WO2021169912A1 - Device and method for treating sulfur-containing organic wastewater by means of wet oxidation - Google Patents

Device and method for treating sulfur-containing organic wastewater by means of wet oxidation Download PDF

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WO2021169912A1
WO2021169912A1 PCT/CN2021/077225 CN2021077225W WO2021169912A1 WO 2021169912 A1 WO2021169912 A1 WO 2021169912A1 CN 2021077225 W CN2021077225 W CN 2021077225W WO 2021169912 A1 WO2021169912 A1 WO 2021169912A1
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liquid
pipe
gas
inlet
shell
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PCT/CN2021/077225
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French (fr)
Chinese (zh)
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杨强
许萧
王俊杰
钱运东
王磊
王志强
孟敏
李裕东
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华东理工大学
上海米素环保科技有限公司
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/20Treatment of water, waste water, or sewage by degassing, i.e. liberation of dissolved gases
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/38Treatment of water, waste water, or sewage by centrifugal separation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/40Devices for separating or removing fatty or oily substances or similar floating material
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/74Treatment of water, waste water, or sewage by oxidation with air
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/101Sulfur compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/30Organic compounds
    • 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Definitions

  • the invention belongs to the technical field of wet oxidation, and specifically relates to a device and method for wet oxidation treatment of sulfur-containing organic wastewater.
  • Wet oxidation technology namely Wet Air Oxidation (WAO)
  • WAO Wet Air Oxidation
  • the oxygen in the air is used to oxidize the sulfide in the waste lye into sodium thiosulfate or sulfate to eliminate the odor; in the liquid phase
  • the applicable organic pollutant concentration is between the incineration treatment concentration and the biochemical treatment concentration.
  • the wet oxidation reaction is a free radical reaction, including four stages: induction period, proliferation period, degradation period and end period.
  • induction period molecular oxygen reacts with organic matter to generate hydrocarbyl radicals.
  • hydrocarbyl radicals continue to react with molecular oxygen, and the resulting ester radicals react with organic substances to generate low-molecular acids and hydroxyl radicals.
  • Molecular acid decomposes into ether radicals, hydroxyl radicals and hydrocarbyl radicals. Hydroxyl radicals have strong oxidizing properties, and then deoxidize organic pollutants.
  • the energy between the free radicals is combined and the reaction stops.
  • the problems encountered in the treatment of wastewater by wet oxidation reactions include the presence of hydrocarbon oil in the wastewater, low oxidation efficiency, difficulty in degassing reaction products, and failure to meet the standard for closed slag discharge.
  • the hydrocarbons from the alkaline washing process and the butter produced in the alkaline washing tower are entrained in the waste lye.
  • the waste lye with oil causes the temperature and pressure of the oxidation reactor to fluctuate, causing the reactor to fly , Coking occurs, and even the residual oxygen content at the outlet of the reactor drops sharply.
  • the violent fluctuations caused serious entrainment of gas mist at the outlet of the reactor, which made the on-line oxygen meter malfunction.
  • the lye and oil system is very easy to emulsify, the current common methods such as inclined plate sedimentation, cyclone separation, and filter element coalescence cannot meet the requirements of long-period, high-efficiency lye degreasing.
  • the wet oxidation reactor contains a large number of fine-sized bubbles.
  • the smaller bubbles in the reaction product have higher fluid followability.
  • the fine bubbles are difficult to peel off from the liquid phase, and the vapor phase mist entrainment is serious.
  • the volume of the gas-liquid separator cannot be too large, which poses new challenges to the traditional sedimentation gas-liquid separation technology.
  • the liquid phase product will produce a certain amount of sludge precipitation after neutralization, which needs to be discharged regularly.
  • the reaction pressure of wet oxidation is usually greater than 1 MPa, containing acid, alkali, and toxic organic components. Under the trend of increasingly stringent environmental protection and safety requirements, higher requirements are put forward on the technology of airtight cleaning of sludge.
  • the present invention provides a wet oxidation treatment device for sulfur-containing organic wastewater, and a method for achieving this effect.
  • a device for wet oxidation treatment of sulfur-containing organic wastewater includes a coalescing and degreasing unit, an oxidation reaction unit, a cyclone degassing unit and a closed sludge discharge unit;
  • the coalescing and degreasing unit includes a coalescer, and the coalescer includes a first shell and an oil removing device in the first shell; the top surface of the first shell is provided with a liquid inlet and oil Phase outlet; the bottom of the first shell below the oil phase outlet is provided with a first drain;
  • the oxidation reaction unit includes a reactor, the reactor includes a second shell, a partition is fixed in the second shell, and more than one fractal internals are fixed on the partition;
  • the second shell is provided with a gas inlet and a liquid inlet, the liquid inlet is communicated with the first liquid outlet, and the upper part of the second shell is provided with a first gas-liquid outlet;
  • the fractal inner piece It includes a cylinder body, a bottom plate is fixed at the bottom of the cylinder body, a liquid inlet is opened on the cylinder body above the bottom plate, and an air inlet pipe pointing to the bottom plate is fixed on the side wall of the cylinder body.
  • the bottom of the air inlet pipe is sealed, the air inlet pipe is provided with a plurality of aeration micropores, the liquid inlet and the air inlet pipe are both located below the partition, and the top of the cylinder is a second air-liquid outlet ;
  • the cyclone degassing unit includes a third housing and a cyclone deaerator in the third housing, a gas-liquid two-phase inlet is provided on the side of the third housing, and the gas-liquid two-phase inlet Communicating the cyclone deaerator and the second gas-liquid outlet, a second liquid discharge port is provided at the bottom of the third casing, and a gas phase discharge port is provided on the top of the third casing;
  • the airtight mud drain unit includes a fourth shell and a mud drain provided at the bottom of the fourth shell.
  • the fourth shell is provided with a liquid inlet and a mud outlet, and the liquid inlet It is in communication with the second liquid discharge port, and the sludge discharger is in communication with the sludge discharge port.
  • the oil removal device includes a fluid rectifier, an X-shaped fiber layer and a corrugated plate layer which are sequentially arranged between the liquid inlet and the oil phase outlet.
  • the X-type fiber layer includes lipophilic and hydrophobic fibers and hydrophilic and oleophobic fibers, wherein the lipophilic and hydrophobic fibers are made of polyimide, polytetrafluoroethylene or polyparaphenylene. Phthalamide, the hydrophilic and oleophobic fiber material is 316 alloy, 321 alloy or 20 alloy.
  • the corrugated plate layer includes a plurality of zigzag corrugated plates arranged side by side, the distance between adjacent corrugated plates is 5-25mm, and the wave crest is provided with a circular hole with a diameter of 5-10mm.
  • the spacing between the holes is 50 to 300 mm.
  • the present invention is further provided that a throat is fixed in the second gas-liquid outlet, the middle of the throat is a through hole with a small middle and two large ends, and the minimum inner diameter of the throat is 6-100 mm.
  • the present invention is further provided that a circulating pump is provided on the outside of the reactor, and two ends of the circulating pump are respectively connected to the inside of the reactor located above and below the partition.
  • the upper part of the fourth housing is provided with a liquid discharge outlet;
  • the sludge discharger includes a main pipe, a branch pipe, and a sludge discharge pipe connected in sequence; and the fourth housing is provided with high-pressure water Inlet, the main pipeline is connected to the high-pressure water inlet, the sludge discharge pipe is connected to the sludge discharge port;
  • the sub-pipe is connected with an open blocking plate, and the opening of the blocking plate is connected with an ejector Nozzle, the axis of the ejection nozzle and the sub-pipe are coincident;
  • the ejection nozzle and the main pipe are connected with a mud mixing nozzle outside the sub-pipe, and the ejection nozzle and the mud discharge
  • the sub-pipe between the pipes is provided with a mud-inducing chamber, and the sub-pipe between the ejection nozzle and the mud-inducing chamber is communicated with an umbrella-shaped suction cup.
  • the present invention is further provided that more than one sub-pipe is connected between the main pipe and the sludge discharge pipe, and the cross-sectional area of the main pipe is the sum of the cross-sectional areas of all the sub-pipes.
  • the diameter of the sub-pipe is 20-200 mm
  • the mud mixing nozzle and the sub-pipe have an included angle of 30-80°
  • the umbrella-shaped suction cup has an expansion angle of 90-160 degrees.
  • the top of the umbrella-shaped suction cup has a hole, and a straight pipe with a diameter of 30-100 mm is welded to the opening of the sub-pipe, and the length of the straight pipe is 50-80 mm.
  • the present invention is further provided that the high-pressure water inlet is communicated with a booster pump.
  • the present invention also provides a method for wet oxidation treatment of sulfur-containing organic wastewater using the above-mentioned device.
  • the core steps include the degreasing of the raw material liquid, the enhancement of gas-liquid reaction mass transfer, the improvement of the gas-liquid separation efficiency of the reaction product, and the closed slag discharge, including the following step:
  • the formed sludge enters the fourth housing through the liquid inlet, and is discharged from the sludge outlet through the sludge discharger.
  • the present invention is further configured that, in step (1), the temperature of the sulfur-containing organic wastewater is 4 to 210 degrees Celsius, and the oil content after treatment is reduced to 0.1 to 20 mg/L.
