WO2023041783A1 - Monitoring sludge dewatering - Google Patents
Monitoring sludge dewatering Download PDFInfo
- Publication number
- WO2023041783A1 WO2023041783A1 PCT/EP2022/075967 EP2022075967W WO2023041783A1 WO 2023041783 A1 WO2023041783 A1 WO 2023041783A1 EP 2022075967 W EP2022075967 W EP 2022075967W WO 2023041783 A1 WO2023041783 A1 WO 2023041783A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- media
- filter
- topography
- interest
- coordinate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
- C02F11/14—Treatment of sludge; Devices therefor by de-watering, drying or thickening with addition of chemical agents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
- C02F11/121—Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering
- C02F11/123—Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering using belt or band filters
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
- G01N15/06—Investigating concentration of particle suspensions
- G01N15/0606—Investigating concentration of particle suspensions by collecting particles on a support
- G01N15/0618—Investigating concentration of particle suspensions by collecting particles on a support of the filter type
- G01N15/0625—Optical scan of the deposits
-
- 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
- C02F2209/005—Processes using a programmable logic controller [PLC]
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/24—Measuring arrangements characterised by the use of optical techniques for measuring contours or curvatures
- G01B11/25—Measuring arrangements characterised by the use of optical techniques for measuring contours or curvatures by projecting a pattern, e.g. one or more lines, moiré fringes on the object
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
- G01N2015/0042—Investigating dispersion of solids
- G01N2015/0053—Investigating dispersion of solids in liquids, e.g. trouble
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S17/00—Systems using the reflection or reradiation of electromagnetic waves other than radio waves, e.g. lidar systems
- G01S17/02—Systems using the reflection of electromagnetic waves other than radio waves
- G01S17/06—Systems determining position data of a target
- G01S17/46—Indirect determination of position data
- G01S17/48—Active triangulation systems, i.e. using the transmission and reflection of electromagnetic waves other than radio waves
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S17/00—Systems using the reflection or reradiation of electromagnetic waves other than radio waves, e.g. lidar systems
- G01S17/88—Lidar systems specially adapted for specific applications
- G01S17/89—Lidar systems specially adapted for specific applications for mapping or imaging
Definitions
- the invention relates to a method for the removal of supernatant from media on a filter, where flocculant and/or coagulants are added to a media to enhance the drainage rate of supernatant, leaving the media at least partially dewatered, during which the surface topography of the media is measured and the amount of flocculant and/or coagulant to be added is a function of the topography of the media above the filter within a region of interest, or regions of interest.
- the method is performed with a device for dewatering media containing a flocculant and/or coagulant feed device upstream of a filter, where a device, particularly an optical time of flight sensor and/or optical triangulation sensor, is provided downstream of an inflow area in order to digitise the surface topography of the media optically and is connected via a system of control to the flocculant and/or coagulant feed device, in order to control the flocculant and/or coagulant dosage added.
- a device for dewatering media containing a flocculant and/or coagulant feed device upstream of a filter where a device, particularly an optical time of flight sensor and/or optical triangulation sensor, is provided downstream of an inflow area in order to digitise the surface topography of the media optically and is connected via a system of control to the flocculant and/or coagulant feed device, in order to control the flocculant and/or coagulant dosage added.
- Methods for separating media from supernatant are known from the state of the art, where the media such as slurry such as sewage biosolids, fibrous media or mineral slurries are dewatered with the addition of flocculant and/or coagulant. Flocculant and/or coagulant is applied to the media first, in order to cause the solid media portion of the media to destabilise, coagulate and flocculate, after which the suspended flocculated media ‘flocs’ and supernatant suspension is applied to a filter, a gravity drainage deck for example, so that the supernatant portion of the media drains away free of solids, while the concentrated solid portion remains on the filter surface.
- a filter a gravity drainage deck for example
- the flocculant and/or coagulant dosage is a critical parameter for the efficacy of the dewatering or screening process.
- An optimal, minimal dosage achieves the lowest possible moisture content. Overdosing will entrain more moisture within the solids, whilst increasing the concentration of flocculant chemicals in the retentate. This over flocculated state provides a stable plateau on which unsupervised operation can occur in a continuous manner in spite of fluctuating media solids concentrations. Underdosing leads to a rapid increase in the retentate moisture content resulting in filter table flooding. This is not conducive to reliable long-term operation.
- the dosage rate is adjusted manually by the filter operator based on visual inspection.
