US2994432A - Control for flotation separation systems - Google Patents

Control for flotation separation systems Download PDF

Info

Publication number
US2994432A
US2994432A US66310557A US2994432A US 2994432 A US2994432 A US 2994432A US 66310557 A US66310557 A US 66310557A US 2994432 A US2994432 A US 2994432A
Authority
US
United States
Prior art keywords
weir
liquid
tank
rate
clarified
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.)
Expired - Lifetime
Application number
Inventor
John W Schluter
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Pfaudler Permutit Inc
Original Assignee
Pfaudler Permutit Inc
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Pfaudler Permutit Inc filed Critical Pfaudler Permutit Inc
Priority to US66310557 priority Critical patent/US2994432A/en
Application granted granted Critical
Publication of US2994432A publication Critical patent/US2994432A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B03SEPARATION OF SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS; MAGNETIC OR ELECTROSTATIC SEPARATION OF SOLID MATERIALS FROM SOLID MATERIALS OR FLUIDS; SEPARATION BY HIGH-VOLTAGE ELECTRIC FIELDS
    • B03DFLOTATION; DIFFERENTIAL SEDIMENTATION
    • B03D1/00Flotation
    • B03D1/08Subsequent treatment of concentrated product
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T137/00Fluid handling
    • Y10T137/7287Liquid level responsive or maintaining systems
    • Y10T137/7303Control of both inflow and outflow of tank