  • the present invention is further provided that the gas-liquid ratio in the fractal internals is 0.1-30, the apparent gas velocity is 0.001-0.1 m/s, the bubble diameter is 0.02-20 mm, and the liquid phase residence time is 1.5-2.5 hours.
  • the present invention is further configured that, in step (4), a booster pump is used to provide sufficient power to the high-pressure water inlet, and the booster pump has a pressure of 0.2-2 MPa.
  • the present invention has the following beneficial effects:
  • reaction feed After the coalescing and degreasing unit treatment, the reaction feed has a good degreasing protection effect, and it is not easy to coke and fly over temperature.
  • the bubbles in the reactor are finer, which is beneficial to speed up the oxidation speed and deepen the reaction accuracy.
  • Figure 1 is a schematic diagram of the overall structure of the present invention.
  • Figure 2 is a schematic diagram of the structure of the fractal internals
  • Figure 3 is a schematic diagram of the structure of a cyclone degasser
  • Figure 4A is a schematic diagram of the structure of the mud discharging device (single mud discharging device);
  • Figure 4B is a schematic diagram of the structure of the sludge discharging device (the sludge discharging device is installed in parallel);
  • Figure 5 is a schematic diagram of the structure of the oxidation reaction unit (with a circulating pump);
  • Fig. 6 is a schematic diagram of a partial structure of the corrugated board layer.
  • 1 coalescing and degreasing unit 1-1 fluid rectifier; 1-2X type fiber layer; 1-3 corrugated board layer; 1-3-1 corrugated board;
  • Cyclone degassing unit 3 Cyclone degassing unit; 3-1 Cyclone deaerator; 3-1-1 liquid and gas inlet; 3-1-2 column cavity; 3-1-3 liquid phase outlet; 3-1-4 overflow pipe Conical port; 3-1-5 first overflow pipe column cavity; 3-1-6 secondary liquid outlet; 3-1-7 annular slot; 3-1-8 second overflow pipe column cavity;
  • 4 Closed mud discharge unit 4-1 mud discharge device; 4-1-1 ejection nozzle; 4-1-2 mud mixing nozzle; 4-1-3 umbrella-shaped suction cup; 4-1-4 mud chamber; 4 -1-5 main pipeline; 4-1-6 branch pipeline; 4-1-7 mud channel;
  • a device for wet oxidation treatment of sulfur-containing organic wastewater includes a coalescing and degreasing unit 1, an oxidation reaction unit 2, a cyclone degassing unit 3, and a closed sludge discharge unit 4, see figure 1.
  • the coalescing and degreasing unit includes a coalescer, and the coalescer includes a first housing and a degreasing device in the first housing.
  • the top surface of the first shell is provided with a liquid inlet and an oil phase outlet; the bottom of the first shell below the oil phase outlet is provided with a first liquid outlet.
  • the oil removal device includes a fluid rectifier 1-1, an X-shaped fiber layer 1-2 and a corrugated plate layer 1-3 arranged in sequence between the liquid inlet and the oil phase outlet.
  • the corrugated board layer 1-3 includes a plurality of zigzag corrugated boards 1-3-1 arranged side by side, the distance between adjacent corrugated boards 1-3-1 is 5-25mm, and the wave crest has a diameter of 5-10mm. The distance between the round holes is 50 ⁇ 300mm.
  • the structure of the X-type fiber layer 1-2 in the present invention is consistent with the structure of the X-type fiber layer in the patent CN201410211202.0.
  • the X-type fiber layer 1-2 includes lipophilic and hydrophobic fibers and hydrophilic and oleophobic fibers.
  • the lipophilic and hydrophobic fibers are made of polyimide, polytetrafluoroethylene or poly(p-phenylene terephthalamide).
  • the hydrophilic and oleophobic fiber material is 316 alloy, 321 alloy or 20 alloy.
  • the treatment process of the coalescing and degreasing unit is: after the sulfur-containing organic wastewater enters the coalescer, the wastewater is rectified by the fluid rectifier 1-1, so that the fluid is evenly distributed in the radial cross section of the fluid flow; the rectified wastewater is uniform Into the X-shaped braided layer 1-2 formed by the interlaced weaving of lipophilic and hydrophobic fibers and hydrophilic and oleophobic fibers, in the X-shaped braid 1-2, oil droplets are captured, coalesced and grown, and a trace oil-in-water emulsion is formed Demulsification and separation; the coalesced and separated oil and water enter the corrugated sheet layer 1-3 for rapid growth and separation of oil droplets; after the process of separation, the oil content in the wastewater is reduced to 0.1-20mg/L.
  • the oxidation reaction unit includes a reactor. See Fig. 2.
  • the reactor includes a second shell.
  • a partition 2-2 is fixed in the second shell, and more than one fractal inner part 2-1 is fixed on the partition 2-2.
  • the fractal internals 2-1 can be fixed in parallel.
  • a gas inlet and a liquid inlet are provided on the second shell located under the partition 2-2, the liquid inlet is connected with the first liquid discharge port, and the upper part of the second shell is provided with a first gas-liquid outlet.
  • the fractal inner part 2-1 includes a cylinder, the bottom of the cylinder is fixed with a bottom plate 2-1-8, the cylinder above the bottom plate 2-1-8 is provided with a liquid inlet 2-1-7, and the side wall of the cylinder An intake pipe pointing to the bottom plate 2-1-8 is fixed on the top.
  • the bottom of the intake pipe can be sealed by an intake plug 2-1-4.
  • There are multiple aeration micropores 2-1-3, the liquid inlet 2-1-7 and the air inlet 2-1-6 are located under the partition 2-2, and the top of the cylinder is the second gas-liquid outlet 2. -1-1.
  • the minimum flow channel size of the fractal inner part 2-1 is 1.2-12mm. Runner refers to all circulation areas except equipment.
  • a throat pipe 2-1-2 is fixed in the second gas-liquid outlet 2-1-1, and the middle of the throat pipe 2-1-2 is a through hole with a small middle and two large ends, and the minimum inner diameter of the throat pipe is 6 ⁇ 100mm.
  • the present invention also provides a circulating feed system for the oxidation reaction unit.
  • a circulating pump 7 is provided on the outside of the reactor, and the two ends of the circulating pump 7 are respectively connected to the inside of the reactor located above and below the partition plate 2-2.
  • the reacted product part is injected into the fractal inner part 2-1 again through the circulating pump 7, so that the reacted liquid phase reacts with fresh air for a second time, so as to achieve the purpose of improving the oxidation efficiency.
  • the treatment process of the oxidation reaction unit is: the sulfur-containing organic wastewater after coalescing and degreasing is pressurized by the booster pump and then enters the liquid inlet of the fractal inner part 2-1. At the same time, fresh air enters the inlet pipe through the compressor. Port 2-1-6 is blown into the fractal inner part 2-1. After the gas enters the air inlet pipe, bubbles are generated through the aeration micropores 2-1-3.
  • the bubbles and sulfur-containing organic wastewater are fully uniform in the mixing chamber 2-1-5 After mixing, it is sprayed out through the throat 2-1-2, and the oxygen in the fractal bubble fully reacts with the sulfide in the sulfur-containing organic waste water to oxidize it into sodium thiosulfate or sulfate.
  • All equipment parts in the reactor are large-sized channels and static parts. There is no flow dead zone in the device, which can avoid a large amount of potential fouling deposits in the oxidation reaction.
  • the waste lye and compressed air are used as kinetic energy sources, and the water contained in the upper cavity of the partition is a continuous phase fluid, which causes the gas-liquid to mix with the existing liquid in the upper cavity of the partition, so that the temperature of the device is more uniform.
  • most of the gas size is small, which prevents the gas from rising rapidly due to its low density relative to the surrounding liquid. This smaller bubble lengthens the contact time between the gas and the liquid, and greatly improves the oxygen utilization rate.
  • the swirling flow degassing unit includes a third shell and a swirling flow deaerator 3-1 in the third shell (the structure of the swirling flow deaerator 3-1 is similar to the use of swirling or centrifugal field in the patent CN201310037577.5 It is consistent with the structure of the pressure gradient field coupling device for liquid degassing), the side of the third shell is provided with a gas-liquid two-phase inlet, and the gas-liquid two-phase inlet communicates with the cyclone degasser 3-1 and the second gas-liquid Outlet 2-1-1, a second liquid discharge port is provided at the bottom of the third casing, and a gas-phase discharge port is provided on the top of the third casing.
  • the processing process of the cyclone degassing unit is: combined with the cyclonic deaerator in Figure 3, the reacted gas-liquid mixture enters the device from the liquid gas inlet 3-1-1 under a certain pressure, and under the action of the centrifugal field,
  • the gas in the liquid migrates to the center position of the column cavity 3-1-2, generating a pressure gradient field, and the gas dissolved in the inlet liquid migrates to the center axis position of the column cavity 3-1-2 under the action of the pressure gradient field, and
  • the gas separated from the centrifugal field at the 3-1-4 section of the conical port at the end of the first overflow pipe is mixed and discharged through the first overflow pipe column cavity 3-1-5, and the liquid entrained by the gas is discharged through the second overflow
  • the annular slot 3-1-7 on the column cavity 3-1-8 performs secondary separation, and the purified gas is discharged from the upper opening of the second overflow pipe column cavity 3-1-8, entraining the recovered secondary liquid It is discharged through the secondary
  • the closed mud discharge unit includes a fourth shell and a mud drain 4-1 arranged at the bottom of the fourth shell.