- the visual inspection is subject to the empirical judgement of each individual operator potentially leading to different interpretations and thus dosages.
- Time constraints aside it is difficult for an operator to make accurate judgements frequently enough to optimise the filter continuously. Consequently, the objective of the operator is to achieve stable filtration over many hours of operation, in between observations.
- operators typically favour high flocculant consumption as the dewatering is more stable.
- the volume of media under observation and the moisture content may not, under a variety of conditions, provide an accurate correlation to the surface area of exposed filter when viewed from above, especially in a system where the inflow solids concentration changes and, the rheological behaviour of these solids varies.
- the illumination must therefore always be controlled across a broad spectrum of frequencies to ensure that the controlled reflection to the digital camera will be consistently observed and processed by the system, without distortion or inaccuracies that prevent appropriate chemical dosage.
- the illumination is not continuous and is controlled by designating only the coordinate to be observed, with multiple short duration bursts of light, during an observation period. This saturates that target with an intensity that prevents reflections of fugitive light sources from skewing the measurement technique.
- the colour of the designated target is not measured, only the angle/time of flight of reflected light is measured to determine the illuminated target height.
- the digital optical camera pixel counting method can calculate the filter surface area covered by media as an inverse of the area of filter identified as not being covered by media on an area-balance colour contrast/discrimination basis. The method cannot determine the depth of the media above the filter within a region of interest, or the volume of media in a region of interest.
- a desired moisture content can only be achieved with the correct dosage because both too much or too little flocculant have a detrimental impact on the efficiency of the dewatering or concentrating process.
- the pixel counting method dosage will disproportionally favour overdosing as the rheological properties of the sludge cannot be observed due to the presence of unclean, obstructed filter.
- the optical time of flight sensor and/or optical triangulation sensor approach allows the volume of media to be measured.
- Automated systematic adjustments to the chemical dose solicit a volume response from the media, allowing the minimum dosage required to achieve the minimum volume to be known and continuously assessed and therefore media moisture content minimised.
- the chemical dosing can be controlled to maximise the removal of supernatant volume reaching the end of the gravity drainage zone of a belt press, whilst simultaneously controlling dosage on a dosage volume per media volume basis. In this way, fluctuations in the media volume resulting from process or media changes are always subjected to the optimisation routine for automated chemical volume optimisation and it is understood that for an increased volume of media at its minimum moisture content, a larger volume of chemical must be added to achieve that minimum moisture content.
- the invention concerns a method for dewatering, a media, said method comprising: a- Flocculating and/or coagulating the media, b- Deposing said flocculated and/or coagulated media on a filter, c- Performing a surface topography of the media using a laser time of flight sensor and/or an optical triangulation sensor to measure the surface height of the filter along with the media, d- Adjusting the amount of flocculant and/or coagulant to be added in the media according to the topography of the media.
- media is flocculated and /or coagulated using natural or synthetic flocculants and/or coagulants.
- Flocculants can be selected in the list: guar gums, chitosan, alginates, water soluble polymers obtained with non-ionic and/or anionic and/or cationic water-soluble monomers.
- Non-ionic monomers are preferably selected from the group comprising acrylamide; methacrylamide; N-mono derivatives of acrylamide; N-mono derivatives of methacrylamide; N,N derivatives of acrylamide; N,N derivatives of methacrylamide; acrylic esters; and methacrylic esters.
- the most preferred non-ionic monomer is acrylamide.
- Anionic monomers are preferably selected from the group comprising monomers having a carboxylic function and salts thereof; monomers having a sulfonic acid function and salts thereof; monomers having a phosphonic acid function and salts thereof. They include for instance acrylic acid, acrylamide tertio butyl sulfonic acid, methacrylic acid, maleic acid, itaconic acid; and hemi esters thereof.
- the most preferred anionic monomers are acrylic acid, acrylamide tertio butyl sulfonic acid (ATBS), and salts thereof.
- salts are alkaline salts, alkaline earth salts or ammonium salts.
- Cationic monomers are preferably selected from the group comprising dimethylaminoethyl acrylate (DMAEA) quaternized or salified; dimethylaminoethyl methacrylate (DMAEMA) quaternized or salified; diallyldimethyl ammonium chloride (DADMAC); acrylamidopropyltrimethylammonium chloride (APTAC); methacrylamidopropyltrimethylammonium chloride (MAPTAC).