Definitions

  • Flotation separators are used in a large variety of applications for treating influent liquids containing impurities or substances of various kinds, such substances being oated to the top of the liquid level in a flotation chamber generally equipped with paddles for skimming the surface and with means for withdrawing a claried efuent liquid at a lower point.
  • the separation of the substances to be removed may be and generally is effected or assisted by the introduction at a proper point of suitable coagulants or other chemicals, and the actual separation is assisted by means of air or other gas introduced in such a manner that it is incorporated in or attached to precipitated particles and adds buoyancy for bringing them to the surface in the separation tank.
  • FIG. l is a schematic of a system embodying the invention in a preferred form
  • FIG. 2 is a detail view showing an automatically controlled weir in the clarified etiiuent chamber of the installation.
  • FIG. 3 is a schematic of the control system.
  • FIG. 1 there is indicated at 1 a pipe or conduit through which the inlluent liquid is supplied in any manner and with such uctuation or intermittency as may result from the manner in which it is produced.
  • This liquid is received in a storage tank 2 of a suitable size but which may be reduced in capacity where necessary or desirable, and in View of the improved control afforded by the present invention.
  • the liquid is taken through a conduit 3 into pump 4, the discharge 5 of which leads to a retention tank 6 from which the liquid passes through conduit 7 and pressure control valve '8 into the inlet compartment 9 of a separator, indicated generally at 10.
  • the liquid tlows over the edge of a weir 11 into the flotation compartment proper 12 and in which the ilotation of the precipitated materials is accomplished.
  • the separated sludge or scum as it rises to the top is forwarded along the flotation compartment by a series of blades 13 carried on sprocket chains 14, and at the far end the sludge or scum is advanced by these blades up and over a scraping ramp 15 from which it drops into the sludge or recovered material storage compartment 16 and is removed in any convenient manner and time, as through outlet pipe 17.
  • a sludge pump indicated at 36, may be employed for this purpose.
  • the flotation air may be introduced at any convenient point according to the material to be treated.
  • this may be accomplished in a generally known manner by means of an air injector indicated at 18 and which is inserted in a by-pass around the pump, including a supply line 19 connected to the pump outlet and a discharge line 20' connected to the pump inlet, the recirculating yfiuid operating the injector so as to take air from a line 21 and introdu-ce it into the intake of pump 4.
  • Treatment chemicals may also be supplied at any convenient point 0r points according to the specific process of the materials being treated. In the installation shown by way of example, these materials are supplied through a line 22 to the inlet compartment of the flotation chamber.
  • the claried effluent is withdrawn from a number of points near the b ottom of the flotation compartment 12, as through perforated pipes 25 leading to clarified effluent chamber 26, from which the liquid iiows over a weir 27 into the effluent discharge chamber or space 28 from which clarified water or other efiiuent is discharged through conduit 29.
  • the rate of pumping of the influent from the storage tank 2 may, for example, be controlled by means of a flow control system comprising a by-pass 30 from the outlet of the pump 4 back to the storage tank and the circulation or recirculation through which is controlled by a flow control valve 31 which is regulated as by means of air through line 32 leading to a liquid level controller 33 contained in and responsive to the level in the storage tank 2.
  • the operation of the liquid level control at 3'3 is preferably regulated by means of liquid level controller 34 referred to hereinafter, and which provides for adjustment of the liquid levels at which controller 33 operates according to the general requirements of the system.
  • the sludge removal or skimming action may be accomplished by a variable speed motor 35, driving the sprocket chains 14, previously referred to, and the removal of sludge through pipe 17 may be accomplished by means of a variable sludge removal pump unit 36, these instrumentalities, as well as others still to be referred to, being capable of automatic control in the system of the present invention.
  • the treatment chemicals may be supplied in dissolved form from storage tank 40, leading through a line 41 through a chemical proportioning pump 42 and thence to a ⁇ discharge 43 through a chemical metering rotameter 44 into the line 22 previously referred to.
  • the air may be supplied to line 21, previously mentioned, through rotameter 45 and air metering valve 46, from atmosphere or a pressure source according to requirements.
  • the control system is of an extremely simple and easily regulated character, the basic control element being a control unit associated with and regulating the action of the eflluent Weir 27, previously referred to.
  • This weir is vertically slidable and its position is adjusted by means of a servo motor mechanism 50, operated through air lines 51 by the clear water tank liquid level controller 52, which is supplied with air through pressure from any convenient source through line 53.
  • the Weir position is read off by means of a plunger 55, attached to the servo motor shaft or link 56, and acting against a rotatable cam 57 serving through the shaft 58 to adjust pressure control valve unit 59, which bleeds air into and out of control line 60 so as to maintain a pressure corresponding to the position of the Weir 27 but preferably modified by the contour of cam 57 according to the flow characteristics of the weir, so as to produce a linear signal, or signal which is directly proportional to the rate of lloW of liquid over the Weir.
  • Plunger 55 being a member movable with the Weir, thus indicates the rate of flow (although in a manner which is typically not directly proportional to that rate) and it is coupled to the signal generating element (control valve unit 59) through cam 57 which, as above mentioned, is contoured so as to function as a liquid converter, producing a ⁇ directly proportional signal in response to movement of the member 5S which is not directly proportional. Since the rate of flow depends upon the difference between the liquid level and the height of the weir overflow, and since the liquid is in any case of known characteristics, the conversion of the signal to a linear one does not present any diliiculties.
  • the line 60 furnishes a convenient and simply operable means for controlling and correlating the operation of all the instrumentalities involved.
  • the quantity of sludge or scum to be removed will vary directly with the quantity of clear effluent being removed, so that connection of the control of the variable speed scraper drive motor .35 and sludge pump 36 to the line 60 through the respective lines 61 and 62 provides for automatic regulation of the speed of operation of these devices.
  • the chemical proportioning pump 42 with atmospheric air metering valve 46 are connected to line 60 through the respective lines 63 and 64, thus regulating the supply of chemical and air and proportioning the same as accurately as required to the quantity of material being treated.
  • the clarified liquid tank level controller 52 may also be connected to line 5l, thus feeding back the Weir position signal and permitting follow up to avoid hunting in the control system.
  • the general rate at which the influent is supplied to the system for treatment is controlled according to the level in the storage tank 2, the precise control relationship varying with the requirements, but being established so as to avoid the overflow of the tank or depletion to a non-operating or ineicient operating condition.