  • the fourth shell is provided with a liquid inlet and a mud outlet, and the liquid inlet and the second The two liquid discharge ports are connected, and the mud discharging device 4-1 is connected to the mud discharging port, see Figure 4A.
  • the upper part of the fourth shell is provided with a liquid discharge outlet;
  • the sludge discharger includes a main pipe 4-1-5, a sub-pipe 4-1-6, and a sludge discharge pipe 4-1-7 that are connected in sequence;
  • the fourth shell The body is provided with a high-pressure water inlet, the main pipeline is connected to the high-pressure water inlet, the high-pressure water inlet is connected to the booster pump 5, and the mud discharge pipe 4-1-7 is connected to the mud discharge port;
  • the sub-pipe 4-1-6 is connected with an opening The ejection nozzle 4-1-1 is connected to the opening of the blocking plate.
  • the axis of the ejection nozzle 4-1-1 and the sub-pipe 4-1-6 coincide; the ejection nozzle 4-1-1 and The branch pipe 4-1-6 between the main pipe 4-1-5 is connected with the mud mixing nozzle 4-1-2, the ejection nozzle 4-1-1 and the mud pipe 4-1-7 are connected with each other.
  • the pipe 4-1-6 is provided with a mud-inducing chamber 4-1-4, and the sub-pipe 4-1-6 between the ejection nozzle 4-1-1 and the mud-inducing chamber 4-1-4 is connected with an umbrella outside. Suction cup 4-1-3.
  • the closed sludge discharging unit of the present invention can be further equipped with a parallel installation mode of sludge discharging devices to increase the processing capacity.
  • a parallel installation mode of sludge discharging devices to increase the processing capacity.
  • the diameter of the sub-pipe 4-1-6 is 20-200mm, the mud mixing nozzle 4-1-2 and the sub-pipe are at an angle of 30-80°; the expansion angle of the umbrella-shaped suction cup 4-1-3 is 90-160 degrees.
  • Umbrella suction cup 4-1-3 has a hole on the top, and a straight pipe with a diameter of 30-100mm is welded to the opening of the sub-pipe 4-1-6, and the length of the straight pipe is 50-80mm.
  • the treatment process of the closed sludge discharge unit is: the liquid phase feed and neutralization reaction after degassing by the cyclone degassing unit.
  • the neutralization reaction can be carried out in the mixer 6 or artificially added and adjusted, and the neutralized liquid enters the closed discharge In the mud unit, after gravity sedimentation, the treated waste liquid is discharged, and the sludge is deposited on the bottom and needs to be discharged regularly.
  • the booster pump When the mud is discharged, the booster pump is turned on, the high-pressure water flows into the main pipe 4-1-5, one water flow is sprayed out through the mud mixing nozzle 4-1-2 to loosen the deposited mud, and the other water flow passes through the ejection nozzle 4-1 -1 is ejected, and negative pressure is formed in the pipeline when the high-pressure water jet is sprayed.
  • the loose mud is sucked into the pipeline through the umbrella-shaped suction cup 4-1-3, and is discharged after being mixed with the high-pressure water flow in the mud discharge channel 4-1-7.
  • the method of the present invention for wet oxidation treatment of sulfur-containing organic wastewater using the above-mentioned device can be summarized as follows: firstly, the sulfur-containing organic wastewater is subjected to high-efficiency degreasing treatment, and the sulfide is chemically oxidized by the air oxidation method, and the reaction product enters the cyclone. Degasser for deep gas-liquid separation. The desulfurized wastewater is neutralized, and the neutralized waste liquid flows to the closed sludge discharge unit to precipitate out suspended solids and some colloids. The sludge settled at the bottom is regularly discharged through the sludge discharger. Specifically, it includes the following steps:
  • the degreasing wastewater enters the liquid inlet of the fractal internals, and air is filled into the intake pipe.
  • the gas-liquid ratio entering the fractal internals is 0.1-30, the apparent gas velocity is 0.001-0.1m/s, and the bubble diameter It is 0.02-20mm, and the liquid phase residence time is 1.5-2.5 hours.
  • the wastewater fully reacts with the oxygen in the air, and the reacted gas-liquid two-phase product is discharged from the first gas-liquid outlet into the cyclone degasser;
  • the formed sludge enters the fourth shell through the liquid inlet, and the high-pressure water is pumped into the bottom mud drain through the high-pressure water inlet by the booster pump (control pressure is 0.2 ⁇ 2MPa), after the high-pressure water enters the pipeline It is divided into two paths, one of which is sprayed out through mud mixing nozzle to make the sludge deposited at the bottom loose and uniform, and the other is through the ejection nozzle to generate a high-speed jet to form a vacuum in the sludge chamber, and the sludge at the bottom of the fourth shell passes through The mud chamber is sucked in, mixed with the high-speed jet in the pipeline and discharged.

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  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
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Abstract

A device for treating sulfur-containing organic wastewater by means of wet oxidation. The device comprises an aggregation oil removal unit (1), an oxidation reaction unit (2), a cyclone degassing unit (3), and a closed sludge discharge unit (4). Also provided is a method for treating sulfur-containing organic wastewater by means of wet oxidation by using the device. The method comprises: first performing high-efficiency oil removal treatment on the sulfur-containing organic wastewater, then performing chemical oxidation treatment on a sulfide by using an air oxidation method, performing deep gas-liquid separation on a reaction product which enters the cyclone degassing unit (3), and hermetically discharging sludge by means of a sludge discharger.

Description

一种湿式氧化处理含硫有机废水的装置和方法Device and method for wet oxidation treatment of sulfur-containing organic wastewater 技术领域Technical field
本发明属于湿式氧化技术领域,具体涉及一种湿式氧化处理含硫有机废水的装置和方法。The invention belongs to the technical field of wet oxidation, and specifically relates to a device and method for wet oxidation treatment of sulfur-containing organic wastewater.
背景技术Background technique
湿式氧化技术即中高压空气氧化法(Wet Air Oxidation,简称WAO)是一种处理有毒、有害、高浓度有机废水的重要方法。在100-373摄氏度、0.5-10MPa条件下,以空气中的氧气为氧化剂,利用空气中的氧气将废碱液中的硫化物氧化成硫代硫酸钠或者硫酸盐,消除恶臭气味;在液相中将污染物氧化为无机物或者小分子有机物,降低废碱液中的COD浓度,适用于COD范围在几千到几十万(mg/L)。适用的有机污染物浓度介于焚烧法处理浓度和生化法处理浓度之间。Wet oxidation technology, namely Wet Air Oxidation (WAO), is an important method for treating toxic, harmful, and high-concentration organic wastewater. Under the conditions of 100-373 degrees Celsius and 0.5-10 MPa, using oxygen in the air as the oxidant, the oxygen in the air is used to oxidize the sulfide in the waste lye into sodium thiosulfate or sulfate to eliminate the odor; in the liquid phase It oxidizes pollutants into inorganic substances or small molecular organic substances, reduces the COD concentration in waste lye, and is suitable for COD in the range of thousands to hundreds of thousands (mg/L). The applicable organic pollutant concentration is between the incineration treatment concentration and the biochemical treatment concentration.
以有机物湿式氧化反应为例,湿式氧化反应属于自由基反应,包括诱导期、增殖期、退化期和结束期4个阶段。在诱导期,分子氧与有机物反应生成烃基自由基,在增殖期,烃基自由基继续与分子氧反应,产生的酯基自由基与有机物作用生成低分子酸和羟基自由基,在退化期,低分子酸分解成醚基自由基、羟基自由基以及烃基自由基。羟基自由基具有强氧化性,再去氧化有机污染物,在结束期,自由基之间的能量结合,反应停止。Taking the wet oxidation reaction of organic matter as an example, the wet oxidation reaction is a free radical reaction, including four stages: induction period, proliferation period, degradation period and end period. In the induction period, molecular oxygen reacts with organic matter to generate hydrocarbyl radicals. In the proliferation period, hydrocarbyl radicals continue to react with molecular oxygen, and the resulting ester radicals react with organic substances to generate low-molecular acids and hydroxyl radicals. Molecular acid decomposes into ether radicals, hydroxyl radicals and hydrocarbyl radicals. Hydroxyl radicals have strong oxidizing properties, and then deoxidize organic pollutants. At the end of the period, the energy between the free radicals is combined and the reaction stops.
目前湿式氧化反应处理废水遇到的难题包括废水带烃质油、氧化效率不高、反应产物脱气困难以及密闭排渣不达标。At present, the problems encountered in the treatment of wastewater by wet oxidation reactions include the presence of hydrocarbon oil in the wastewater, low oxidation efficiency, difficulty in degassing reaction products, and failure to meet the standard for closed slag discharge.