- DAEA dimethylaminoethyl acrylate
- DMAEMA dimethylaminoethyl methacrylate
- DDADMAC diallyldimethyl ammonium chloride
- ATAC acrylamidopropyltrimethylammonium chloride
- MATAC methacrylamidopropyltrimethylammonium chloride
- Coagulants can be selected in the list: poly(diallyldimethylammonium chloride), polymers obtained by reaction of dimethylamine and epichlorohydrin, ferric chloride, poly(aluminium chloride).
- the method is an inline method wherein the filter is moving and the laser time of flight sensor and/or the optical triangulation sensor are fixed above the filter on which the flocculated and/or coagulated media is deposed.
- step d) of the method is carried out in a region of interest of the media, or multiple regions of interest of the media on a weighted basis.
- the media coagulated and/or flocculated by the method of the invention is preferably a slurry, a sludge, or a pulp of any municipal, mineral, or fibrous origin.
- the filter for step c) of the method is a continuous wire, belt, filter table, filter cloth, belt filter press or gravity drainage deck
- the filter surface and or media surface topography are scanned, and the media topography is measured and recorded to a database as a two-dimensional coordinate dataset as a x, y coordinate system at any scan frequency or baud rate.
- the filter surface and or media surface topography are scanned, and the media topography is measured and recorded to a database as a three- dimensional coordinate dataset as a x, y, z coordinate system at any scan frequency or baud rate.
- coordinate database is accessed by a programmed routine, to classify the topography of the media at coordinates in a region of interest and/or multiple regions of interest against a set point media topography and/or a matrix of coordinate set point heights thereby identifying the height at a coordinate as the same, or in some measure of error with respect to that set point or matrix of set points thereof.
- the coordinate point cloud database is accessed by a programmed routine, selecting data from within regions of interest to integrate the cross-sectional surface area(s) and/or calculate the volume of the media within the region(s) of interest, identifying that cross- sectional surface area and/or volume, as the same, or in some measure of error with respect to a set point.
- a setpoint is obtained or recorded for export, modification, importation, and/or later use, by scanning a filter and recording the media topography for reference purposes.
- the optical time of flight sensor and/or optical triangulation sensor illumination is not continuous and is controlled by designating only the coordinate to be observed, with multiple short duration bursts of light, during an observation period. This saturates that target with an intensity that prevents reflections of fugitive light sources from skewing the measurement technique.
- the colour of the designated target is not measured, only the angle/time of flight of reflected light is measured to determine the illuminated target height. This solves the technical issues related to colour discrimination brought about by fugitive light, media colour changes, filter colour changes, deficient belt cleaning and media ploughing.
- the technique of quantifying the cross-sectional surface area and/or volume of media on the filter allows the measurement and control of supernatant volumes removed from media.
- the key objective of the coagulant and/or flocculant dosing is for this express purpose.
- the method described is an improvement over the measurement of un-utilised filter as a quantification of rheological behaviour, where rheological behaviour is altered by many physio-chemical relationships, rather than just the volume of supernatant in the retentate media.
- the cross-sectional surface area of the media above the filter can be measured for comparison to a set point and the chemical dosage optimised.
- the distribution of the media above the filter can be measured for comparison to a set point and the chemical dosage optimised to control the wetted surface area of the filter cloth.
- the geometry of the furrows is measured, and the chemical dosage optimised to maintain set point furrow width or a ratio of furrow area to total filter belt media area.
- the geometry of a selected region of interest is measured and the chemical dosage optimised, or alarms triggered to alert operators of a specific condition, such as but not limited to, filter hole/tear detection, low/high volume alarms, belt filter tracking issues, no flow/no movement and other persistent abnormal condition monitoring alarms.
- a specific condition such as but not limited to, filter hole/tear detection, low/high volume alarms, belt filter tracking issues, no flow/no movement and other persistent abnormal condition monitoring alarms.
- the belt filter press is not prone to instability when slurry is consistent, and the cost of flocculant usage is less than that of fixed pump speed and fixed flow rate control by an experienced operator. • the belt filter press is less prone to instability when slurry flow is inconsistent over multi hour time scales, as the inconsistency is observed, and the optimal dosage determined and applied.
