Filtering apparatus and method
20210402334 · 2021-12-30
Inventors
Cpc classification
B01D33/215
PERFORMING OPERATIONS; TRANSPORTING
B01D33/50
PERFORMING OPERATIONS; TRANSPORTING
B01D2201/184
PERFORMING OPERATIONS; TRANSPORTING
B01D2201/54
PERFORMING OPERATIONS; TRANSPORTING
Y02W10/10
GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
International classification
B01D33/21
PERFORMING OPERATIONS; TRANSPORTING
B01D33/46
PERFORMING OPERATIONS; TRANSPORTING
B01D33/50
PERFORMING OPERATIONS; TRANSPORTING
Abstract
A liquid (2), such as wastewater, is filtered using a liquid-permeable filtering element (9) having first and second faces (10, 11) so as to produce filtered liquid (4) having total suspended solids of no more than 10 mg/L. The method comprises cycling the liquid-permeable filtering element through the liquid whereby, in a first position, an area of the first face of the filtering element is subjected to liquid under pressure and a pressure across the filtering element is greater than 0 and less than or equal to 5.9 kPa (60 cmH2O), and, in a second position, the area is not subjected to liquid under pressure or is subjected to liquid at a lower pressure, and solids accumulated on the first face of the filtering element can be removed by directing at least one jet at the second face of the filtering element through the filtering element towards the first face.
Claims
1-98. (canceled)
99. Apparatus comprising: a liquid-permeable filtering element having first and second faces, the liquid-permeable filtering element to be at least partially submerged in a liquid, the liquid-permeable filtering element arranged to be cycled through the liquid such that: in a first position, an area of the first face of the filtering element is subject to liquid under pressure and a pressure across the filtering element is greater than 0 and less than or equal to 5.9 kPa; and in a second position, the area is not subjected to liquid under pressure or is subjected to liquid at a lower pressure, at least one nozzle for directing at least one jet at the second face of the filtering element through the filtering element towards the first face of the filtering element for removing and/or aiding removal of solids accumulated on the first face of the filtering element; wherein the filtering element has a pore size between 2 and 40 μm; and the apparatus further comprises: gas feeder(s) for introducing gas bubbles into the liquid.
100. The apparatus of claim 99, wherein the liquid-permeable filtering element includes pores having a range of different pore sizes, the pore sizes being between 2 and 40 μm.
101. The apparatus of claim 99, wherein the pore size is between 15 to 25 μm.
102. The apparatus of claim 99, wherein the liquid-permeable filtering element comprises a mesh.
103. The apparatus of claim 99, configured such that, in the second position, the area is above the liquid.
104. The apparatus of claim 99, further comprising: a container for a liquid up to a level for operation.
105. The apparatus of claim 99, wherein the liquid is wastewater.
106. A method of filtering a liquid having total suspended solids of between 1 and 50 g/L using a liquid-permeable filtering element having first and second faces so as to produce filtered liquid having total suspended solids of no more than 10 mg/L, wherein the liquid-permeable filtering element is at least partially submerged in a liquid and the liquid-permeable filtering element is arranged to be cycled through the liquid, the method comprising: cycling the liquid-permeable filtering element through the liquid whereby: in a first position, an area of the first face of the filtering element is subjected to liquid under pressure and a pressure across the filtering element is greater than 0 and less than or equal to 5.9 kPa, and in a second position, the area is not subjected to liquid under pressure or is subjected to liquid at a lower pressure, and solids accumulated on the first face of the filtering element can be removed by directing at least one jet at the second face of the filtering element through the filtering element towards the first face of the filtering element; wherein the filtering element has a pore size between 2 and 40 μm; and the method further comprising: introducing gas bubbles into the liquid.
107. The method of claim 106, comprising: cycling the filtering element such that permeation flux is between 200 L/(m.sup.2h) to 5,000 L/(m.sup.2h); and removing a thickness of a layer of accumulated solids between 0 and 6 cm.
108. The method of claim 106, wherein the pore size is between 15 to 25 μm.
109. The method of claim 106, wherein the speed is 0.25 to 30 m/min.
110. The method of claim 106, wherein between 50 to 75% of the liquid-permeable filtering element is submerged in the liquid.
111. The method of claim 106, wherein the accumulated solids are removed periodically.
112. The method of claim 106, comprising: causing a height difference between the liquid and the filtered liquid across the filtering element so as to control the pressure across the filtering element.
113. The method of claim 106, wherein, in the second position, the area is above the liquid.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0029] Certain embodiments of the present invention will now be described, by way of example, with reference to the accompanying drawings, in which:
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DETAILED DESCRIPTION OF CERTAIN EMBODIMENTS
[0077] In the following, like elements are denoted with like reference numerals.