  • the design of this control and the capacity of tank required are, as is obvious, factors to be determined in each case according to the service requirements. It may be assumed, however, that since the rate of withdrawal of liquid from the tank is proportional to the level and will follow the rate of supply through pipe 1 as compared with the rate of withdrawal and discharge into the retention tank 6, the rate of supply of influent to this tank will be comparatively steady.
  • any increase in the rate of supply will tend to increase the liquid level in the flotation compartment 12 and also in the clarified efliuent chamber 26.
  • any tendency in this level to rise will, through the liquid level controller 52, operate the servo mechanism 50 to lower the Weir 27, simultaneously increasing the rate of discharge of clarified eluent and restoring the liquid level to set value (or, as will be understood, t-o a point within the dead zone of permissible range of the control system-this permissible range may be only a small fraction of an inch).
  • the pressure in line 60 may be adjusted accordingly, so that skimming blade drive motor 35 and sludge removing pump 36 will increase their acti-on, as also will the air inlet valve 46 and chemical supply pump 42.
  • any given flotation system may operate close to peak efficiency over considerable range and rate of treatment in terms of gallons per minute or other unit of measurement which is employed, and the maximum rate within this range may be a multiple, as, for example, two or three times the minimum rate.
  • the maximum rate within this range may be a multiple, as, for example, two or three times the minimum rate.
  • the adjustable Weir 27 may take a variety of forms without departing from the invention in its broader aspect, but a specific form of Weir which has been found advantageous is shown in detail in FIG. 2, and has the advantage of simplicity, easy working and ready cleaning and servicing.
  • FlG. 2 shows a portion of the end wall of clariied eluent discharge chamber 26, and the Weir 27, which may conveniently be made of stainless steel, as indicated.
  • the weir is mounted in a slot or guideway formed by inner and outer rubber frames 80, 82., separated by a spacer frame 81 and held in place by a stiffener plate 83, this entire laminar structure being secured to the tank as by means of bolts 84.
  • Weir 27 being somewhat greater than that of opening or notch 85 in the wall of tank 26, the rubber frame 80 where it supoprts the weir is backed up by the wall of tank 26, so that there is practically no strain upon the parts and very little operating friction to overcome.
  • a otation separating system having a flotation tank and means for supplying inliuent liquid thereto and means for removing floated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom comprising a clarified liquid chamber connected to the notation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the flotation tank liquid level substantially constant.
  • a flotation separating system having a flotation tank and means for treating and supplying influent liquid thereto and removing iioated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom comprising a clarified liquid chamber connected to the fiotation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the liquid level substantially constant, means responsive to the position of the said Weir for generating a control signal proportional to the rate of yflow over the Weir, and means actuated by the said control signal for regulating the operation of the treating means according to the said rate of oW.
  • a fiotation separating system having a flotation tank and means for supplying influent liquid thereto and removing yfloated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom cornprising a clarified liquid chamber connected to the flotation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over Which the clarified liquid is discharged, means movably mounting the said.
  • a liquid level controller for controlling the liquid in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the liquid level substantially constant, means responsive to the position of the said Weir for generating a control signal proportional to the rate of flow over the Weir, and means actuated by the said control signal for regulating the said means for removing floated sludge to proportion the rate of sludge removal to the rate of discharge of clarified liquid.
  • a flotation separating system having a flotation tank and means for supplying infiuent liquid thereto and removing floated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom cornprising a clarified liquid chamber connected to the flotation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the lsaid Weir and automatic means controlled thereby for moving the said Weir vand thereby varying the height of the said Weir to maintain the liquid level substantially constant, means responsive to the position of the said Weir for generating a control signal proportional to the rate of ow over the Weir, means for aerating the infiuent liquid and means actuated by the said control signal for regulating the action of the aerating means according to the said rate of fiow.
  • a flotation separating system having a flotation tank and means for supplying influent liquid thereto and removing floated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom cornprising a clarified liquid chamber connected to the fiotation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mount'- ing the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the liquid level substantially constant, means responsive to the position of the said Weir for generating a control signal proportional to the rate of flow over the Weir, means for supplying treatment chemical to the influent and means actuated by the said control signal for regulating the action of the treatment chemical supply means according to the rate of ow.
  • a flotation separating system having a flotation tank and means for supplying influent liquid thereto, including a receiving tank and pump, and means for removing floated sludge and clarified liquid from the flotation tank, the means for removing clarified liquid therefrom comprising a clarified liquid chamber connected to the otation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the Weir, automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the flotation tank liquid level substantially constant, and means responsive to the level in the receiving tank for regulating the pump to maintain the level in the receiving tank between predetermined limits.
  • a fiotation separating system having a flotation tank and means for treating and supplying influent liquid thereto and removing floated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom comprising a clarified liquid chamber connected to the notation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the liquid level substantially constant, means responsive to the position of the said Weir for generating a control signal linearly proportional to the rate of flow over the Weir, and means actuated by the said control signal for regulating the operation of the treating means according to the said rate of flow.
  • the means for generating the linear control signal comprises a member movable with the Weir, a signal generator and a linearity converter coupling the said member and signal generator.
  • AIn a fiotation separating system having a otation tank and means for treating and supplying influent liquid thereto and removing floated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom comprising a clarified liquid chamber connected to the flotation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the liquid level susbtantially constant, an air line, means responsive to the position of the said Weir for varying the pressure in said air line proportional to the rate of flow over the Weir, and means actuated by the air pressure in said line for regulating the operation of the said treating means according to the pressure in the said line.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Dispersion Chemistry (AREA)
  • Physical Water Treatments (AREA)