围绕原料废水带烃质油,来自碱洗过程的烃类以及碱洗塔中产生的黄油被夹带在废碱液中,废碱液带油导致氧化反应器温度和压力波动,造成反应器飞温,发生结焦,甚至使反应器出口的剩余氧含量急剧下降。另外,剧烈的波动导致反应器出口气体雾沫夹带严重,使在线测氧仪表失灵。由于碱液和油的体系极易乳化,目前常见的斜板沉降、旋流分离、滤芯聚结等方法无法满足长周期、高效率的碱液除油。Surrounding raw material wastewater with hydrocarbon oil, the hydrocarbons from the alkaline washing process and the butter produced in the alkaline washing tower are entrained in the waste lye. The waste lye with oil causes the temperature and pressure of the oxidation reactor to fluctuate, causing the reactor to fly , Coking occurs, and even the residual oxygen content at the outlet of the reactor drops sharply. In addition, the violent fluctuations caused serious entrainment of gas mist at the outlet of the reactor, which made the on-line oxygen meter malfunction. Because the lye and oil system is very easy to emulsify, the current common methods such as inclined plate sedimentation, cyclone separation, and filter element coalescence cannot meet the requirements of long-period, high-efficiency lye degreasing.
围绕氧化效率不足,在适用的COD范围之内,需要消耗大量的氧气,而氧在空气和液相之间的传质是反应的主控步骤,需要强化气液传质,提高有机物氧化效率。为了提高氧化效率,通常采用膜曝气、高级氧化、催化氧化等手段。但是满足工程应 用的案例并不多,以西门子公司的氧化工艺为例,在湿式空气氧化工艺中,反应器压力2.5~2.7MPa,温度200~215摄氏度,该工艺中反应器液相停留时间过长,设备体积过大,加上反应器材质价格昂贵,装置一次性投资过大。Around the lack of oxidation efficiency, within the applicable COD range, a large amount of oxygen needs to be consumed, and the mass transfer of oxygen between air and liquid phase is the main control step of the reaction. It is necessary to strengthen the gas-liquid mass transfer and improve the efficiency of organic oxidation. In order to improve the oxidation efficiency, membrane aeration, advanced oxidation, catalytic oxidation and other means are usually used. However, there are not many cases that meet engineering applications. Take the oxidation process of Siemens as an example. In the wet air oxidation process, the reactor pressure is 2.5~2.7MPa and the temperature is 200~215 degrees Celsius. In this process, the reactor liquid phase residence time is too long. Long, the equipment is too large, and the reactor material is expensive, and the one-time investment in the device is too large.
围绕反应产物脱气困难,事实上,湿式氧化反应器中含有大量的微细尺寸的气泡。但是反应产物中较小的气泡具有较高的流体跟随性,在反应产物气液分离阶段,微细气泡难以从液相剥离,气相雾沫夹带严重。此外,由于需要严格控制气液接触时间,以避免过分反应产生杂质和结焦,气液分离器的体积不能过大,对传统沉降式气液分离技术提出了新挑战。It is difficult to degas around the reaction product. In fact, the wet oxidation reactor contains a large number of fine-sized bubbles. However, the smaller bubbles in the reaction product have higher fluid followability. In the gas-liquid separation stage of the reaction product, the fine bubbles are difficult to peel off from the liquid phase, and the vapor phase mist entrainment is serious. In addition, due to the need to strictly control the gas-liquid contact time to avoid excessive reaction to produce impurities and coking, the volume of the gas-liquid separator cannot be too large, which poses new challenges to the traditional sedimentation gas-liquid separation technology.
围绕密闭排渣不达标,液相产物经中和后产生一定量的泥渣沉淀,需要定期排外。湿式氧化反应压力通常大于1MPa,含酸、含碱、含有毒有机组分,在环保和安全要求日益严格的趋势下,对密闭清理泥渣技术提出了更高的要求。Around the closed slag discharge that does not meet the standard, the liquid phase product will produce a certain amount of sludge precipitation after neutralization, which needs to be discharged regularly. The reaction pressure of wet oxidation is usually greater than 1 MPa, containing acid, alkali, and toxic organic components. Under the trend of increasingly stringent environmental protection and safety requirements, higher requirements are put forward on the technology of airtight cleaning of sludge.
发明内容Summary of the invention
针对上述工艺步骤的重要性,以及目前技术现状无法满足湿式氧化反应的要求,本发明提供一种湿式氧化处理含硫有机废水的装置,以及实现该效果的方法。In view of the importance of the above process steps and the current state of the art that cannot meet the requirements of wet oxidation reaction, the present invention provides a wet oxidation treatment device for sulfur-containing organic wastewater, and a method for achieving this effect.
本发明解决上述技术问题的技术方案如下:一种湿式氧化处理含硫有机废水的装置,所述装置包括聚结除油单元、氧化反应单元、旋流脱气单元和密闭排泥单元;The technical solutions of the present invention to solve the above technical problems are as follows: a device for wet oxidation treatment of sulfur-containing organic wastewater, the device includes a coalescing and degreasing unit, an oxidation reaction unit, a cyclone degassing unit and a closed sludge discharge unit;
所述聚结除油单元包括聚结器,所述聚结器包括第一壳体和所述第一壳体内的除油装置;所述第一壳体的顶面设有进液口和油相出口;所述油相出口下方的第一壳体的底部设有第一排液口;The coalescing and degreasing unit includes a coalescer, and the coalescer includes a first shell and an oil removing device in the first shell; the top surface of the first shell is provided with a liquid inlet and oil Phase outlet; the bottom of the first shell below the oil phase outlet is provided with a first drain;
所述氧化反应单元包括反应器,所述反应器包括第二壳体,所述第二壳体内固定有隔板,所述隔板上固定有一个以上分形内件;位于所述隔板下方的所述第二壳体上设有气体进口和液体进口,所述液体进口和所述第一排液口相连通,所述第二壳体上部设有第一气液出口;所述分形内件包括筒体,所述筒体的底部固定有底板,所述底板上方的所述筒体上开有进液口,所述筒体的侧壁上固定有指向所述底板的进气管,所述进气管的底部密封,所述进气管上开有多个曝气微孔,所述进液口和所述进气管均位于所述隔板下方,所述筒体的顶部为第二气液出口;The oxidation reaction unit includes a reactor, the reactor includes a second shell, a partition is fixed in the second shell, and more than one fractal internals are fixed on the partition; The second shell is provided with a gas inlet and a liquid inlet, the liquid inlet is communicated with the first liquid outlet, and the upper part of the second shell is provided with a first gas-liquid outlet; the fractal inner piece It includes a cylinder body, a bottom plate is fixed at the bottom of the cylinder body, a liquid inlet is opened on the cylinder body above the bottom plate, and an air inlet pipe pointing to the bottom plate is fixed on the side wall of the cylinder body. The bottom of the air inlet pipe is sealed, the air inlet pipe is provided with a plurality of aeration micropores, the liquid inlet and the air inlet pipe are both located below the partition, and the top of the cylinder is a second air-liquid outlet ;
所述旋流脱气单元包括第三壳体和所述第三壳体内的旋流脱气器,所述第三壳体的侧边设有气液两相进口,所述气液两相进口连通所述旋流脱气器和所述第二气液出 口,所述第三壳体底部设有第二排液口,所述第三壳体顶部设有气相排出口;The cyclone degassing unit includes a third housing and a cyclone deaerator in the third housing, a gas-liquid two-phase inlet is provided on the side of the third housing, and the gas-liquid two-phase inlet Communicating the cyclone deaerator and the second gas-liquid outlet, a second liquid discharge port is provided at the bottom of the third casing, and a gas phase discharge port is provided on the top of the third casing;
所述密闭排泥单元包括第四壳体和设置在所述第四壳体底部的排泥器,所述第四壳体上设有液体进液口和排泥口,所述液体进液口与所述第二排液口连通,所述排泥器连通所述排泥口。The airtight mud drain unit includes a fourth shell and a mud drain provided at the bottom of the fourth shell. The fourth shell is provided with a liquid inlet and a mud outlet, and the liquid inlet It is in communication with the second liquid discharge port, and the sludge discharger is in communication with the sludge discharge port.
本发明进一步设置为,所述除油装置包括依次设置在所述进液口和所述油相出口之间的流体整流器、X型纤维层和波纹板层。The present invention is further provided that the oil removal device includes a fluid rectifier, an X-shaped fiber layer and a corrugated plate layer which are sequentially arranged between the liquid inlet and the oil phase outlet.
本发明进一步设置为,所述X型纤维层包括亲油疏水性纤维和亲水疏油性纤维,其中,亲油疏水性纤维材质为聚酰亚胺、聚四氟乙烯或聚对亚苯基对苯二甲酰胺,亲水疏油性纤维材质为316合金、321合金或者20合金。The present invention is further provided that the X-type fiber layer includes lipophilic and hydrophobic fibers and hydrophilic and oleophobic fibers, wherein the lipophilic and hydrophobic fibers are made of polyimide, polytetrafluoroethylene or polyparaphenylene. Phthalamide, the hydrophilic and oleophobic fiber material is 316 alloy, 321 alloy or 20 alloy.
本发明进一步设置为,所述波纹板层包括多个并列设置的锯齿状波纹板,相邻所述波纹板的间距为5~25mm,波峰处开有直径5~10mm的圆孔,所述圆孔之间的间距为50~300mm。The present invention is further provided that the corrugated plate layer includes a plurality of zigzag corrugated plates arranged side by side, the distance between adjacent corrugated plates is 5-25mm, and the wave crest is provided with a circular hole with a diameter of 5-10mm. The spacing between the holes is 50 to 300 mm.
本发明进一步设置为,所述第二气液出口内固定有喉管,所述喉管的中间为中间小两头大的贯通孔,所述喉管的最小内径为6~100mm。The present invention is further provided that a throat is fixed in the second gas-liquid outlet, the middle of the throat is a through hole with a small middle and two large ends, and the minimum inner diameter of the throat is 6-100 mm.