Introduction
[0078] Referring to
[0079] The apparatus 1 includes a container 5, such as a tank, which is filled with liquid 2 to a level, L. The level L can be maintained by feeding liquid 2 into the container 5 on an influent side as filtered liquid 4 (herein also referred to as “filtrate”) is taken away from an effluent side. As will be explained in more detail later, the level, L, of the liquid 2 and the level, Lf, of the filtered liquid 4, can be varied to control the filtering process.
[0080] The apparatus 1 includes gas feeder(s) 6 (or “aerators”) for introducing bubbles 7 of gas, preferably air, into the liquid 2 and a filtering machine 8 (only part of (p/o) which is shown in
[0081] The filtering machine 8 includes one or more liquid-permeable filtering elements 9 (herein also referred to as “filtering elements”, “filter sectors”, “substrates” or “meshes”), each filtering element 9 having first and second opposite faces 10, 11 (herein also referred to as “outer and inner faces” or “external and internal faces”), which can be cycled (or “cyclically moved”) into and out of the liquid 2.
[0082] While a filtering element 9 is submerged in the liquid 2, liquid 2 can pass through it under pressure. As the liquid 2 passes through the filtering element 9, solid content 3 is removed from the liquid 2 and deposited (or “accumulated”) as a layer 14 on the first face 10 of the filtering element 9. Herein, the layer 14 is also referred to as a “deposited layer”, “accumulated layer”, “sludge layer”, “cake” and “dynamic membrane”.
[0083] One or more internal nozzles 15 (herein also referred to as a “spray bar”) can be used to direct spray(s) or jet(s) 16 of a liquid (such as the filtered fluid 4) at the inner face 11 of the filtering element(s) 9 to control the thickness of the layer 14 deposited on the filtering elements 9. The spray(s) 16 can be used to maintain a thin, boundary layer 17 of fluid between the outer face 10 of the filtering element 9 and the layer 14.
[0084] One or more external nozzles 18 can be used to direct external spray(s) or jet(s) 19 of a liquid (such as the filtered fluid 4) at the outer face 10 of the filtering elements 9 to help dislodge the layer 14.
[0085] The apparatus 1 is arranged to control the rate of deposition of solids, the degree of compaction of the solids and the rate of re-introduction of solids back into the liquid 2. Whereas in a membrane bioreactor, the deposition of solids on a membrane is discouraged or avoided, in the apparatus 1 described herein, the deposited layer 14, which is liquid-permeable, is used to help provide additional, finer filtering.
[0086] For a liquid-permeable filtering element 9 having a mesh free passage of 5 to 40 μm, measurements have shown that the deposited layer 14 has an equivalent nominal pore size of between 0.04 and 0.4 μm.
[0087] Referring to also to
[0088] As will be described in more detail hereafter, each filter sector 9 can be held in a respective ‘U’-shaped element (“holder” or “rack”) which allows the filter sectors to be replaced.
[0089] As will also be described in more detail hereafter, a pair of axially-offset annular filters 20 form part of a disc 31 (
[0090] The annular filter 20 is partially submerged, orientated perpendicular or inclined to the level L of the liquid 2, and rotates about an axis 21 of rotation. Thus, filtering elements 9 pass into the liquid 2, move through the liquid 2 and then leave the liquid 2 travelling along a circular path. While a filtering element 9 is in the liquid 2, liquid 2 is forced under pressure through the filtering element 9.
[0091] Although embodiments of filtering machines are described herein which take the form of rotary disc filtering machines having filtering elements 9 which have an annular sector shape, the filtering machine and the filtering element(s) 9 can take other forms which allows them to be cycled into and out of the liquid 2.
[0092] Referring to
[0093] Other filtering element shapes and arrangements can be used, such as a belt or band of liquid-permeable filtering material.
[0094] Referring to
[0095] The discs 31 are partially submerged in the fluid 2 having a submergence (i.e., proportion of the area of the disc which is submerged) of between 40 and 75%. Thus, a first portion 32 of each disc 31 (shown unshaded) is above the level of the fluid 2 (i.e., not submerged) and a second portion 33 of the disc 31 (shown shaded) is submerged.
[0096] An annular space 34 is defined between the first and second annular filters 20 in which the filtered liquid 4 gathers. The filtered liquid 4 is drawn off through an inner space 35.
[0097] The filtering machine 8 is arranged such that the discs 31 rotate between 0 and 10 revolutions per minute (0 and 10 (2π/60) rad/s).
[0098] Referring to
[0099] During a first period between t=0 and t=t.sub.1 (0≤t≤t.sub.1), when a substrate 9 first enters the liquid 2 and the head difference Δ is between 0 and Δ.sub.1 (0≤Δ≤Δ.sub.1), the substrate 9 provides substantially no resistance to the flow of liquid 2 through the substrate 9.
[0100] Because the head difference is small, the flux F is low, between 0 and F.sub.1 (0≤F≤F.sub.1).
[0101] The value of t.sub.1 is about 1 s and Δ.sub.1 is about 0.5 cm.