Description

Aug. l, 1961 J. w. scHLUTER CONTROL FOR FLOTATTON SEPARATION SYSTEMS Filed June 3, 1957 Dumb.
` ug- 1, 1961 l J. w. scI-ILUTI-:R 2,994,432
CONTROL FOR FLOTATION SEPARATION SYSTEMS Filed June s, 1957 2 sheets-sheet 2 CHEMICAL PROPORTIONING PUMP M* 63 i? FIO. 3. I 5' Qg/ I' 36 ATMOSPHERIC AIR 52 METERING VALVE 53 50 Q sLuDGE PUMP' v M f AIR LIQUID LEVEL 6o 60 62 O/A ROTAMETER CONTROL ER' C T E ail (CLEAR WAT 5 II 59 LIITEAARTIDY 64 45 CONVERTER 0 FLOW 27 y 6l Y, INDICATOR 'Iv I V O9 4 I fi/kwa 6 7o M 35 SCRAPER DRIVE VARIABLE IEsIILACE ENT VARMBLE SPEED 7l s FLOW INDICATOR. I
TOTALIZER. RECORDER FIG. 2. A 82 TANK (OUTSIDE) BOLTS IN VE N TOR i I@ ORNE Y United States Patent O 2,994,432 CONTROL FOR FLOTATION SEPARATION SYSTEMS John W. Schluter, Massapequa, N.Y., assignor, by mesne assignments, to Pfaudler Permutit Inc., Rochester, N.Y., a corporation of New York Filed June 3, 1957, Ser. No. 663,105 Claims. (Cl. 210-101) This -invention relates to flotation separating systems, and more particularly to the regulation of the rate of processing of an influent in such systems.
Flotation separators are used in a large variety of applications for treating influent liquids containing impurities or substances of various kinds, such substances being oated to the top of the liquid level in a flotation chamber generally equipped with paddles for skimming the surface and with means for withdrawing a claried efuent liquid at a lower point. The separation of the substances to be removed may be and generally is effected or assisted by the introduction at a proper point of suitable coagulants or other chemicals, and the actual separation is assisted by means of air or other gas introduced in such a manner that it is incorporated in or attached to precipitated particles and adds buoyancy for bringing them to the surface in the separation tank.
Systems of this general character have been operated for a considerable time and generally in a satisfactory manner, one such typical system being described, for example, in Juell Patent 2,330,589, granted September 28, 1943. In general, the control of the operation of these separating systems has presented diculties. For one thing, the inuent to be treated may be supplied as the end product of a chemical or other process in a very fluctuating or intermittent way and to an initial storage tank or basin of a limited capacity, while the separating system requires for its most efficient operation steady and stabilized conditions. The synchronizing or correlation of supply of influent with the treatment process has, therefore, presented problems not heretofore solved. Similarly, adjustment of the supply of treatment chemicals has also presented difficulty in view of the inherent variation in operating conditions.
It is the general object of the present invention to provide a control system for liquid otation separating systems which will obviate the above mentioned diculties and permit a more ecient operation and also obtain maximum treatment capacity out of equipment of any given size or expense.
A system embodying the invention in a preferred form will now be described with reference to the accompanying drawing, and the features forming the invention will then be pointed out in the appended claims.
In the drawing:
FIG. l is a schematic of a system embodying the invention in a preferred form;
FIG. 2 is a detail view showing an automatically controlled weir in the clarified etiiuent chamber of the installation; and
FIG. 3 is a schematic of the control system.
The majority of the elements of the system as shown are conventional and require but a brief description.
Referring to FIG. 1, there is indicated at 1 a pipe or conduit through which the inlluent liquid is supplied in any manner and with such uctuation or intermittency as may result from the manner in which it is produced. This liquid is received in a storage tank 2 of a suitable size but which may be reduced in capacity where necessary or desirable, and in View of the improved control afforded by the present invention. The liquid is taken through a conduit 3 into pump 4, the discharge 5 of which leads to a retention tank 6 from which the liquid passes through conduit 7 and pressure control valve '8 into the inlet compartment 9 of a separator, indicated generally at 10. From the inlet compartment, the liquid tlows over the edge of a weir 11 into the flotation compartment proper 12 and in which the ilotation of the precipitated materials is accomplished. The separated sludge or scum as it rises to the top is forwarded along the flotation compartment by a series of blades 13 carried on sprocket chains 14, and at the far end the sludge or scum is advanced by these blades up and over a scraping ramp 15 from which it drops into the sludge or recovered material storage compartment 16 and is removed in any convenient manner and time, as through outlet pipe 17. In particular, where the sludge may be pumped, a sludge pump, indicated at 36, may be employed for this purpose.
The flotation air may be introduced at any convenient point according to the material to be treated. In particular, this may be accomplished in a generally known manner by means of an air injector indicated at 18 and which is inserted in a by-pass around the pump, including a supply line 19 connected to the pump outlet and a discharge line 20' connected to the pump inlet, the recirculating yfiuid operating the injector so as to take air from a line 21 and introdu-ce it into the intake of pump 4. Treatment chemicals may also be supplied at any convenient point 0r points according to the specific process of the materials being treated. In the installation shown by way of example, these materials are supplied through a line 22 to the inlet compartment of the flotation chamber.
The claried effluent is withdrawn from a number of points near the b ottom of the flotation compartment 12, as through perforated pipes 25 leading to clarified effluent chamber 26, from which the liquid iiows over a weir 27 into the effluent discharge chamber or space 28 from which clarified water or other efiiuent is discharged through conduit 29.
A variety of controls may be employed at various points, depending upon requirement, without affecting essentially the operation of the control system of the invention which is described below.
The rate of pumping of the influent from the storage tank 2 may, for example, be controlled by means of a flow control system comprising a by-pass 30 from the outlet of the pump 4 back to the storage tank and the circulation or recirculation through which is controlled by a flow control valve 31 which is regulated as by means of air through line 32 leading to a liquid level controller 33 contained in and responsive to the level in the storage tank 2. The operation of the liquid level control at 3'3 is preferably regulated by means of liquid level controller 34 referred to hereinafter, and which provides for adjustment of the liquid levels at which controller 33 operates according to the general requirements of the system.
The sludge removal or skimming action may be accomplished by a variable speed motor 35, driving the sprocket chains 14, previously referred to, and the removal of sludge through pipe 17 may be accomplished by means of a variable sludge removal pump unit 36, these instrumentalities, as well as others still to be referred to, being capable of automatic control in the system of the present invention. In particular, the treatment chemicals may be supplied in dissolved form from storage tank 40, leading through a line 41 through a chemical proportioning pump 42 and thence to a `discharge 43 through a chemical metering rotameter 44 into the line 22 previously referred to. The air may be supplied to line 21, previously mentioned, through rotameter 45 and air metering valve 46, from atmosphere or a pressure source according to requirements.
The control system is of an extremely simple and easily regulated character, the basic control element being a control unit associated with and regulating the action of the eflluent Weir 27, previously referred to. This weir is vertically slidable and its position is adjusted by means of a servo motor mechanism 50, operated through air lines 51 by the clear water tank liquid level controller 52, which is supplied with air through pressure from any convenient source through line 53. The Weir position is read off by means of a plunger 55, attached to the servo motor shaft or link 56, and acting against a rotatable cam 57 serving through the shaft 58 to adjust pressure control valve unit 59, which bleeds air into and out of control line 60 so as to maintain a pressure corresponding to the position of the Weir 27 but preferably modified by the contour of cam 57 according to the flow characteristics of the weir, so as to produce a linear signal, or signal which is directly proportional to the rate of lloW of liquid over the Weir. Plunger 55 being a member movable with the Weir, thus indicates the rate of flow (although in a manner which is typically not directly proportional to that rate) and it is coupled to the signal generating element (control valve unit 59) through cam 57 which, as above mentioned, is contoured so as to function as a liquid converter, producing a `directly proportional signal in response to movement of the member 5S which is not directly proportional. Since the rate of flow depends upon the difference between the liquid level and the height of the weir overflow, and since the liquid is in any case of known characteristics, the conversion of the signal to a linear one does not present any diliiculties.
As will now be apparent, the line 60 furnishes a convenient and simply operable means for controlling and correlating the operation of all the instrumentalities involved. In view of the fact that with given influent, definite factors of proportionality will exist in each case. Thus, the quantity of sludge or scum to be removed will vary directly with the quantity of clear effluent being removed, so that connection of the control of the variable speed scraper drive motor .35 and sludge pump 36 to the line 60 through the respective lines 61 and 62 provides for automatic regulation of the speed of operation of these devices. Similarly, the chemical proportioning pump 42 with atmospheric air metering valve 46 are connected to line 60 through the respective lines 63 and 64, thus regulating the supply of chemical and air and proportioning the same as accurately as required to the quantity of material being treated. There may also be attached to the line 60 a rate of flow indicator 70 and an integrating type flow indicator 71, permitting simple reading off of the rate of treatment of materials and' a similar reading off of the quantity of material treated at any given time. The clarified liquid tank level controller 52 may also be connected to line 5l, thus feeding back the Weir position signal and permitting follow up to avoid hunting in the control system.