本发明进一步设置为,所述反应器的外部设有循环泵,所述循环泵的两端分别连通位于所述隔板上方和下方的所述反应器的内部。The present invention is further provided that a circulating pump is provided on the outside of the reactor, and two ends of the circulating pump are respectively connected to the inside of the reactor located above and below the partition.
本发明进一步设置为,所述第四壳体上部设有液体排出口;所述排泥器包括按顺序连接的主管道、分管道和排泥管道;所述第四壳体上设有高压水进口,所述主管道连通所述高压水进口,所述排泥管道连通所述排泥口;所述分管道内连接有开孔的堵板,所述堵板的开孔上连接有引射喷嘴,所述引射喷嘴和所述分管道的轴线重合;所述引射喷嘴和所述主管道之间的所述分管道外连通有搅泥喷嘴,所述引射喷嘴和所述排泥管道之间的所述分管道内设有引泥室,所述引射喷嘴和所述引泥室之间的所述分管道外连通有伞状吸盘。The present invention is further provided that the upper part of the fourth housing is provided with a liquid discharge outlet; the sludge discharger includes a main pipe, a branch pipe, and a sludge discharge pipe connected in sequence; and the fourth housing is provided with high-pressure water Inlet, the main pipeline is connected to the high-pressure water inlet, the sludge discharge pipe is connected to the sludge discharge port; the sub-pipe is connected with an open blocking plate, and the opening of the blocking plate is connected with an ejector Nozzle, the axis of the ejection nozzle and the sub-pipe are coincident; the ejection nozzle and the main pipe are connected with a mud mixing nozzle outside the sub-pipe, and the ejection nozzle and the mud discharge The sub-pipe between the pipes is provided with a mud-inducing chamber, and the sub-pipe between the ejection nozzle and the mud-inducing chamber is communicated with an umbrella-shaped suction cup.
本发明进一步设置为,所述主管道和所述排泥管道之间连接有一个以上的分管道,所述主管道的截面积为所有所述分管道的截面积之和。The present invention is further provided that more than one sub-pipe is connected between the main pipe and the sludge discharge pipe, and the cross-sectional area of the main pipe is the sum of the cross-sectional areas of all the sub-pipes.
本发明进一步设置为,所述分管道的直径为20~200mm,所述搅泥喷嘴与所述分管道呈30~80°夹角;所述伞状吸盘状的扩张角度为90~160度。The present invention is further provided that the diameter of the sub-pipe is 20-200 mm, the mud mixing nozzle and the sub-pipe have an included angle of 30-80°; the umbrella-shaped suction cup has an expansion angle of 90-160 degrees.
本发明进一步设置为,所述伞状吸盘的顶部开孔,用直径30~100mm直管与分管道开口焊接,直管长度50~80mm。The present invention is further provided that the top of the umbrella-shaped suction cup has a hole, and a straight pipe with a diameter of 30-100 mm is welded to the opening of the sub-pipe, and the length of the straight pipe is 50-80 mm.
本发明进一步设置为,所述高压水进口连通着增压泵。The present invention is further provided that the high-pressure water inlet is communicated with a booster pump.
本发明还提供了利用上述的装置进行湿式氧化处理含硫有机废水的方法,核心步骤包括原料液体的除油、强化气液反应传质、提升反应产物气液分离效率以及密闭排渣,包括以下步骤:The present invention also provides a method for wet oxidation treatment of sulfur-containing organic wastewater using the above-mentioned device. The core steps include the degreasing of the raw material liquid, the enhancement of gas-liquid reaction mass transfer, the improvement of the gas-liquid separation efficiency of the reaction product, and the closed slag discharge, including the following step:
(1)采用聚结除油单元对含硫有机废水进行除油处理;(1) Use coalescing degreasing unit to degreasing treatment of sulfur-containing organic wastewater;
(2)除油后的废水进入分形内件的进液口,空气充入进气管,废水与空气中的氧气充分反应,反应后的气液两相物从第一气液出口排出进入旋流脱气器;(2) The degreasing wastewater enters the liquid inlet of the fractal internals, air is filled into the inlet pipe, the wastewater fully reacts with oxygen in the air, and the reacted gas-liquid two-phase material is discharged from the first gas-liquid outlet into the swirling flow Degasser
(3)旋流脱气器对气液两相物进行分离;(3) The cyclone degasser separates the gas-liquid two-phase material;
(4)形成的泥渣通过液体进液口进入第四壳体内,经过排泥器排出排泥口。(4) The formed sludge enters the fourth housing through the liquid inlet, and is discharged from the sludge outlet through the sludge discharger.
本发明进一步设置为,在步骤(1)中,含硫有机废水的温度为4~210摄氏度,处理后含油量降为0.1~20mg/L。The present invention is further configured that, in step (1), the temperature of the sulfur-containing organic wastewater is 4 to 210 degrees Celsius, and the oil content after treatment is reduced to 0.1 to 20 mg/L.
本发明进一步设置为,分形内件内的气液比为0.1~30,表观气速为0.001~0.1m/s,气泡直径为0.02~20mm,液相停留时间1.5~2.5小时。The present invention is further provided that the gas-liquid ratio in the fractal internals is 0.1-30, the apparent gas velocity is 0.001-0.1 m/s, the bubble diameter is 0.02-20 mm, and the liquid phase residence time is 1.5-2.5 hours.
本发明进一步设置为,在步骤(4)中,使用增压泵给高压水进口提供足够动力,增压泵压力为0.2~2MPa。The present invention is further configured that, in step (4), a booster pump is used to provide sufficient power to the high-pressure water inlet, and the booster pump has a pressure of 0.2-2 MPa.
综上所述,本发明具有以下有益效果:In summary, the present invention has the following beneficial effects:
(1)经过聚结除油单元处理,反应进料除油保护效果良好,不易结焦和飞温。(1) After the coalescing and degreasing unit treatment, the reaction feed has a good degreasing protection effect, and it is not easy to coke and fly over temperature.
(2)经过氧化反应单元处理,反应器内气泡更加微细,有利于加快氧化速度和加深反应精度。(2) After the oxidation reaction unit is processed, the bubbles in the reactor are finer, which is beneficial to speed up the oxidation speed and deepen the reaction accuracy.
(3)经过旋流脱气单元处理,反应产物中的微细气泡分离效果好,气液分离效率高。(3) After the cyclone degassing unit is processed, the fine bubbles in the reaction product have a good separation effect, and the gas-liquid separation efficiency is high.
(4)经过密闭排泥单元处理,密闭排渣有利于清洁生产。(4) After being processed by a closed sludge discharge unit, the closed slag discharge is conducive to clean production.
附图说明Description of the drawings
图1为本发明的整体结构示意图;Figure 1 is a schematic diagram of the overall structure of the present invention;
图2为分形内件的结构示意图;Figure 2 is a schematic diagram of the structure of the fractal internals;
图3为旋流脱气器的结构示意图;Figure 3 is a schematic diagram of the structure of a cyclone degasser;
图4A为排泥器的结构示意图(单个排泥器);Figure 4A is a schematic diagram of the structure of the mud discharging device (single mud discharging device);
图4B为排泥器的结构示意图(排泥器并联安装);Figure 4B is a schematic diagram of the structure of the sludge discharging device (the sludge discharging device is installed in parallel);
图5为氧化反应单元的结构示意图(带循环泵);Figure 5 is a schematic diagram of the structure of the oxidation reaction unit (with a circulating pump);
图6为波纹板层的局部结构示意图。Fig. 6 is a schematic diagram of a partial structure of the corrugated board layer.
其中,1聚结除油单元;1-1流体整流器;1-2X型纤维层;1-3波纹板层;1-3-1波纹板;Among them, 1 coalescing and degreasing unit; 1-1 fluid rectifier; 1-2X type fiber layer; 1-3 corrugated board layer; 1-3-1 corrugated board;
2氧化反应单元;2-1分形内件;2-1-1第二气液出口;2-1-2喉管;2-1-3曝气微孔;2-1-4进气堵头;2-1-5混合腔;2-1-6进气口;2-1-7进液口;2-1-8底板;2-2隔板;2 Oxidation reaction unit; 2-1 fractal internals; 2-1-1 second gas-liquid outlet; 2-1-2 throat; 2-1-3 aeration micropores; 2-1-4 air inlet plug ; 2-1-5 mixing chamber; 2-1-6 air inlet; 2-1-7 liquid inlet; 2-1-8 bottom plate; 2-2 partition;
3旋流脱气单元;3-1旋流脱气器;3-1-1液气进口;3-1-2柱腔;3-1-3液相出口;3-1-4溢流管锥形口;3-1-5第一溢流管柱腔;3-1-6二次液出口;3-1-7环形槽隙;3-1-8第二溢流管柱腔;3 Cyclone degassing unit; 3-1 Cyclone deaerator; 3-1-1 liquid and gas inlet; 3-1-2 column cavity; 3-1-3 liquid phase outlet; 3-1-4 overflow pipe Conical port; 3-1-5 first overflow pipe column cavity; 3-1-6 secondary liquid outlet; 3-1-7 annular slot; 3-1-8 second overflow pipe column cavity;
4密闭排泥单元;4-1排泥器;4-1-1引射喷嘴;4-1-2搅泥喷嘴;4-1-3伞状吸盘;4-1-4引泥室;4-1-5主管道;4-1-6分管道;4-1-7排泥通道;4 Closed mud discharge unit; 4-1 mud discharge device; 4-1-1 ejection nozzle; 4-1-2 mud mixing nozzle; 4-1-3 umbrella-shaped suction cup; 4-1-4 mud chamber; 4 -1-5 main pipeline; 4-1-6 branch pipeline; 4-1-7 mud channel;
5增压泵;6混合器;7循环泵。5 booster pump; 6 mixer; 7 circulation pump.