[0102] The substrate 9 generally is free of sludge 14. Solid particles 3 larger than the substrate apertures (i.e., pores), having a pore size P, tend to be repelled. However, as the substrate 9 becomes more submerged and the head difference Δ increases, the flow of fluid 2 through the substrate 9 forces solid particles 3 towards the substrate 9 thereby forming a thin cake 14.
[0103] During a second period between t=t.sub.1 and t=t.sub.2, the head difference Δ increases and is between Δ.sub.1 and Δ.sub.2 (Δ.sub.1≤Δ≤Δ.sub.2). The substrate 9 starts to provide some resistance to the flow of liquid 2 through the substrate 9. Particles 3 begin to collect loosely on the substrate 9 and a cake 14 starts to form. The value of t.sub.2 is about 2 s and Δ.sub.2=1 cm.
[0104] Referring also to
[0105] During a third period between t=t.sub.2 and t=t.sub.3, the head difference Δ increases further. Thus, the flux F increases. The value of t.sub.3 is about 5 s and Δ.sub.3=5 cm.
[0106] As the cake rotates, the pressure drops across the cake 14 and substrate decreases, the water velocity decreases, making the filtration process easier.
[0107] The highest flux occurs when the cake 14 and the substrate 9 enters into filtrate 4. However, as the cake 14 becomes thicker, then the flux F will begin to decrease.
[0108] Referring also to
[0109] The process is repeated when the substrate is re-introduced into the suspension 2.
[0110] As mentioned earlier, the filtering processes herein described can benefit from using a plastic mesh, such as polyethylene having a mesh size of, for example, 20 μm.
[0111] These processes can additionally benefit from capillary action, which is a sucking effect, in conjunction with surface tension. Capillary force can be very strong and depends on the material used to form passages or channels (in other words, the pores in the substrate), the dimensions of the passages or channels (“capillary”), as well as the location of a source and destination for water. Furthermore, a water film on the inside face of the substrate (i.e., on the filtrate side) is exposed to air and so surface tension also pulls on the water in the capillary and accelerates water through the capillary. At the same time, this force creates an equal, but opposite, force that repels solids and creates a larger positive charge on the mesh. Thus, ensuring that the filter material 9 is fully wetted when it is exposed to air can help promote filtering, and can result in surprisingly high flux rates and high-quality filtrate.
[0112] Referring to
[0113] The driving force used to urge liquid 2 through the substrate 9 and cause deposition of solid content 3 is generated by a differential level, A, between the outside and inside of the filter, i.e., between the first and second faces 10, 11. The driving force is typically between 3 and 5 cm (i.e., 3 cm≤Δ≤5 cm), but can be as high as 0.4 m (Δ≤0.4 m).
[0114] The filtering process is characterised by a flow of fluid through a specific surface of the substrate and which can be defined in terms of a flux, F (measured in L/(m.sup.2h) or “LMH”). The filtration cycle allows for fluxes of equal to or more than 250 L/(m.sup.2h) and equal to or less than 5,000 L/(m.sup.2h) at maximum level differential, i.e. for Δ=40 cm.
[0115] Rotation (i.e., cycling) of the disc 31 is used not only to deploy the substrate 9 in the liquid 2 and so allow the dynamic membrane 14 to form, but also to remove the substrate 9 from the liquid 2 and control formation of the dynamic membrane 14.
[0116] If left unchecked, deposition of solid content 3 can continue until the substrate 9 is clogged and partially dewatered.
[0117] To avoid dewatering, a spray 16 of filtrate (i.e., filtered fluid 4) or fluid from another source can be applied to the inside surface 11 of the substrate 9 above or below the fluid level, L. The internal spray 16, in combination with biological aeration or additional machine aeration can help prevent excessive solids build-up. The combination of rotation, aeration, an external spray 19 of filtrate (or other clean liquid), head differential, substrate pore size (or “aperture size”), and internal spray helps maintain the desired thickness, t, of the dynamic membrane 14 for a given application.
[0118] Table A below sets out different programmes (setting rotation speed and time, the use of back wash and aeration) for filtering.
TABLE-US-00001 TABLE A Rotation Water speed/time differ- 0 to 10 rpm ential (100% = Δ 10 rpm) Wash water Aeration 0-10 cm 50% speed 100% flow back wash Fine bubble 100% time 100% time back wash biological aeration 50% capacity 100% time 10-15 cm As above 100% flow back wash Coarse bubble 100% time back wash 100% speed Intermittent 15-20 cm 100% speed 100% flow back wash Coarse bubble 100% time 100% time back wash 100% speed Intermittent 20+ cm As above As above + External Coarse bubble wash system 1 in 100% speed every 2 rotations Intermittent
[0119] A thicker dynamic membrane 14 can be used to increase the degree of filtration (i.e., to enhance separation). The maximum level differential and a dynamic membrane thickness can be selected to achieve a required degree of separation and quality of filtrate.