In operation, the general rate at which the influent is supplied to the system for treatment is controlled according to the level in the storage tank 2, the precise control relationship varying with the requirements, but being established so as to avoid the overflow of the tank or depletion to a non-operating or ineicient operating condition. The design of this control and the capacity of tank required are, as is obvious, factors to be determined in each case according to the service requirements. It may be assumed, however, that since the rate of withdrawal of liquid from the tank is proportional to the level and will follow the rate of supply through pipe 1 as compared with the rate of withdrawal and discharge into the retention tank 6, the rate of supply of influent to this tank will be comparatively steady. Any increase in the rate of supply will tend to increase the liquid level in the flotation compartment 12 and also in the clarified efliuent chamber 26. However, any tendency in this level to rise will, through the liquid level controller 52, operate the servo mechanism 50 to lower the Weir 27, simultaneously increasing the rate of discharge of clarified eluent and restoring the liquid level to set value (or, as will be understood, t-o a point within the dead zone of permissible range of the control system-this permissible range may be only a small fraction of an inch). At the same time, the pressure in line 60 may be adjusted accordingly, so that skimming blade drive motor 35 and sludge removing pump 36 will increase their acti-on, as also will the air inlet valve 46 and chemical supply pump 42. In this way, the action of the entire system is automatically regulated and controlled for the most eicient operation. In consequence, it becomes possible to reduce the size of unit throughout, which is required to handle the effluent produced from any given process and it also becomes possible to obtain a much improved separation with clearer effluent, requiring a minimum of after processing.
With previously used systems, it has been necessary to adjust the various components in a relatively complicated and haphazard manner in order to relate the rate of treatment to the rate of supply of liquid to be treated, or to operate at a constant rate and provide a very large initial storage tank so as to avoid either overflow or drainage of this tank. This procedure, in addition to increasing the bulk and cost of the installation, results in diiculty in many cases due to settling or other change in the influent material due to overlong time of retention in the storage tank before processing. With the system of the present invention, however, a much simpler and more efficient operation is obtained. For example, any given flotation system may operate close to peak efficiency over considerable range and rate of treatment in terms of gallons per minute or other unit of measurement which is employed, and the maximum rate within this range may be a multiple, as, for example, two or three times the minimum rate. It now becomes possible, by assuming maximum rate of processing during periods of maximum supply of influent and minimum rate of processing during periods of little or no supply of influent, and then Working back to the corresponding levels in the storage tank, to design a storage tank capacity for the unit, in such a way that operation at an efficient rate of treatment is maintained at all times, the storage tank capacity is reduced to a minimum and the time of retention of the influent in the storage tank is also reduced to a minimum. Since the air and treatment chemical are automatically proportioned to the rate of flow of liquid being treated through the system, a stable, high eiiciency operation is obtained despite variations in the supply of the influent liquid.
The adjustable Weir 27 may take a variety of forms without departing from the invention in its broader aspect, but a specific form of Weir which has been found advantageous is shown in detail in FIG. 2, and has the advantage of simplicity, easy working and ready cleaning and servicing. FlG. 2 shows a portion of the end wall of clariied eluent discharge chamber 26, and the Weir 27, which may conveniently be made of stainless steel, as indicated. The weir is mounted in a slot or guideway formed by inner and outer rubber frames 80, 82., separated by a spacer frame 81 and held in place by a stiffener plate 83, this entire laminar structure being secured to the tank as by means of bolts 84. The Width of Weir 27 being somewhat greater than that of opening or notch 85 in the wall of tank 26, the rubber frame 80 where it supoprts the weir is backed up by the wall of tank 26, so that there is practically no strain upon the parts and very little operating friction to overcome.
What is claimed is:
1. In a otation separating system having a flotation tank and means for supplying inliuent liquid thereto and means for removing floated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom comprising a clarified liquid chamber connected to the notation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the flotation tank liquid level substantially constant.
2. In a flotation separating system having a flotation tank and means for treating and supplying influent liquid thereto and removing iioated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom comprising a clarified liquid chamber connected to the fiotation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the liquid level substantially constant, means responsive to the position of the said Weir for generating a control signal proportional to the rate of yflow over the Weir, and means actuated by the said control signal for regulating the operation of the treating means according to the said rate of oW.
3. In a fiotation separating system having a flotation tank and means for supplying influent liquid thereto and removing yfloated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom cornprising a clarified liquid chamber connected to the flotation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over Which the clarified liquid is discharged, means movably mounting the said. Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the liquid level substantially constant, means responsive to the position of the said Weir for generating a control signal proportional to the rate of flow over the Weir, and means actuated by the said control signal for regulating the said means for removing floated sludge to proportion the rate of sludge removal to the rate of discharge of clarified liquid.
4. In a flotation separating system having a flotation tank and means for supplying infiuent liquid thereto and removing floated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom cornprising a clarified liquid chamber connected to the flotation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the lsaid Weir and automatic means controlled thereby for moving the said Weir vand thereby varying the height of the said Weir to maintain the liquid level substantially constant, means responsive to the position of the said Weir for generating a control signal proportional to the rate of ow over the Weir, means for aerating the infiuent liquid and means actuated by the said control signal for regulating the action of the aerating means according to the said rate of fiow.
5. In a flotation separating system having a flotation tank and means for supplying influent liquid thereto and removing floated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom cornprising a clarified liquid chamber connected to the fiotation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mount'- ing the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the liquid level substantially constant, means responsive to the position of the said Weir for generating a control signal proportional to the rate of flow over the Weir, means for supplying treatment chemical to the influent and means actuated by the said control signal for regulating the action of the treatment chemical supply means according to the rate of ow.
6. In a flotation separating system having a flotation tank and means for supplying influent liquid thereto, including a receiving tank and pump, and means for removing floated sludge and clarified liquid from the flotation tank, the means for removing clarified liquid therefrom comprising a clarified liquid chamber connected to the otation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the Weir, automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the flotation tank liquid level substantially constant, and means responsive to the level in the receiving tank for regulating the pump to maintain the level in the receiving tank between predetermined limits.
7. In a fiotation separating system having a flotation tank and means for treating and supplying influent liquid thereto and removing floated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom comprising a clarified liquid chamber connected to the notation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the liquid level substantially constant, means responsive to the position of the said Weir for generating a control signal linearly proportional to the rate of flow over the Weir, and means actuated by the said control signal for regulating the operation of the treating means according to the said rate of flow.
S. 'Flotation separating system control mechanism according to claim 7, in which the means for generating the linear control signal comprises a member movable with the Weir, a signal generator and a linearity converter coupling the said member and signal generator.
9. Flotation separating system control mechanism according to claim 8, in which the said linearity converter comprises a cam mechanism.
l0. AIn a fiotation separating system having a otation tank and means for treating and supplying influent liquid thereto and removing floated sludge and clarified liquid therefrom, the means for removing clarified liquid therefrom comprising a clarified liquid chamber connected to the flotation tank for receiving the clarified liquid therefrom, automatic control mechanism comprising a Weir over which the clarified liquid is discharged, means movably mounting the said Weir in the said clarified liquid chamber, a liquid level controller for controlling the liquid level in back of the said Weir and automatic means controlled thereby for moving the said Weir and thereby varying the height of the said Weir to maintain the liquid level susbtantially constant, an air line, means responsive to the position of the said Weir for varying the pressure in said air line proportional to the rate of flow over the Weir, and means actuated by the air pressure in said line for regulating the operation of the said treating means according to the pressure in the said line.
References Cited in the ie of this patent UNITED STATES PATENTS EFisher Mar. 26, 1878 Dean Aug. 23, 1921 Browne Mar. 10, 1931 Stagemann Oct. 16, 1934 charpier Feb. 12, 1935 10 Stevenson Oct. 8, 1940 8 Lose Dec. 10, 1940 Juell Sept. 28, 1943 Harper Ian. 27, 1953 Geninl Jan. 12, 1954 Van Houten Mar. 2, 1954 Jordan Dec. 28, 1954 Eckert Aug. 7, 1956 Boyd Aug. 21, 1956 FOREIGN PATENTS Great Britain Apr. 8, 1953
US66310557 1957-06-03 1957-06-03 Control for flotation separation systems Expired - Lifetime US2994432A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US66310557 US2994432A (en) 1957-06-03 1957-06-03 Control for flotation separation systems