具体实施方式Detailed ways
作为本发明的一个实施例,一种湿式氧化处理含硫有机废水的装置,装置包括聚结除油单元1、氧化反应单元2、旋流脱气单元3和密闭排泥单元4,可参见图1。As an embodiment of the present invention, a device for wet oxidation treatment of sulfur-containing organic wastewater, the device includes a coalescing and degreasing unit 1, an oxidation reaction unit 2, a cyclone degassing unit 3, and a closed sludge discharge unit 4, see figure 1.
其一,参见图1,聚结除油单元包括聚结器,聚结器包括第一壳体和第一壳体内的除油装置。第一壳体的顶面设有进液口和油相出口;油相出口下方的第一壳体的底部设有第一排液口。First, referring to Fig. 1, the coalescing and degreasing unit includes a coalescer, and the coalescer includes a first housing and a degreasing device in the first housing. The top surface of the first shell is provided with a liquid inlet and an oil phase outlet; the bottom of the first shell below the oil phase outlet is provided with a first liquid outlet.
除油装置包括依次设置在进液口和油相出口之间的流体整流器1-1、X型纤维层1-2和波纹板层1-3。参见图6,波纹板层1-3包括多个并列设置的锯齿状波纹板1-3-1,相邻波纹板1-3-1的间距为5~25mm,波峰处开有直径5~10mm的圆孔,圆孔之间的间距为50~300mm。本发明中的X型纤维层1-2的结构与专利CN201410211202.0中的X型纤维层结构一致。X型纤维层1-2包括亲油疏水性纤维和亲水疏油性纤维,其中,亲油疏水性纤维材质为聚酰亚胺、聚四氟乙烯或聚对亚苯基对苯二甲酰胺,亲水疏油性纤维材质为316合金、321合金或者20合金。The oil removal device includes a fluid rectifier 1-1, an X-shaped fiber layer 1-2 and a corrugated plate layer 1-3 arranged in sequence between the liquid inlet and the oil phase outlet. Referring to Fig. 6, the corrugated board layer 1-3 includes a plurality of zigzag corrugated boards 1-3-1 arranged side by side, the distance between adjacent corrugated boards 1-3-1 is 5-25mm, and the wave crest has a diameter of 5-10mm. The distance between the round holes is 50~300mm. The structure of the X-type fiber layer 1-2 in the present invention is consistent with the structure of the X-type fiber layer in the patent CN201410211202.0. The X-type fiber layer 1-2 includes lipophilic and hydrophobic fibers and hydrophilic and oleophobic fibers. The lipophilic and hydrophobic fibers are made of polyimide, polytetrafluoroethylene or poly(p-phenylene terephthalamide). The hydrophilic and oleophobic fiber material is 316 alloy, 321 alloy or 20 alloy.
聚结除油单元的处理过程为:含硫有机废水进入聚结器后,通过流体整流器1-1对废水进行整流,使流体在流体流动的径向截面实现均匀分布;经整流后的废水均匀 进入亲油疏水性纤维和亲水疏油性纤维交错编织形成的X形编织层1-2,在X形编织1-2中进行油滴的捕获、聚结长大及微量水包油形式乳化液的破乳和分离;聚结分离后的油水进入波纹板层1-3进行油滴的快速长大和分离;经该过程分离后废水中含油量降为0.1~20mg/L。The treatment process of the coalescing and degreasing unit is: after the sulfur-containing organic wastewater enters the coalescer, the wastewater is rectified by the fluid rectifier 1-1, so that the fluid is evenly distributed in the radial cross section of the fluid flow; the rectified wastewater is uniform Into the X-shaped braided layer 1-2 formed by the interlaced weaving of lipophilic and hydrophobic fibers and hydrophilic and oleophobic fibers, in the X-shaped braid 1-2, oil droplets are captured, coalesced and grown, and a trace oil-in-water emulsion is formed Demulsification and separation; the coalesced and separated oil and water enter the corrugated sheet layer 1-3 for rapid growth and separation of oil droplets; after the process of separation, the oil content in the wastewater is reduced to 0.1-20mg/L.
其二,氧化反应单元包括反应器,参见图2,反应器包括第二壳体,第二壳体内固定有隔板2-2,隔板2-2上固定有一个以上分形内件2-1,分形内件2-1可并联固定。位于隔板2-2下方的第二壳体上设有气体进口和液体进口,液体进口和第一排液口相连通,第二壳体上部设有第一气液出口。分形内件2-1包括筒体,筒体的底部固定有底板2-1-8,底板2-1-8上方的筒体上开有进液口2-1-7,筒体的侧壁上固定有指向底板2-1-8的进气管,进气管的底部可通过进气堵头2-1-4密封,进气管的端部为进气口2-1-6,进气管上开有多个曝气微孔2-1-3,进液口2-1-7和进气口2-1-6均位于隔板2-2下方,筒体的顶部为第二气液出口2-1-1。分形内件2-1的最小流道尺寸为1.2~12mm。流道是指除了设备外的所有流通区域。Second, the oxidation reaction unit includes a reactor. See Fig. 2. The reactor includes a second shell. A partition 2-2 is fixed in the second shell, and more than one fractal inner part 2-1 is fixed on the partition 2-2. , The fractal internals 2-1 can be fixed in parallel. A gas inlet and a liquid inlet are provided on the second shell located under the partition 2-2, the liquid inlet is connected with the first liquid discharge port, and the upper part of the second shell is provided with a first gas-liquid outlet. The fractal inner part 2-1 includes a cylinder, the bottom of the cylinder is fixed with a bottom plate 2-1-8, the cylinder above the bottom plate 2-1-8 is provided with a liquid inlet 2-1-7, and the side wall of the cylinder An intake pipe pointing to the bottom plate 2-1-8 is fixed on the top. The bottom of the intake pipe can be sealed by an intake plug 2-1-4. There are multiple aeration micropores 2-1-3, the liquid inlet 2-1-7 and the air inlet 2-1-6 are located under the partition 2-2, and the top of the cylinder is the second gas-liquid outlet 2. -1-1. The minimum flow channel size of the fractal inner part 2-1 is 1.2-12mm. Runner refers to all circulation areas except equipment.
进一步的,第二气液出口2-1-1内固定有喉管2-1-2,喉管2-1-2的中间为中间小两头大的贯通孔,喉管的最小内径为6~100mm。Further, a throat pipe 2-1-2 is fixed in the second gas-liquid outlet 2-1-1, and the middle of the throat pipe 2-1-2 is a through hole with a small middle and two large ends, and the minimum inner diameter of the throat pipe is 6~ 100mm.
本发明还提供氧化反应单元循环进料系统,参见图5,反应器的外部设有循环泵7,循环泵7的两端分别连通位于隔板2-2上方和下方的反应器的内部。反应后的产物部分通过循环泵7被再次注入分形内件2-1,使反应后的液相与新鲜空气发生二次反应,达到提高氧化效率的目的。The present invention also provides a circulating feed system for the oxidation reaction unit. Referring to Fig. 5, a circulating pump 7 is provided on the outside of the reactor, and the two ends of the circulating pump 7 are respectively connected to the inside of the reactor located above and below the partition plate 2-2. The reacted product part is injected into the fractal inner part 2-1 again through the circulating pump 7, so that the reacted liquid phase reacts with fresh air for a second time, so as to achieve the purpose of improving the oxidation efficiency.
氧化反应单元的处理过程为:经过聚结除油后的含硫有机废水经增压泵增压后进入分形内件2-1进液口,同时,新鲜空气经压缩机从进气管的进气口2-1-6鼓入分形内件2-1,气体进入进气管后经曝气微孔2-1-3生成气泡,气泡与含硫有机废水在混合腔2-1-5中充分均匀混合后经过喉管2-1-2喷出,分形气泡中的氧气与含硫有机废水中的硫化物充分反应,将其氧化成硫代硫酸钠或者硫酸盐。The treatment process of the oxidation reaction unit is: the sulfur-containing organic wastewater after coalescing and degreasing is pressurized by the booster pump and then enters the liquid inlet of the fractal inner part 2-1. At the same time, fresh air enters the inlet pipe through the compressor. Port 2-1-6 is blown into the fractal inner part 2-1. After the gas enters the air inlet pipe, bubbles are generated through the aeration micropores 2-1-3. The bubbles and sulfur-containing organic wastewater are fully uniform in the mixing chamber 2-1-5 After mixing, it is sprayed out through the throat 2-1-2, and the oxygen in the fractal bubble fully reacts with the sulfide in the sulfur-containing organic waste water to oxidize it into sodium thiosulfate or sulfate.