[0120] As the disc 31 rotates further, the dynamic membrane 14 is pulled out of the fluid 2 and exposed to air. The fluid film 17 between the substrate 9 and the dynamic membrane 14 allows the membrane 14 to peel away from the substrate 9 by gravity and fall back into the fluid 2. The spray can help to form a membrane-free substrate area. A film of water may be present on membrane-free substrate. A combination of gravity, and internal and external sprays may present a membrane-free substrate area that may have a water film.
[0121] Referring also to
[0122] The control software 46 can be used to switch the machine between different operating states according to the level differential. For example, for a relatively large level differential, the software 46 can cause the discs 31 to rotate more quickly, and to use more intense spraying and aeration. For a relatively small level differential, the software 46 may cause the discs 31 to rotate more slowly (or even not at all) and to use intense spraying (or even none at all) and/or less aeration (or even none at all).
[0123] For excessive deposition of solids, dewatering of the dynamic membrane 14 can occur and result in cake filtration. Cake filtration can cause localised dewatering of the cake such that a fixed, dense layer, which does not move, is formed. The external spray bar 18 can be used to remove the cake. The spray 19 is angled such that it slices the cake away from the substrate 9 rather than smashing the cake and forcing the cake through the substrate 9. This form of recovery cleaning can be used, for example, if the level differential cannot be sufficiently reduced otherwise.
[0124] The deposited layer 14, once removed, falls back into the fluid 2 where it mixes into the fluid (referred to as “re-suspended) and is redistributed within the fluid 2.
[0125] The filtering machine 8 can process fluid 2 having suspended solids content from 2 g/L to 20 g/L or 40 g/L, which may even rise to a localised suspended solids content of 50 g/L in the vicinity of the filters. The dynamic membrane 14 has been measured at above 3-5% dry substance (DS) and falls into the fluid 2 (5% DS=50 g/L).
[0126] Structure for a Rotating Disc Filter
[0127] Referring to
[0128] The end plates 53 may hold filters to increase filter area. This can be use when only a few discs 31 are used. For example, by providing filters in the end plates in a four-disc unit increases the number of faces from six to eight.
[0129] Referring now to
[0130] Longitudinal members 56 (herein referred to as a “upstanding member”) extends radially from the cylindrical portions 54. The set of longitudinal members 56 shown in
[0131]
[0132] Referring to
[0133] Each ‘U’-shaped element 58 preferably has a rising wave edge 60 and a falling wave edge 61 to which supporting guides 64 having the form of channels with a ‘U’-shaped cross section are butt-welded to support facing filter sectors 9.
[0134] A pair of rings, namely a proximal ring 65 and a distal ring 66, spaced apart from one another, are mounted on each side of the cylindrical portion 54 to support the lower ends of the supporting guides 64. Each proximal ring 65, which is in contact with the inner cylindrical portion 54, is provided with angularly equidistant indentations 67, the number of which is equal to the number of longitudinal members of the embodiment of the structure. Correspondingly, the wave trough 59 has a pair of indentations 68 coaxial with the rising wave edge 60 and the falling wave edge 61. The indentations 68 are designed to engage with a pair of angularly equidistant indentations 67 on the ring in contact with the cylindrical portion 54.
[0135] The ‘U’-shaped element 58 also has the wave crest 63 adapted for connection to a consecutive ‘U’-shaped element 58. In a suitable way, the wave crest 63 supports facing plates 69 adapted for supporting the portion of outer cylindrical sleeve 52.
[0136]
[0137] Referring first to
[0138] The structure 50, which is stable and robust, can allow rapid replacement of filter sectors.
[0139] Filtering Apparatus
[0140]
[0141] Referring to
[0142] The filter 8 comprises a structure 50, the nature of which will become clearer from the rest of the description, positioned rotatably inside a frame 73. More precisely, it is this frame 73 that rests on the shelf 70. A shelf need not be used. For example, the frame 73 may be provided with legs (not shown) which rest on the floor of the vessel 5 or the frame may be fixed to wall(s) of the vessel 5. A cover 74 with hatches constructed of metal is supported by the frame 73. The filtering machine 8 is provided with a filtered water supply system 75.
[0143] A first arrow F indicates the direction of rotation of the structure 50 inside the filtering machine 8. A set of second arrows U schematically indicate the outflow of the filtered water 4 from one side (or “end”) of the filtering machine 8.
[0144]
[0145] Referring to
[0146]
[0147] Referring to
[0148] A plurality of discs 31 are fixed coaxially to the two circular end plates 53. The discs 31, in plan view, take the shape of a circular ring with an inside radius r and an outside radius R.
[0149] Each disc 12 carries, between the inside radius r and the outside radius R, a multiplicity of filter sectors 9, facing one another and delimiting an internal disc compartment 84 which is closed peripherally on the outside radius R by a cylindrical sleeve 52 and is open on the inside radius r towards a common inner space 35 formed by cylindrical portions 54 that separate one disc from another.