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US66310557 US2994432A (en) 1957-06-03 1957-06-03 Control for flotation separation systems

Publications (1)

Publication Number Publication Date
US2994432A true US2994432A (en) 1961-08-01

Family

ID=24660494

Family Applications (1)

Application Number Title Priority Date Filing Date
US66310557 Expired - Lifetime US2994432A (en) 1957-06-03 1957-06-03 Control for flotation separation systems

Country Status (1)

Country Link
US (1) US2994432A (en)

Cited By (33)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3421626A (en) * 1965-08-23 1969-01-14 Paul Schramm Sewage treatment systems including an aerating reservoir and a post-sedimentation reservoir supplied from said aerating reservoir
US4133746A (en) * 1976-11-23 1979-01-09 Magma Copper Company System and method of controlling froth flotation
US4156648A (en) * 1978-05-30 1979-05-29 The United States Of America As Represented By The Secretary Of The Navy Flotation device with pretreatment
US4193869A (en) * 1974-11-21 1980-03-18 Milton Brucker Wastewater and wastewater solid processing system
US4340471A (en) * 1980-07-23 1982-07-20 Sun-Ohio Inc. System and apparatus for the continuous destruction and removal of polychlorinated biphenyls from fluids
US4470905A (en) * 1980-06-02 1984-09-11 Pangburn Warren E Mechanism for extraction of immiscible, less dense material from a fluid
US4517091A (en) * 1982-11-02 1985-05-14 Ebara Corporation Solids-liquid separator
US4563274A (en) * 1983-09-12 1986-01-07 Haden Drysys International Limited Separation system including a floatation tank having level control means
US4585557A (en) * 1984-01-04 1986-04-29 Turnquist Sanfred E Apparatus for concentrating, separating and removing floating solid material
US4722791A (en) * 1984-01-04 1988-02-02 Turnquist Sanfred E Methods for detackifying, floating, concentrating, separating and removing floating solid paint material
US4956080A (en) * 1987-08-03 1990-09-11 Microlift Systems, Incorporated High pressure oxygen-saturated water treatment apparatus
US5277803A (en) * 1990-09-28 1994-01-11 Broussard Paul C Sr Water clarification method and apparatus
US5376266A (en) * 1990-09-28 1994-12-27 Broussard; Paul C. Water clarification method and apparatus
US5454942A (en) * 1994-08-23 1995-10-03 Anglian Water Plc Apparatus for the removal of floating sludge in dissolved air floatation basins at water purification and waste water treatment plants
US5938918A (en) * 1997-08-07 1999-08-17 Kidd; William J. Domestic water clarifier
US6019898A (en) * 1998-06-23 2000-02-01 Aqua-Aerobic Systems, Inc. Weir assembly with movable baffle member
JP2001193137A (en) * 2000-01-12 2001-07-17 Mitsubishi Electric Corp Sewage draining system
US20020195398A1 (en) * 2001-06-25 2002-12-26 Morse Dwain E. System and method for removing contaminants from liquid
US20040168965A1 (en) * 2003-02-27 2004-09-02 Sionix Corporation Self contained dissolved air flotation system
US20040168964A1 (en) * 2003-02-27 2004-09-02 Sionix Corporation Dissolved air flotation system
WO2004076358A2 (en) * 2003-02-27 2004-09-10 Sionix Corporation Dissolved air flotation system
US20040178153A1 (en) * 2002-10-14 2004-09-16 Morse Dwain E. Adjustable contaminated liquid mixing apparatus
US6890431B1 (en) 2000-02-18 2005-05-10 The F. B. Leopold Co., Inc. Buoyant media flotation
US20050109701A1 (en) * 2002-06-25 2005-05-26 Morse Dwain E. System and method of gas energy management for particle flotation and separation
US20060086669A1 (en) * 2004-10-22 2006-04-27 Jack Peter D Mass transfer apparatus and method
US20080230485A1 (en) * 2005-09-07 2008-09-25 Ronen Itzhak Shechter Method and Apparatus For Wastewater Treatment
US20090211974A1 (en) * 2005-09-09 2009-08-27 Degremont Water clarifying apparatus and implementing method
US8202336B1 (en) 2010-11-24 2012-06-19 Tri-Flo International, Inc. System for separation and containment of solids, liquids, and gases
WO2012112652A2 (en) * 2011-02-17 2012-08-23 Sionix Corporation Dissolved air flotation system with improved white water injection system
US8308956B1 (en) * 2009-12-11 2012-11-13 Tri-Flo International, Inc. Method for membrane fluid filtration and remediation
US8431027B2 (en) 2011-02-17 2013-04-30 Sionix Corporation Dissolved air flotation system with bubble separation system and method of use
US8691089B2 (en) * 2009-08-11 2014-04-08 Anaergia Inc. Method for separating suspended solids from a waste fluid
WO2015103662A1 (en) * 2014-01-09 2015-07-16 Aerofloat (Holdings) Pty Ltd System and method for treating water or wastewater

