the liquid; wherein the pressure differential created by the vacuum pump draws the precoat media to a surface of the membrane screen; and whereby the precoat media removes solids from the liquid. 
         [0020]    Another aspect of the invention provides a system for liquid filtration comprising: a tank; a plurality of membrane modules located within the tank and to be submerged in a liquid to be treated, wherein at least two adjacent membrane modules are spaced apart by at least 100 mm, each membrane module comprising a plurality of membrane screens spaced apart by at least 12 mm, each membrane screen comprising: a hollow tube having a diameter of greater than 5 mm; a pore size of 1 micron or greater; and a sealed end; a vacuum pump coupled in fluid communication with the tank and at least one of the membrane screens to create a pressure differential and to remove a treated liquid from the tank; a charged granular precoat media to be introduced into the tank and to be drawn to a surface of the membrane screens by the pressure differential, whereby the precoat media removes solids from the liquid; a froth generator coupled in fluid communication with the tank for creating a froth to be introduced into the tank; and a backwash pump coupled in fluid communication with the tank for pumping a backwash liquid into the tank and into the hollow tubes of the membrane screens for removing the charged granular precoat media from the surface of the membrane screens. 
         [0021]    Another aspect of the invention provides a kit for liquid filtration comprising: a liquid filtration system comprising: a tank; a plurality of membrane screens for installation in the tank, each membrane screen comprising a hollow tube having a diameter of greater than 5 mm, a pore size of 1 micron or greater, and a sealed end; a vacuum pump coupled in fluid communication with at least one of the membrane screens to create a pressure differential and for removing a treated liquid from the tank; a backwash pump coupled in fluid communication with at least one of the membrane screens for pumping a backwash liquid into the hollow tubes of the membrane screens; and a froth generator fluidly coupled to the tank for injecting a froth into the tank; and a charged granular precoat media for introduction into the tank and to be drawn to a surface of the membrane screens by the pressure differential, whereby the precoat media removes solids from the liquid. 
         [0022]    Another aspect of the invention provides a method of liquid filtration, the method comprising: (a) introducing charged granular precoat media into a liquid to be treated; (b) drawing the charged granular precoat media to a surface of a membrane screen by way of a pressure differential; and (c) filtering the liquid to be treated through the charged granular precoat media on the surface of the membrane screen, whereby the precoat media removes solids from the liquid. 
         [0023]    The method may further comprise (d) removing the charged granular precoat media from the surface of the membrane screen by way of an opposed pressure differential opposed to the pressure differential. The method may further comprise (e) creating a froth and introducing the froth into the liquid to be treated. Introducing the froth may comprise creating a crossflow from the flow created by the pressure differential at the surface of the membrane screen to reduce clogging and buildup of solids at the surface of the charged granular media. The membrane screen may comprise a hollow tube and the pressure differential may cause the liquid to flow from an exterior of the hollow tube into an interior bore of the hollow tube. The membrane screen may comprise a hollow tube and removing the precoat media from the surface of the membrane may comprise causing the liquid to flow from an interior bore of the hollow tube to an exterior of the hollow tube. 
         [0024]    The method may further comprise (f) removing at least some of the precoat media from the membrane screen by way of the froth. The froth may comprise one of a cationic and an anionic surfactant for creating a charged air bubble in the froth. The froth may comprise a non-ionic surfactant. Introducing the froth may comprise introducing the froth by way of the opposed pressure differential. Filtering the liquid may comprises surface-attaching particles in the liquid to a surface of the charged granular precoat media. Filtering the liquid may comprise entrapping particles in the liquid between granules of the charged granular precoat media. Filtering the liquid may comprise surface attaching particles in the liquid to be treated to a surface of the charged granular precoat media and entrapping the particles between granules of the charged granular precoat media. 
         [0025]    The method may involve repeating steps (a) through (c). The method may involve repeating steps (a) through (d) in an order a, b, e, c, d. The method may involve repeating steps (a) through (e) in an order a, b, e, c, d, e. 
     
    
     
       DESCRIPTION OF DRAWINGS 
         [0026]      FIG. 1  shows an overall schematic of an embodiment of the invention which includes the flotation tank/cell, skimmer, submerged membranes, froth generator, and sludge removal system. 
           [0027]      FIG. 2  shows the typical membrane bundles and the skimmer in the flotation cell/tank. 
           [0028]      FIG. 3  shows the typical piping for the froth flotation system and the stacking of the membrane bundles. 
           [0029]      FIG. 4  shows typical hollow fibre spacing where all dimensions are typical and are in millimetres. Dimensions may vary. 
           [0030]      FIG. 5  shows a possible design for the top of the membrane bundle with a flotation frame. 
           [0031]      FIG. 6  shows a possible design for the bottom of the membrane bundle. 
           [0032]      FIG. 7  shows a typical design of an embodiment of the invention where the membranes are flat sheet membranes instead of hollow fibre membranes. 
       