[0150] Each filter sector 9 comprises, on a support frame, a fabric, mesh, or substrate or filtering material having pores or apertures in the range from 2 to 40 μm. Including manufacturing tolerances, the pores have size of 2±1 μm, 4±1 μm, 6±1 μm, 8±1 μm, 10±1 μm, 12±1 μm, 14±1 μm, 16±1 μm, 18±1 μm, 20±1 μm, 22±1 μm, 24±1 μm, 26±1 μm, 28±1 μm, 30±1 μm, 32±1 μm, 34±1 μm, 36±1 μm, 38±1 μm, or 40±1 μm.
[0151] Tests were conducted for the filtering machine using filter sectors 9 having different pore sizes. The resulting flux and filtrate quality (expressed in terms of TSS) are set out in Table B below.
TABLE-US-00002 TABLE B Pore size, P Flux, F Filtrate quality (TSS) P < 10 μm Reduced flux rate <2 mg/L 10 μm ≤ P ≤ 20 μm Flux up to 4000 L/h/m.sup.2 <5 mg/L P > 20 μm Flux > 4000 L/h/m.sup.2 <10 mg/L
[0152] The fabric or filtering material is chosen from the group including polyester, polyethylene, PTFE, stainless steel, nylon.
[0153] In
[0154] Air bubbles 7 are supplied from the air feeders 6 (
[0155] The supply system 75 for supplying filtered water includes a reservoir 78 communicating with the inside of the filter 8 via the aperture 87. It should be understood that the level Lf of the filtered water in the reservoir 78 is the same as the level of the filtered water inside the disc 31. This is because the outflow of filtered water, which flows by gravity from the aperture 87, is caused by the fact that the lower edges of the outer filtrate outlet tubes, which are oversized relative to the flow rate and therefore practically empty, determine the level of the filtered water Lf and simultaneously determine the inside level, which is the same. When the filter is immersed in the vessel 5, the level of filtered water Lf is below the level L of the water by an amount dependent on the dimensions of the filter. This difference in level causes the water to move from the inside to the outside of the filter. Substantially at the time of immersion of the machine in the vessel, a hydraulic differential-pressure is generated inside the vessel, causing the water to pass through the filtering membranes.
[0156] Normally, the liquid 2 to be filtered contains suspended solids with a concentration from 1 g/L to 40 g/L or even 50 g/L TSS.
[0157] The distance between the level L of the liquid 2 to be filtered in the vessel 5 and the level Lf of the filtered liquid 4 inside the rotating filter is between 0 and 0.4 m, therefore generating a reduced pressure in the same interval inside the rotating filter. On the filtering membranes, a deposited layer is formed with a thickness between 0 and 0.06 m.
[0158] The flux of the filtered liquid 4 is between 0 L/(m.sup.2h) and 5000 L/(m.sup.2h) with a suspended solid content in the filtered liquid 4 between 0 and 10 mg/L.
[0159] The rotation speed of the discs is between 0 and 1.047 rad/s (10 rpm).
[0160] The number of discs 31 is chosen in the interval between 1 and 40, and their outside diameter in a range between 0.5 m and 4 m.
[0161]
[0162] Referring to
[0163] The supply system 75 for supplying filtered water 4 includes, as well as the pump 48, a series of instruments for its operation, namely pressure gauges 89, pressure switches 90, a cartridge filter 91, provided on a transverse length of tube 92, which runs to the backwash apparatus 93 and to a longitudinal supply tube 97 of the washing apparatus hereinafter described.
[0164] The backwash apparatus comprises a first ‘L’-shaped connector 95, leading to a second ‘L’-shaped connector 96, which in turn leads to a backwash connecting tube 97 passing through the common inner space 35 and mounted oscillatably about a support 98 on the second ‘L’-shaped connector 96. The support 98 is at the opposite ends of the filtering machine 8, near its circular end plates 53. The connecting tube 97 is coaxial with the axis x of the structure 50 of the filtering machine 8 (
[0165] A plurality of spray tubes 99 branches orthogonally from the backwash connecting tube 97 and extend inside the internal disc compartment 84. An optional oscillation device may be provided on each of the circular end plates 53 (only one of which is shown in
[0166] The arrangement of the backwash apparatus 93 described above is shown more clearly in the perspective view of
[0167]
[0168] A device 101 for oscillating the backwash connecting tube 97 is optionally provided at the aperture 87 communicating with the common inner space 35.