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US201602A (en) * 1878-03-26 Improvement in filters
US1388632A (en) * 1919-02-10 1921-08-23 Peter P Dean Means for regulating the flow of fluids
US1795288A (en) * 1929-02-13 1931-03-10 Fisher Governor Co Air block pilot control
US1977498A (en) * 1930-09-30 1934-10-16 Permutit Co Flow meter
US1991081A (en) * 1932-10-21 1935-02-12 Charpier Walter Automatic back water valve
US2217143A (en) * 1937-09-21 1940-10-08 Dow Chemical Co Purification of petroleum contaminated waters
US2224191A (en) * 1939-04-18 1940-12-10 Jr Charles Lose Filter bed cleaning
US2330589A (en) * 1940-01-24 1943-09-28 Juell Fredrik Method and device for separating solid substances from suspensions
US2626728A (en) * 1947-02-21 1953-01-27 Omega Machine Company Proportioning device
GB690000A (en) * 1951-01-30 1953-04-08 Permutit Co Ltd Improvements relating to apparatus for treating water with reagents
US2666172A (en) * 1943-11-17 1954-01-12 St Chamond Granat Ets Electric motor follow-up system for the adjustment of liquid levels
US2670848A (en) * 1950-05-11 1954-03-02 Shell Dev Floating self-adjusting liquid skimmer
US2698025A (en) * 1949-03-04 1954-12-28 Honeywell Regulator Co Air operated controller
US2757797A (en) * 1953-03-27 1956-08-07 Monsanto Chemicals Water treatment
US2759607A (en) * 1951-02-27 1956-08-21 Union Oil Co Flotation of hydrocarbon impurities

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US201602A (en) * 1878-03-26 Improvement in filters
US1388632A (en) * 1919-02-10 1921-08-23 Peter P Dean Means for regulating the flow of fluids
US1795288A (en) * 1929-02-13 1931-03-10 Fisher Governor Co Air block pilot control
US1977498A (en) * 1930-09-30 1934-10-16 Permutit Co Flow meter
US1991081A (en) * 1932-10-21 1935-02-12 Charpier Walter Automatic back water valve
US2217143A (en) * 1937-09-21 1940-10-08 Dow Chemical Co Purification of petroleum contaminated waters
US2224191A (en) * 1939-04-18 1940-12-10 Jr Charles Lose Filter bed cleaning
US2330589A (en) * 1940-01-24 1943-09-28 Juell Fredrik Method and device for separating solid substances from suspensions
US2666172A (en) * 1943-11-17 1954-01-12 St Chamond Granat Ets Electric motor follow-up system for the adjustment of liquid levels
US2626728A (en) * 1947-02-21 1953-01-27 Omega Machine Company Proportioning device
US2698025A (en) * 1949-03-04 1954-12-28 Honeywell Regulator Co Air operated controller
US2670848A (en) * 1950-05-11 1954-03-02 Shell Dev Floating self-adjusting liquid skimmer
GB690000A (en) * 1951-01-30 1953-04-08 Permutit Co Ltd Improvements relating to apparatus for treating water with reagents
US2759607A (en) * 1951-02-27 1956-08-21 Union Oil Co Flotation of hydrocarbon impurities
US2757797A (en) * 1953-03-27 1956-08-07 Monsanto Chemicals Water treatment