    
    
       [0033]    Note: All dimensions shown are in millimetres and are typical. Dimensions may vary. 
       DESCRIPTION 
       [0034]    Raw water or waste water or any liquid  1  requiring solid separation is conveyed to a flotation tank or cell which has an area on the bottom  9  for settled solids and an area on the top to collect flotation solids or skim layer or float layer  10  with a method to remove solids from both the top and the bottom. The flotation tank/cell will contain submerged membranes  11 ,  23 ,  25 . In some embodiments, submerged membranes are provided in membrane bundles  11 , each of which comprises a plurality of individual tubular-shaped membranes  23  (see  FIGS. 1-6 ). In other embodiments, submerged membranes are provided in the form of generally flat sheets  25  (see  FIG. 7 ). Sludge is removed from the flotation tank/cell via the bottom of the tank/cell and/or the skim collection tank  8 . Water or waste water or any liquid with solids  1  that enters the flotation cell/tank has froth  3  added to the water or waste water or liquid with the solids  1 . The froth is produced from a typical froth generator  4 . The froth is created by the use of a surfactant or similar agent that creates froth  5 . Froth is also added in between the membrane fibres  23  or flat sheets  25  during the normal filtration operation of the flotation tank/cell. The submerged membranes  11 ,  23 ,  25 , have clean water sucked through the membrane under vacuum from a typical vacuum membrane pump  12 . Clean water  14  is then produced. Rejected solids either float to the surface with the benefit of the fine bubbles from the froth which can have an electron charge on the surface of the bubbles which aids in the attachment of the bubble to the solid and then floats to the surface. 
         [0035]    Prior to actual filtration and after backwashing of the membranes, the membrane surface is precoated with either
       1. a precoat particle  6  such as powder activated carbon, or a metal oxide or any precoat particle  6  that is considered beneficial in the protection of the membranes, maintenance of the membranes, and/or removal of solids   2. or a precoat particle from the existing particles in the flotation tank/cell that may have resulted from the water or waste water or any liquid to be treated, 1.       
 