[0169] The oscillating device 101 comprises a ring gear 102 mounted in a fixed way on the outer surface of the aperture 87. The ring gear 102 engages with an eccentric pinion 103 mounted rotatably on the backwash apparatus near the backwash connecting tube 97. It should be understood that the anticlockwise rotation of the structure 50 of the filter 8 results in a rotation of the eccentric pinion 103 in the opposite direction, causing the backwash connecting tube 97 to have an oscillatory movement around the support 98 into the two positions shown in
[0170] Referring to
[0171] The variant of the backwash apparatus differs from the backwash apparatus hereinbefore described by virtue of a cam and cam follower oscillation device 101′. In this variant, the cam is a lobed cam 102′, and the cam follower is a roller 103′ which, by following the lobed cam 102′, causes the same oscillation of the backwash connecting tube 97. In this variant, the lobed cam 102′ is mounted in a fixed way on the aperture 87, and the roller cam follower 103′ is mounted rotatably on the backwash apparatus 93 near the backwash connecting tube 97.
[0172]
[0173] Referring to
[0174] Washing precedes the backwash. The resulting effect is that the layer of sludge adhering to the outer faces of the filter sectors is removed as soon as they emerge from the water to be filtered, due to the rotation of the discs, while exerting a very low pressure perpendicularly on the filter sectors. This can considerably increase the effectiveness of the subsequent backwash, which has the purpose of freeing the pores of the filter sectors from any impurities that may have obstructed them. The tangential washing, as well as the backwash, uses or may use the filtered water drawn by a pump from one of the outlet reservoirs.
[0175] The feed of air bubbles creates turbulent motion outside and in the immediate vicinity of the filter sectors. This motion can help stabilize the thickness of the sludge layer that is formed on the outer surface of the filter sectors and the flow rate that can be achieved by this type of thickening filter. It can also ensure the quality of the filtered water by hydrodynamic filtration. The rotary motion of the discs creates a hydraulic/centrifugal thrust of the thickened sludge towards the inside of the vessel.
[0176] Filtering Apparatus
[0177]
[0178] Referring to
[0179] The end discs 31.sub.0, 31.sup.1 comprise a circular end plate 51, reinforced with radially arranged supports 108 confluent (i.e., “merging”) into a flange aperture 109. Each disc 31 carries, between the inside radius r and the outside radius R, a multiplicity of filter sectors 9, facing one another and delimiting an internal disc compartment 84. The internal disc compartment 84 is closed peripherally on the outside radius R by a cylindrical sleeve 52 and is open on the inside radius r towards a common inner space 35 formed by cylindrical portions 54 (
[0180]
[0181] Referring to
[0182] The circular end plates 51 are mounted on an external support 79, 80 (
[0183]
[0184] Referring to
[0185]
[0186]
[0187] Referring to
[0188] Each labyrinth seal is composed of the internal ring 141 with external grooves and of the external ring 142 with internal grooves. The internal ring 141 and the external ring 142 are mutually coaxial and coupled to delimit an internal space between the rings. The internal ring 141 is solidly connected to the outflow aperture 121 and to the separate segment 132 with tabs 129, 138 held by grooves 143. The external ring 142 is solidly connected to the bushing-bearing sleeve 124 by coupling means inserted in corresponding holes 144 fabricated on the external ring 142 and on the bushing-bearing sleeve 124 respectively.
[0189]
[0190] The internal and external rings 141, 142 are preferably made out of Teflon® for its low-friction and long-lifetime characteristics. Due to the elasticity of the material, the external ring 142 is cut so that it can be mounted on the internal ring 141 and finally the labyrinth seal group thus formed is mounted both in the support 79 and in the support 80.
[0191] Referring again to
[0192] It should be understood that the common inner space 35 of the filter structure 50 can be divided in more than two parts as to obtain better performances in the event of a mechanical failure of a filter sector.
[0193] The liquid 2 to be filtered contains suspended solids with a concentration from 1 g/L to 50 g/L.
[0194] The distance between the level L of the liquid 2 to be filtered in the vessel and the level Lf of the filtered liquid 4 inside the rotating filter is between 0 and 3 m, therefore generating a reduced pressure in the same interval inside the rotating filter. On the filtering membranes, a deposited layer is formed with a thickness between 0 and 0.06 m as said before.
[0195] The flux of the filtered liquid 4 is between 0 L/(m.sup.2h) and 5000 L/(m.sup.2h).
[0196] The suspended solid content in the filtered liquid 4 is between 0 and 50 mg/L. The rotation speed of the discs is between 0 and 1.047 rad/s (10 rpm).
[0197] As explained earlier, feeding of air as macro bubbles, micro bubbles or nano bubbles by means of air supply 6 helps to create turbulent motion outside the filter structure 50.
[0198] This motion can help to stabilize the thickness of the sludge layer 14 that is formed on the outer surface of the filter sectors 9 and the flow rate that can be achieved by filter structure 50.
[0199] On both ends of the filtering machine 8, a supply system 75 is provided for supplying filtered water 4, contained in the reservoir 149 communicating with the inside of the filter structure 50 via the outflow aperture 121 (
[0200]
[0201] Referring to
[0202] A plurality of spray tubes 155 branches orthogonally from the backwash connecting tube 154 and extend inside the internal disc compartment 84. Each spray tube 155 has a plurality of opposed nozzles 156 positioned above the level L of the water or liquid to be filtered 4 and directed towards the filter sectors 9.