Cited By (53)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3421626A (en) * 1965-08-23 1969-01-14 Paul Schramm Sewage treatment systems including an aerating reservoir and a post-sedimentation reservoir supplied from said aerating reservoir
US4193869A (en) * 1974-11-21 1980-03-18 Milton Brucker Wastewater and wastewater solid processing system
US4133746A (en) * 1976-11-23 1979-01-09 Magma Copper Company System and method of controlling froth flotation
US4156648A (en) * 1978-05-30 1979-05-29 The United States Of America As Represented By The Secretary Of The Navy Flotation device with pretreatment
US4470905A (en) * 1980-06-02 1984-09-11 Pangburn Warren E Mechanism for extraction of immiscible, less dense material from a fluid
US4340471A (en) * 1980-07-23 1982-07-20 Sun-Ohio Inc. System and apparatus for the continuous destruction and removal of polychlorinated biphenyls from fluids
US4517091A (en) * 1982-11-02 1985-05-14 Ebara Corporation Solids-liquid separator
US4563274A (en) * 1983-09-12 1986-01-07 Haden Drysys International Limited Separation system including a floatation tank having level control means
US4585557A (en) * 1984-01-04 1986-04-29 Turnquist Sanfred E Apparatus for concentrating, separating and removing floating solid material
US4722791A (en) * 1984-01-04 1988-02-02 Turnquist Sanfred E Methods for detackifying, floating, concentrating, separating and removing floating solid paint material
US4956080A (en) * 1987-08-03 1990-09-11 Microlift Systems, Incorporated High pressure oxygen-saturated water treatment apparatus
US5277803A (en) * 1990-09-28 1994-01-11 Broussard Paul C Sr Water clarification method and apparatus
US5376266A (en) * 1990-09-28 1994-12-27 Broussard; Paul C. Water clarification method and apparatus
US5454942A (en) * 1994-08-23 1995-10-03 Anglian Water Plc Apparatus for the removal of floating sludge in dissolved air floatation basins at water purification and waste water treatment plants
US5938918A (en) * 1997-08-07 1999-08-17 Kidd; William J. Domestic water clarifier
US6019898A (en) * 1998-06-23 2000-02-01 Aqua-Aerobic Systems, Inc. Weir assembly with movable baffle member
JP2001193137A (en) * 2000-01-12 2001-07-17 Mitsubishi Electric Corp Sewage draining system
JP4549470B2 (en) * 2000-01-12 2010-09-22 三菱電機株式会社 Sewage drainage system
US7037432B2 (en) 2000-02-18 2006-05-02 The F.B. Leopold Co., Inc. Buoyant media flotation
US6890431B1 (en) 2000-02-18 2005-05-10 The F. B. Leopold Co., Inc. Buoyant media flotation
US20050161406A1 (en) * 2000-02-18 2005-07-28 The F.B. Leopold Co., Inc. Buoyant media flotation
US6949195B2 (en) * 2001-06-25 2005-09-27 Dwain E. Morse System and method for removing contaminants from liquid
US20020195398A1 (en) * 2001-06-25 2002-12-26 Morse Dwain E. System and method for removing contaminants from liquid
US20050109701A1 (en) * 2002-06-25 2005-05-26 Morse Dwain E. System and method of gas energy management for particle flotation and separation
US7374689B2 (en) 2002-06-25 2008-05-20 Clean Water Technology, Inc. System and method of gas energy management for particle flotation and separation
US7347939B2 (en) 2002-10-14 2008-03-25 Clean Water Technology, Inc. Adjustable contaminated liquid mixing apparatus
US20040178153A1 (en) * 2002-10-14 2004-09-16 Morse Dwain E. Adjustable contaminated liquid mixing apparatus
US7033495B2 (en) * 2003-02-27 2006-04-25 Sionix Corporation Self contained dissolved air flotation system
US7767080B2 (en) 2003-02-27 2010-08-03 Sionix Corporation Self contained dissolved air flotation system
US7981287B2 (en) 2003-02-27 2011-07-19 Sionix Corporation Self contained dissolved air flotation system
US20040168965A1 (en) * 2003-02-27 2004-09-02 Sionix Corporation Self contained dissolved air flotation system
US20070000840A1 (en) * 2003-02-27 2007-01-04 Sionix Corporation Self contained dissolved air flotation system
US20040168964A1 (en) * 2003-02-27 2004-09-02 Sionix Corporation Dissolved air flotation system
WO2004076358A2 (en) * 2003-02-27 2004-09-10 Sionix Corporation Dissolved air flotation system
US20100314302A1 (en) * 2003-02-27 2010-12-16 Sionix Corporation Self Contained Dissolved Air Flotation System
US6921478B2 (en) * 2003-02-27 2005-07-26 Sionix Corporation Dissolved air flotation system
WO2004076358A3 (en) * 2003-02-27 2005-04-21 Sionix Corp Dissolved air flotation system
US7628924B2 (en) * 2004-10-22 2009-12-08 Nels Robert Ladouceur Mass transfer apparatus and method
US20060086669A1 (en) * 2004-10-22 2006-04-27 Jack Peter D Mass transfer apparatus and method
US20080230485A1 (en) * 2005-09-07 2008-09-25 Ronen Itzhak Shechter Method and Apparatus For Wastewater Treatment
US20090211974A1 (en) * 2005-09-09 2009-08-27 Degremont Water clarifying apparatus and implementing method
US8691089B2 (en) * 2009-08-11 2014-04-08 Anaergia Inc. Method for separating suspended solids from a waste fluid
US8308956B1 (en) * 2009-12-11 2012-11-13 Tri-Flo International, Inc. Method for membrane fluid filtration and remediation
US8202336B1 (en) 2010-11-24 2012-06-19 Tri-Flo International, Inc. System for separation and containment of solids, liquids, and gases
US8337577B1 (en) 2010-11-24 2012-12-25 Tri-Flo International, Inc. Method for separation and containment of solids, liquids, and gases
WO2012112652A3 (en) * 2011-02-17 2012-12-27 Sionix Corporation Dissolved air flotation system with improved white water injection system
US8431027B2 (en) 2011-02-17 2013-04-30 Sionix Corporation Dissolved air flotation system with bubble separation system and method of use
WO2012112652A2 (en) * 2011-02-17 2012-08-23 Sionix Corporation Dissolved air flotation system with improved white water injection system
WO2015103662A1 (en) * 2014-01-09 2015-07-16 Aerofloat (Holdings) Pty Ltd System and method for treating water or wastewater
AU2014280927B2 (en) * 2014-01-09 2016-01-28 Aerofloat (Holdings) Pty Ltd System and method for treating water or wastewater
CN105899464A (en) * 2014-01-09 2016-08-24 艾罗弗洛特控股有限公司 System and method for treating water or wastewater
US9708197B2 (en) 2014-01-09 2017-07-18 Aerofloat (Holdings) Pty Ltd System and method for treating water or wastewater
CN105899464B (en) * 2014-01-09 2020-12-08 艾罗弗洛特控股有限公司 System and method for treating water

Similar Documents

Publication Publication Date Title
US2994432A (en) Control for flotation separation systems
US2695710A (en) Flotation and clarification apparatus
US2324400A (en) Liquid clarification
SE504615C2 (en) Method and apparatus for mixing and scrubbing water in a treatment pool
GB1261964A (en) Sewage treatment plant
US2360812A (en) Purification of liquids
GB1519838A (en) Apparatus and process for monitoring and controlling the freedom from suspended particles of the overflow liquid from settling tanks in mechnaical separation processes for liquid-solid phases
US2532457A (en) Method and apparatus for removing
US3166502A (en) Sludge discharge means for sedimentation apparatus
US3886071A (en) Filter
US4738784A (en) Flotation device
GB1461099A (en) Purification of waste waters
GB1136568A (en) Process and apparatus for the clarification treatment of solids-carrying liquids
US5047149A (en) Apparatus for the clarification of liquids, such as notably water, fruit juices, grape must or similar
US3339345A (en) Hydraulic and pneumatic foam collection, pick-up and collapse system with concentrated liquid recirculation
US2360551A (en) Sewage treatment method and apparatus
US2285697A (en) Sewage treatment method and apparatus
GB1231727A (en)
USRE21502E (en) Treatment of pulps
US2987185A (en) Removal of grit from sewage
US3501000A (en) Fluid pumping method and apparatus
US3804594A (en) Apparatus for liquid-liquid extraction
GB491623A (en) An improved method of, and apparatus for, separating solids and liquids in sewage and polluted water
US2559462A (en) Method and apparatus for separating oxidizable materials from liquids by oxygenation and aerobic biochemical action
US266204A (en) roeckner