         [0038]    The precoat particles,  6 , which may be electronically charged, may be added with the froth generator and introduced  7  into the flotation tank/cell via the perforated pipes,  15 , in the base of the membrane module. Precoat can be added in stages prior to backwash. 
         [0039]    After filtration, pressure loss across the membrane reaches a specified level, the membranes are backwashed,  13  using either a froth or air or water or all three mediums in combination with each other. Backwash water is added to the base of the membrane module into the cavity of the membrane module base, 24. With the back wash most of the precoat particles will be removed allowing more precoat to be added. The precoat particles removed will either settle or float to the surface of the flotation tank/cell. To aid in the addition of the precoat there may be a desire to recycle the clean water,  14 , back into the flotation tank/cell in place of the water or wastewater or liquid to be treated,  1 , with the precoat added to the clean feed water which is then extracted through the membranes via the vacuum pump, 12. 
         [0040]    To ensure proper hydraulic vectors and to match the rise rate and settling rate of the solids being separated the membrane modules,  20 , are desirably separated by a minimum of 100 mm. A typical connection system between modules would be a male-female connector,  21 A,  21 B. To ensure high flux rates, the membrane pore size opening is not less than 1 micron and the hollow fibre membranes  23  have a diameter “x” which is not less than 6 millimeters. The spacing “y” between the hollow fibre membranes  23  shall be not less than two times “x”. In the case where membrane sheets,  25 , are used, the spacing between membrane sheets shall not be less than 50 mm. Spacing between membranes is important to allow solids to move freely to the surface or the bottom of the flotation tank/cell. 
         [0041]    A possible design for the membrane module  11  which is part of one embodiment of this invention is provided in the figures. The design of the membrane modules  11  may be different than as shown in the figures. One aspect of the design shown in the illustrated embodiment of the invention is to minimize the hollow fibre membranes retention frames around the membrane module so that sludge and fibres and hair do not become entangled with the supporting membrane module frame. The suggested design for the membrane module  11  includes a base structure,  24 , where the hollow fibre membranes  23  are potted into the base  24 . The base,  24 , has a cavity (not shown) from which the filtered water is sucked under vacuum by the vacuum pump,  12 . The hollow fibre membranes  23  penetrate through the top of the base,  24 , and into the cavity to allow the suction to draw water or liquid through the outside of the hollow fibre membranes  23  into the center of the hollow fibre membranes  23  and then into the cavity. The top of each hollow fibre membrane  23  is sealed,  18 . Between the hollow fibre membranes,  23 , are the froth distribution laterals,  15 . At the top of the membrane module  11  is a flotation frame,  20 , and tie rods,  17  that hold the top flotation frame,  20  and the bottom frame,  24  together with the flotation frame, creating an extra buoyancy to assist in keeping the hollow fibre membranes extended vertically. Tie lines,  19 , may be used, as shown in  FIG. 5 , to ensure a grid structure of the hollow fibre membranes, 16. 
         [0042]    Some aspects of the invention provide:
       1. A solid separation system that uses submerged membranes precoated with particles added to the water, wastewater or liquid to be treated or is already a component of the water, wastewater or liquid to be treated and a charged or non-charged froth flotation to increase the upward vector velocity for particles or solids to be separated in water, wastewater or any liquid. The froth is produced through the use of low pressure (approximately 4 bar) froth flotation using an anionic or cationic or non-ionic surfactants or any other agent that will cause a froth to occur, which is mixed with water. The electronic charge from the surfactant on the air bubble in the froth is used to cause a rejection or attraction to the solids that coat the membrane such that the flux on the membrane is increased and the maintenance requirements are reduced. The operation of some embodiments of the invention has three cycles; the filtration cycle, the backwash cycle and the precoat cycle where the back wash and precoat cycle can be used independently or together as required.   2. A solid separation system according to aspect 1 where the water or liquid is drawn through the outside of a hollow fibre or tubular membrane to the inside. The lower horizontal or downward vector velocity for the solids or particles towards the submerged membrane referred to in aspect 1 will be created through the use of charge repulsion caused by pre-coated particles on the membrane which occur naturally as a result of the water or waste water liquid being treated or added prior to the treatment of water or waste water or liquid being treated by using charged small particles such as powder activated carbon or metal oxides.   3. The solid separation system of aspect 1, wherein the precoat is created using charged particles such as powder activated carbon or metal oxides where the particles to be separated are surface attached or entrapped in the precoat but the water or liquid is allowed to flow through the precoat and through the membrane.   4. Embodiments of the invention encourage the flow of water or liquid horizontally through a precoat on the membrane surface where the membranes in aspect 1 will be submerged in a vertical orientation and will be hollow fibre or tubular in structure using pore sizes 1 micron or greater and diameters greater than 5 mm.   5. The froth referred to in aspect 1 is added to the base of the membranes on a continuous or intermittent basis during the filtration operation and in some cases during the back washing operation and the precoat operation to allow the solids to be separated to float to the surface, to manage the addition or removal of the precoat when desired and to prepare the surface of the membrane for further precoats and filtration when desired.   6. The membranes referred to in aspect 1 are orientated in a rectangular pattern or square pattern and the membranes are spaced where the distance between the membranes will be at least 2 times the diameter of the hollow fibre membrane. The membrane modules will be spaced a minimum of 100 mm from each other. The membrane spacing and the membrane module spacing is important to allow for the rejected particles to float to the surface or settle to the bottom of the flotation tank or cell.   7. The membranes referred to in aspect 1 can be supported vertically by a cage that allows the membranes to vibrate and move where the membranes will be potted on the bottom in a housing but loose at the top. The top of the membranes will be individually sealed and the cage support and membrane support is designed to minimize the entrapment of fibres and hair.   8. The membranes of aspect 1 may be used to support a precoat where a vacuum will draw the water through the precoat and the membrane from the outside to the inside.   9. An alternative to the membrane modules of aspect 6 will be membrane sheets placed at an incline like inclined settling plates in clarifiers or placed vertically where the spacing is a minimum of 50 millimetres. The membrane sheet spacing is important to allow for the rejected particles to float to the surface or settle to the bottom of the flotation tank or cell.   10. The froth referred to in aspect 1 is also added as the back flushing or back pulsing on the membrane from the inside of the hollow fibre or tubular membrane to the outside. Backwash also includes the addition of air or water in combination with each other or in combination with the froth or independently of each other.   11. The froth referred to in aspect 1 may be added to the feed of the water or waste water or liquid entering the membrane chamber referred to herein where the froth in the water or waste water or liquid to be treated causes an upward velocity vector on the particles or solids to be separated in the flotation tank or cell.