[0203] In case it is needed, the external washing of the discs can be activated. The resulting effect is that the layer of sludge adhering to the outer faces of the filter sectors is removed as soon as they emerge from the water to be filtered, due to the rotation of the discs, while exerting a very low pressure perpendicularly on the filter sectors. This considerably increases the effectiveness of the subsequent backwash, which has the sole purpose of freeing the pores or aperture of the filter sectors 9 from any impurities that may have obstructed them. The tangential washing, as well as the backwash, uses the filtered water drawn by a pump from one of the outlet reservoirs.
[0204] Depending on the liquid to be filtered it might be advantageous to keep a deposited layer on the filter material 114 of the filter sector 9. It is important that the filter material 114 is not forced to become concave towards the inner space of the disc on the frame 116 of the filter sectors 9. To address this issue, due to the outflow of filtrate but accentuated by the washing of the cloth and by the lowered pressure created in the inner space 83 of the discs, a pressure-compensating tube 157 is provided, that connects the inner space 83 of each disc with the atmosphere external to the machine. The pressure-compensating tube 157, which has a bent internal end 158, has in the vicinity of the outflow aperture 21 a slight sloping length 159, preferably sloping 3° with respect to the horizon, which can help with drainage. This connection with the outside environment allows to increase the inner pressure and reduce the concavity of the filter material 114 of the filter sector, which could lead to reduced performances and possibly to the mechanical failure of the filter material 114 itself. In the case the atmospheric pressure is not enough to counter the concavity determined by the flow of the filtrate through the filter sectors, the pressure-compensating tube 157 is connected to a pump to obtain locally, for example in proximity of an internal surface of the filter material 114 of filter sector, a pressure larger than the atmospheric pressure.
[0205] Although the above description has referred to a filter disc machine, it can be implemented as a drum when the number of discs is one. Although being intended for the treatment of wastewater, it should be understood that other liquids may also be treated, and evidently the washing and backwashing are to be carried out with the filtered liquid. Embodiments of the filtering machine can act also as a thickener. By extracting filtered liquid from the vessel containing a mixture of liquid and solid or semi-solid substances, the effect of increasing the concentration of these substances in the vessel is also achieved.
[0206] Controlling Levels of Liquids
[0207] As explained earlier, the flux and the filtrate quality can be adjusted by varying the levels L, Lf of the to-be-filtered and filtered liquid 2, 4. The levels can be varied independently of each other.
[0208] Referring to
[0209] The filtrate level, Lf, can be controlled so that it lies between a minimum level, Lfmin, and a maximum level, Lfmax, using a number of different arrangements.
[0210] Referring to
[0211] Referring in particular to
[0212] Referring in particular to
[0213] The level of the filtrate can then be controlled using a pump which pumps the filtrate out of the reservoir 78 to a desired level.
[0214] Referring in particular to
[0215] The filtrate level Lf may be sensed using a level sensor 163.
[0216] Referring in particular to
[0217] Referring in particular to
[0218] Thus, the height Lf of the filtrate may be variably adjusted to improve the performance of the filtering machine 8 by controlling the height difference, A, across the filter element 9, with or without controlling the to-be-filtered level, L.
[0219] Experimental Results
[0220] Tables I, II, III and IV show results of using the filtering machine under different operating conditions.
[0221] In the tables, columns A to K are as follows:
[0222] A is the pressure difference between the input and out of the machine, expressed in cmH2O
[0223] B is the flow rate at the output of the machine, expressed in m.sup.3/h
[0224] C is the flux, expressed in L/m.sup.2. It is the flow rate (column B) divided by the active surface area of the machine (column H) and converted from cubic meters to litres.
[0225] D is frequency of the controller, expressed as a %, where 100%=0.66 rpm at 50 Hz.
[0226] E is the flow rate of air in the container, in m.sup.3/h at normal conditions.
[0227] F is water pressure in the backwash pipes, in bar (=1 kPa).
[0228] G is flow rate of air in the membrane bioreactor, in m.sup.3/h at normal conditions.
[0229] H is the active area of filtering material, i.e. surface area of filter material immersed in water, in m.sup.2. It corresponds to the surface area of a machine with four discs each having a diameter of 1700 mm, immersed up to their axis of rotation.
[0230] I is suspended solids, in mg/L.
[0231] J is turbidity at the output of the machine, in mg/L.
[0232] K is electric power absorbed by the machine, in kW.