反应器内所有设备部件均为大尺寸通道,且为静部件,装置内无流动死区,能避免氧化反应潜在的大量结垢沉积。以废碱液和压缩空气为动能来源,且包含在隔板上部腔体的水是连续相流体,导致气液与隔板上部腔体已存在的液体混合,使得装置温度更加均匀。使用上述的反应器,绝大部分气体尺寸较小,避免了气体由于其密度相对于周围液体较低而快速向上上升。这种较小气泡延长了气体和液体之间的接触时间, 并大大提高氧利用率。上述的反应器,一部分气体尺寸较大,在装置内形成局部湍动、整体平推流的气液流态。这种较大气泡促进了气液界面的更新,随着反应加深过程气泡氧分压不断降低,该方法使低分压氧气更容易传递到液相。All equipment parts in the reactor are large-sized channels and static parts. There is no flow dead zone in the device, which can avoid a large amount of potential fouling deposits in the oxidation reaction. The waste lye and compressed air are used as kinetic energy sources, and the water contained in the upper cavity of the partition is a continuous phase fluid, which causes the gas-liquid to mix with the existing liquid in the upper cavity of the partition, so that the temperature of the device is more uniform. With the above-mentioned reactor, most of the gas size is small, which prevents the gas from rising rapidly due to its low density relative to the surrounding liquid. This smaller bubble lengthens the contact time between the gas and the liquid, and greatly improves the oxygen utilization rate. In the above-mentioned reactor, a part of the gas size is relatively large, and a gas-liquid flow state of local turbulence and overall flat plug flow is formed in the device. This larger bubble promotes the renewal of the gas-liquid interface. As the reaction deepens, the bubble oxygen partial pressure continues to decrease. This method makes it easier for the low partial pressure oxygen to be transferred to the liquid phase.
其三,旋流脱气单元包括第三壳体和第三壳体内的旋流脱气器3-1(旋流脱气器3-1的结构与专利CN201310037577.5中利用旋流或离心场与压力梯度场耦合进行液体脱气的装置的结构一致),第三壳体的侧边设有气液两相进口,气液两相进口连通旋流脱气器3-1和第二气液出口2-1-1,第三壳体底部设有第二排液口,第三壳体顶部设有气相排出口。Third, the swirling flow degassing unit includes a third shell and a swirling flow deaerator 3-1 in the third shell (the structure of the swirling flow deaerator 3-1 is similar to the use of swirling or centrifugal field in the patent CN201310037577.5 It is consistent with the structure of the pressure gradient field coupling device for liquid degassing), the side of the third shell is provided with a gas-liquid two-phase inlet, and the gas-liquid two-phase inlet communicates with the cyclone degasser 3-1 and the second gas-liquid Outlet 2-1-1, a second liquid discharge port is provided at the bottom of the third casing, and a gas-phase discharge port is provided on the top of the third casing.
旋流脱气单元的处理过程为:结合图3中的旋流脱气器,反应后的气液混合物在一定压力下从液气进口3-1-1进入该装置,在离心场作用下,液体中的气体迁移到柱腔3-1-2中心位置,产生压力梯度场,入口液体中溶解的气体在该压力梯度场的作用下迁移运动到柱腔3-1-2中心轴线位置,并在第一溢流管末端锥形口3-1-4截面位置与离心场分离出的气体混合通过第一溢流管柱腔3-1-5导出,导出气体夹带的液体通过第二溢流管柱腔3-1-8上的环形槽隙3-1-7进行二次分离,净化后的气体从第二溢流管柱腔3-1-8上部开口排出,夹带回收的二次液通过二次液出口3-1-6排出,脱除气体的净化液从液相出口3-1-3排出。The processing process of the cyclone degassing unit is: combined with the cyclonic deaerator in Figure 3, the reacted gas-liquid mixture enters the device from the liquid gas inlet 3-1-1 under a certain pressure, and under the action of the centrifugal field, The gas in the liquid migrates to the center position of the column cavity 3-1-2, generating a pressure gradient field, and the gas dissolved in the inlet liquid migrates to the center axis position of the column cavity 3-1-2 under the action of the pressure gradient field, and The gas separated from the centrifugal field at the 3-1-4 section of the conical port at the end of the first overflow pipe is mixed and discharged through the first overflow pipe column cavity 3-1-5, and the liquid entrained by the gas is discharged through the second overflow The annular slot 3-1-7 on the column cavity 3-1-8 performs secondary separation, and the purified gas is discharged from the upper opening of the second overflow pipe column cavity 3-1-8, entraining the recovered secondary liquid It is discharged through the secondary liquid outlet 3-1-6, and the degassed purified liquid is discharged from the liquid-phase outlet 3-1-3.
其四,密闭排泥单元包括第四壳体和设置在第四壳体底部的排泥器4-1,第四壳体上设有液体进液口和排泥口,液体进液口与第二排液口连通,排泥器4-1连通排泥口,参见图4A。Fourth, the closed mud discharge unit includes a fourth shell and a mud drain 4-1 arranged at the bottom of the fourth shell. The fourth shell is provided with a liquid inlet and a mud outlet, and the liquid inlet and the second The two liquid discharge ports are connected, and the mud discharging device 4-1 is connected to the mud discharging port, see Figure 4A.
进一步的,第四壳体上部设有液体排出口;排泥器包括按顺序连接的主管道4-1-5、分管道4-1-6和排泥管道4-1-7;第四壳体上设有高压水进口,主管道连通高压水进口,高压水进口连通着增压泵5,排泥管道4-1-7连通排泥口;分管道4-1-6内连接有开孔的堵板,堵板的开孔上连接有引射喷嘴4-1-1,引射喷嘴4-1-1和分管道4-1-6的轴线重合;引射喷嘴4-1-1和主管道4-1-5之间的分管道4-1-6外连通有搅泥喷嘴4-1-2,引射喷嘴4-1-1和排泥管道4-1-7之间的分管道4-1-6内设有引泥室4-1-4,引射喷嘴4-1-1和引泥室4-1-4之间的分管道4-1-6外连通有伞状吸盘4-1-3。Further, the upper part of the fourth shell is provided with a liquid discharge outlet; the sludge discharger includes a main pipe 4-1-5, a sub-pipe 4-1-6, and a sludge discharge pipe 4-1-7 that are connected in sequence; the fourth shell The body is provided with a high-pressure water inlet, the main pipeline is connected to the high-pressure water inlet, the high-pressure water inlet is connected to the booster pump 5, and the mud discharge pipe 4-1-7 is connected to the mud discharge port; the sub-pipe 4-1-6 is connected with an opening The ejection nozzle 4-1-1 is connected to the opening of the blocking plate. The axis of the ejection nozzle 4-1-1 and the sub-pipe 4-1-6 coincide; the ejection nozzle 4-1-1 and The branch pipe 4-1-6 between the main pipe 4-1-5 is connected with the mud mixing nozzle 4-1-2, the ejection nozzle 4-1-1 and the mud pipe 4-1-7 are connected with each other. The pipe 4-1-6 is provided with a mud-inducing chamber 4-1-4, and the sub-pipe 4-1-6 between the ejection nozzle 4-1-1 and the mud-inducing chamber 4-1-4 is connected with an umbrella outside. Suction cup 4-1-3.
本发明的密闭排泥单元可进一步增设排泥器并联安装方式,以提高处理量。具体的,参见图4B,主管道4-1-5和排泥管道4-1-7之间连接有一个以上的分管道4-1-6,主管道4-1-5的截面积为所有分管道4-1-6的截面积之和。The closed sludge discharging unit of the present invention can be further equipped with a parallel installation mode of sludge discharging devices to increase the processing capacity. Specifically, referring to Fig. 4B, there are more than one sub-pipes 4-1-6 connected between the main pipe 4-1-5 and the sludge discharge pipe 4-1-7, and the cross-sectional area of the main pipe 4-1-5 is all The sum of the cross-sectional area of the sub-pipe 4-1-6.
分管道4-1-6的直径为20~200mm,搅泥喷嘴4-1-2与分管道呈30~80°夹角;伞状吸盘4-1-3的扩张角度为90~160度。伞状吸盘4-1-3顶部开孔,用直径30~100mm直管与分管道4-1-6开口焊接,直管长度50~80mm。The diameter of the sub-pipe 4-1-6 is 20-200mm, the mud mixing nozzle 4-1-2 and the sub-pipe are at an angle of 30-80°; the expansion angle of the umbrella-shaped suction cup 4-1-3 is 90-160 degrees. Umbrella suction cup 4-1-3 has a hole on the top, and a straight pipe with a diameter of 30-100mm is welded to the opening of the sub-pipe 4-1-6, and the length of the straight pipe is 50-80mm.
密闭排泥单元的处理过程为:经旋流脱气单元脱气后的液相进形中和反应,中和反应可在混合器6中进行或者人为添加调节,中和后的液体进入密闭排泥单元,重力沉降后,处理达标的废液排出,泥渣沉积于底部需定期排放。排泥时,打开增压泵,高压水流进入主管道4-1-5,一路水流通过搅泥喷嘴4-1-2喷出,使沉积泥渣松散,另一路水流通过引射喷嘴4-1-1射出,高压水流喷射时在管道内形成负压,松散的泥渣通过伞状吸盘4-1-3吸入管道,在排泥通道4-1-7与高压水流混合后排出。The treatment process of the closed sludge discharge unit is: the liquid phase feed and neutralization reaction after degassing by the cyclone degassing unit. The neutralization reaction can be carried out in the mixer 6 or artificially added and adjusted, and the neutralized liquid enters the closed discharge In the mud unit, after gravity sedimentation, the treated waste liquid is discharged, and the sludge is deposited on the bottom and needs to be discharged regularly. When the mud is discharged, the booster pump is turned on, the high-pressure water flows into the main pipe 4-1-5, one water flow is sprayed out through the mud mixing nozzle 4-1-2 to loosen the deposited mud, and the other water flow passes through the ejection nozzle 4-1 -1 is ejected, and negative pressure is formed in the pipeline when the high-pressure water jet is sprayed. The loose mud is sucked into the pipeline through the umbrella-shaped suction cup 4-1-3, and is discharged after being mixed with the high-pressure water flow in the mud discharge channel 4-1-7.