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Organic Chemistry (AREA)
- Water Supply & Treatment (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Mechanical Engineering (AREA)
- Analytical Chemistry (AREA)
- Immunology (AREA)
- Pathology (AREA)
- General Physics & Mathematics (AREA)
- General Health & Medical Sciences (AREA)
- Biochemistry (AREA)
- Health & Medical Sciences (AREA)
- Physics & Mathematics (AREA)
- Dispersion Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- General Chemical & Material Sciences (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Investigating Or Analysing Materials By Optical Means (AREA)
Abstract
Description
Claims
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| MX2024003469A MX2024003469A (en) | 2021-09-20 | 2022-09-19 | SLUDGE DEHYDRATION MONITORING. |
| CA3231914A CA3231914A1 (en) | 2021-09-20 | 2022-09-19 | Monitoring sludge dewatering |
| AU2022346916A AU2022346916A1 (en) | 2021-09-20 | 2022-09-19 | Monitoring sludge dewatering |
| ZA2024/02166A ZA202402166B (en) | 2021-09-20 | 2024-03-18 | Monitoring sludge dewatering |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2021903023A AU2021903023A0 (en) | 2021-09-20 | Method for removal of supernatant from media slurry | |
| AU2021903023 | 2021-09-20 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2023041783A1 true WO2023041783A1 (en) | 2023-03-23 |
Family
ID=83507445
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/EP2022/075967 Ceased WO2023041783A1 (en) | 2021-09-20 | 2022-09-19 | Monitoring sludge dewatering |
Country Status (5)
| Country | Link |
|---|---|
| AU (1) | AU2022346916A1 (en) |
| CA (1) | CA3231914A1 (en) |
| MX (1) | MX2024003469A (en) |
| WO (1) | WO2023041783A1 (en) |
| ZA (1) | ZA202402166B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4105558A (en) | 1975-04-08 | 1978-08-08 | Heinrich Hans J | Apparatus for draining of muddy liquids |
| US5380440A (en) | 1992-06-09 | 1995-01-10 | Anikem Pty. Limited | Two dewatering of slurries controlled by video system |
| US5961827A (en) | 1996-08-28 | 1999-10-05 | Baehr; Albert | Apparatus for dewatering of sludge and similar substances |
| US20070090060A1 (en) | 2005-10-21 | 2007-04-26 | Clark John W | Polymer control system |
| US20090230033A1 (en) | 2008-03-17 | 2009-09-17 | Bowers Jr Gregory Scott | System for continuous optimization of wastewater treatment |
| US20160250570A1 (en) * | 2013-10-30 | 2016-09-01 | Flsmidth A/S | Feed conditioning automation |
| US20170044034A1 (en) | 2014-04-23 | 2017-02-16 | Andritz Ag | Method and Device for Dewatering Sludge on a Screen |
| US20170291834A1 (en) * | 2016-04-08 | 2017-10-12 | OptikTechnik LLC | Automated dosing system and method with light profiling for wastewater filtration system |
-
2022
- 2022-09-19 AU AU2022346916A patent/AU2022346916A1/en active Pending
- 2022-09-19 MX MX2024003469A patent/MX2024003469A/en unknown
- 2022-09-19 WO PCT/EP2022/075967 patent/WO2023041783A1/en not_active Ceased
- 2022-09-19 CA CA3231914A patent/CA3231914A1/en active Pending
-
2024
- 2024-03-18 ZA ZA2024/02166A patent/ZA202402166B/en unknown
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4105558A (en) | 1975-04-08 | 1978-08-08 | Heinrich Hans J | Apparatus for draining of muddy liquids |
| US5380440A (en) | 1992-06-09 | 1995-01-10 | Anikem Pty. Limited | Two dewatering of slurries controlled by video system |
| US5961827A (en) | 1996-08-28 | 1999-10-05 | Baehr; Albert | Apparatus for dewatering of sludge and similar substances |
| US20070090060A1 (en) | 2005-10-21 | 2007-04-26 | Clark John W | Polymer control system |
| US20090230033A1 (en) | 2008-03-17 | 2009-09-17 | Bowers Jr Gregory Scott | System for continuous optimization of wastewater treatment |
| US20160250570A1 (en) * | 2013-10-30 | 2016-09-01 | Flsmidth A/S | Feed conditioning automation |
| US20170044034A1 (en) | 2014-04-23 | 2017-02-16 | Andritz Ag | Method and Device for Dewatering Sludge on a Screen |
| US20170291834A1 (en) * | 2016-04-08 | 2017-10-12 | OptikTechnik LLC | Automated dosing system and method with light profiling for wastewater filtration system |
Also Published As
| Publication number | Publication date |
|---|---|
| ZA202402166B (en) | 2024-10-30 |
| CA3231914A1 (en) | 2023-03-23 |
| MX2024003469A (en) | 2024-04-04 |
| AU2022346916A1 (en) | 2024-04-04 |
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