TABLE-US-00003 TABLE I A B C D E F G H I J K 1 8.0 1000 50 110 4.7 0 8 13,000 2 1.3 2 8.5 1063 50 110 4.7 0 8 13,000 2 1.3 3 12.0 1500 50 110 4.7 0 8 13,000 2 1.3 4 12.3 1538 50 110 4.7 0 8 13,000 2 1.3 5 12.5 1563 50 110 4.7 0 8 13,000 2 1.3 6 12.8 1600 50 110 4.7 0 8 13,000 2 1.3 7 13.0 1625 50 110 4.7 0 8 13,000 2 1.3 8 13.5 1688 50 110 4.7 0 8 13,000 2 1.3 9 14.0 1750 50 110 4.7 0 8 13,000 2 1.3 10 14.5 1813 50 110 4.7 0 8 13,000 2 1.3 11 15.0 1875 50 110 4.7 0 8 13,000 2 1.3 12 15.5 1938 50 110 4.7 0 8 13,000 2 1.3
TABLE-US-00004 TABLE II A B C D E F G H I J K 1 8.0 1000 100 110 4.7 0 8 13,000 2 1.25 2 8.5 1063 100 110 4.7 0 8 13,000 2 1.25 3 8.8 1100 100 110 4.7 0 8 13,000 2 1.25 4 9.0 1125 100 110 4.7 0 8 13,000 2 1.25 5 9.5 1188 100 110 4.7 0 8 13,000 2 1.25 6 10.0 1250 100 110 4.7 0 8 13,000 2 1.25 7 11.0 1375 100 110 4.7 0 8 13,000 2 1.25 8 12.0 1500 100 110 4.7 0 8 13,000 2 1.25 9 12.5 1563 100 110 4.7 0 8 13,000 2 1.25 10 13.0 1625 100 110 4.7 0 8 13,000 2 1.25 11 14.0 1750 100 110 4.7 0 8 13,000 2 1.25 12 15.0 1875 100 110 4.7 0 8 13,000 2 1.25
TABLE-US-00005 TABLE III A B C D E F G H I J K 1 8.5 1063 50 110 4.7 80 8 13,000 2 2.5 2 12.0 1500 50 110 4.7 80 8 13,000 2 2.5 3 13.0 1625 50 110 4.7 80 8 13,000 2 2.5 4 15.0 1875 50 110 4.7 80 8 13,000 2 2.5 5 15.5 1938 50 110 4.7 80 8 13,000 2 2.5 6 16.0 2000 50 110 4.7 80 8 13,000 2 2.5 7 16.5 2063 50 110 4.7 80 8 13,000 2 2.5 8 17.0 2125 50 110 4.7 80 8 13,000 2 2.5 9 17.5 2188 50 110 4.7 80 8 13,000 2 2.5 10 18.0 2250 50 110 4.7 80 8 13,000 2 2.5 11 18.5 2313 50 110 4.7 80 8 13,000 2 2.5 12 19.0 2375 50 110 4.7 80 8 13,000 2 2.5
TABLE-US-00006 TABLE IV A B C D E F G H I J K 1 10.0 1250 100 110 4.7 80 8 13,000 2 2.5 2 12.0 1500 100 110 4.7 80 8 13,000 2 2.5 3 12.3 1538 100 110 4.7 80 8 13,000 2 2.5 4 12.6 1575 100 110 4.7 80 8 13,000 2 2.5 5 12.8 1600 100 110 4.7 80 8 13,000 2 2.5 6 13.0 1625 100 110 4.7 80 8 13,000 2 2.5 7 14.0 1750 100 110 4.7 80 8 13,000 2 2.5 8 15.0 1875 100 110 4.7 80 8 13,000 2 2.5 9 16.5 2063 100 110 4.7 80 8 13,000 2 2.5 10 18.0 2250 100 110 4.7 80 8 13,000 2 2.5 11 19.0 2375 100 110 4.7 80 8 13,000 2 2.5 12 20.0 2500 100 110 4.7 80 8 13,000 2 2.5
[0233] Modifications
[0234] It will be appreciated that various modifications may be made to the embodiments hereinbefore described. Such modifications may involve equivalent and other features which are already known in the design, manufacture and use of filtering machines and component parts thereof and which may be used instead of or in addition to features already described herein. Features of one embodiment may be replaced or supplemented by features of another embodiment.
[0235] Although the preceding description has referred to the rotating disc filter as being intended for the treatment of wastewater, it should be understood that other liquids may also be treated, and evidently the washing and backwashing are to be carried out with the filtered liquid.
[0236] The filter can act as a thickener. Extracting filtered liquid from the vessel containing a mixture of liquid and solid or semi-solid substances has the effect of increasing the concentration of these substances in the vessel.
[0237] Although claims have been formulated in this application to particular combinations of features, it should be understood that the scope of the disclosure of the present invention also includes any novel features or any novel combination of features disclosed herein either explicitly or implicitly or any generalization thereof, whether or not it relates to the same invention as presently claimed in any claim and whether or not it mitigates any or all of the same technical problems as does the present invention. The applicants hereby give notice that new claims may be formulated to such features and/or combinations of such features during the prosecution of the present application or of any further application derived therefrom.