本发明利用上述的装置进行湿式氧化处理含硫有机废水的方法,可以概括如下:首先对含硫有机废水进行高效除油处理,采用空气氧化法对硫化物进行化学氧化处理,反应产物进入旋流脱气器,进行深度气液分离。对脱硫后的废水进行中和处理,中和后的废液流至密闭排泥单元,沉淀出去悬浮物和部分胶体。沉淀在底部的泥渣通过排泥器定期排除。具体的,包括以下步骤:The method of the present invention for wet oxidation treatment of sulfur-containing organic wastewater using the above-mentioned device can be summarized as follows: firstly, the sulfur-containing organic wastewater is subjected to high-efficiency degreasing treatment, and the sulfide is chemically oxidized by the air oxidation method, and the reaction product enters the cyclone. Degasser for deep gas-liquid separation. The desulfurized wastewater is neutralized, and the neutralized waste liquid flows to the closed sludge discharge unit to precipitate out suspended solids and some colloids. The sludge settled at the bottom is regularly discharged through the sludge discharger. Specifically, it includes the following steps:
(1)采用聚结除油单元将温度为4~210摄氏度的含硫有机废水进行除油处理,处理后含油量降为0.1~20mg/L;(1) Use coalescing degreasing unit to deoil sulfur-containing organic wastewater with a temperature of 4 to 210 degrees Celsius, and reduce the oil content to 0.1 to 20 mg/L after treatment;
(2)除油后的废水进入分形内件的进液口,空气充入进气管,进入分形内件的气液比为0.1~30,表观气速为0.001~0.1m/s,气泡直径为0.02~20mm,液相停留时间1.5~2.5小时。废水与空气中的氧气充分反应,反应后的气液两相物从第一气液出口排出进入旋流脱气器;(2) The degreasing wastewater enters the liquid inlet of the fractal internals, and air is filled into the intake pipe. The gas-liquid ratio entering the fractal internals is 0.1-30, the apparent gas velocity is 0.001-0.1m/s, and the bubble diameter It is 0.02-20mm, and the liquid phase residence time is 1.5-2.5 hours. The wastewater fully reacts with the oxygen in the air, and the reacted gas-liquid two-phase product is discharged from the first gas-liquid outlet into the cyclone degasser;
(3)旋流脱气器对气液两相物进行分离,然后进行中和处理;(3) The cyclone degasser separates the gas-liquid two-phase material, and then carries out the neutralization treatment;
(4)形成的泥渣通过液体进液口进入第四壳体内,利用增压泵(控制压力为0.2~2MPa)将高压水通过高压水进口打入底部的排泥器,高压水进入管道后分为两路,其中一路通过搅泥喷嘴喷出,使底部沉积的泥渣松散均匀,另一路通过引射喷嘴,产生高速射流,使引泥室形成真空,第四壳体底部的泥渣经过引泥室被吸入,与高速射流在管道中混合并排出。(4) The formed sludge enters the fourth shell through the liquid inlet, and the high-pressure water is pumped into the bottom mud drain through the high-pressure water inlet by the booster pump (control pressure is 0.2~2MPa), after the high-pressure water enters the pipeline It is divided into two paths, one of which is sprayed out through mud mixing nozzle to make the sludge deposited at the bottom loose and uniform, and the other is through the ejection nozzle to generate a high-speed jet to form a vacuum in the sludge chamber, and the sludge at the bottom of the fourth shell passes through The mud chamber is sucked in, mixed with the high-speed jet in the pipeline and discharged.
以上仅为本发明的较佳实施例,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention. Inside.

Claims (10)

  1. 一种湿式氧化处理含硫有机废水的装置,其特征在于,所述装置包括聚结除油单元、氧化反应单元、旋流脱气单元和密闭排泥单元;A device for wet oxidation treatment of sulfur-containing organic wastewater, characterized in that the device comprises a coalescing and degreasing unit, an oxidation reaction unit, a cyclone degassing unit and a closed sludge discharge unit;
    所述聚结除油单元包括聚结器,所述聚结器包括第一壳体和所述第一壳体内的除油装置;所述第一壳体的顶面设有进液口和油相出口;所述油相出口下方的第一壳体的底部设有第一排液口;The coalescing and degreasing unit includes a coalescer, and the coalescer includes a first shell and an oil removing device in the first shell; the top surface of the first shell is provided with a liquid inlet and oil Phase outlet; the bottom of the first shell below the oil phase outlet is provided with a first drain;
    所述氧化反应单元包括反应器,所述反应器包括第二壳体,所述第二壳体内固定有隔板,所述隔板上固定有一个以上分形内件;位于所述隔板下方的所述第二壳体上设有气体进口和液体进口,所述液体进口和所述第一排液口相连通,所述第二壳体上部设有第一气液出口;所述分形内件包括筒体,所述筒体的底部固定有底板,所述底板上方的所述筒体上开有进液口,所述筒体的侧壁上固定有指向所述底板的进气管,所述进气管的底部密封,所述进气管上开有多个曝气微孔,所述进液口和所述进气管均位于所述隔板下方,所述筒体的顶部为第二气液出口;The oxidation reaction unit includes a reactor, the reactor includes a second shell, a partition is fixed in the second shell, and more than one fractal internals are fixed on the partition; The second shell is provided with a gas inlet and a liquid inlet, the liquid inlet is communicated with the first liquid outlet, and the upper part of the second shell is provided with a first gas-liquid outlet; the fractal inner piece It includes a cylinder body, a bottom plate is fixed at the bottom of the cylinder body, a liquid inlet is opened on the cylinder body above the bottom plate, and an air inlet pipe pointing to the bottom plate is fixed on the side wall of the cylinder body. The bottom of the air inlet pipe is sealed, the air inlet pipe is provided with a plurality of aeration micropores, the liquid inlet and the air inlet pipe are both located below the partition, and the top of the cylinder is a second air-liquid outlet ;
    所述旋流脱气单元包括第三壳体和所述第三壳体内的旋流脱气器,所述第三壳体的侧边设有气液两相进口,所述气液两相进口连通所述旋流脱气器和所述第二气液出口,所述第三壳体底部设有第二排液口,所述第三壳体顶部设有气相排出口;The cyclone degassing unit includes a third housing and a cyclone deaerator in the third housing, a gas-liquid two-phase inlet is provided on the side of the third housing, and the gas-liquid two-phase inlet Communicating the cyclone deaerator and the second gas-liquid outlet, a second liquid discharge port is provided at the bottom of the third casing, and a gas phase discharge port is provided on the top of the third casing;
    所述密闭排泥单元包括第四壳体和设置在所述第四壳体底部的排泥器,所述第四壳体上设有液体进液口和排泥口,所述液体进液口与所述第二排液口连通,所述排泥器连通所述排泥口。The airtight mud drain unit includes a fourth shell and a mud drain provided at the bottom of the fourth shell. The fourth shell is provided with a liquid inlet and a mud outlet, and the liquid inlet It is in communication with the second liquid discharge port, and the sludge discharger is in communication with the sludge discharge port.
  2. 根据权利要求1所述的装置,其特征在于,所述除油装置包括依次设置在所述进液口和所述油相出口之间的流体整流器、X型纤维层和波纹板层。The device according to claim 1, wherein the oil removal device comprises a fluid rectifier, an X-shaped fiber layer and a corrugated plate layer which are sequentially arranged between the liquid inlet and the oil phase outlet.
  3. 根据权利要求2所述的装置,其特征在于,所述波纹板层包括多个并列设置的锯齿状波纹板,相邻所述波纹板的间距为5~25mm,波峰处开有直径5~10mm的圆孔,所述圆孔之间的间距为50~300mm。The device according to claim 2, wherein the corrugated board layer comprises a plurality of zigzag corrugated boards arranged side by side, the distance between adjacent corrugated boards is 5-25mm, and the wave crest has a diameter of 5-10mm. The distance between the circular holes is 50-300mm.
  4. 根据权利要求1所述的装置,其特征在于,所述第二气液出口内固定有喉管,所述喉管的中间为中间小两头大的贯通孔,所述喉管的最小内径为6~100mm。The device according to claim 1, wherein a throat pipe is fixed in the second gas-liquid outlet, and the middle of the throat pipe is a through hole with a small middle and two large ends, and the minimum inner diameter of the throat pipe is 6 ~100mm.
  5. 根据权利要求1所述的装置,其特征在于,所述反应器的外部设有循环泵,所述循环泵的两端分别连通位于所述隔板上方和下方的所述反应器的内部。The device according to claim 1, wherein a circulating pump is provided on the outside of the reactor, and two ends of the circulating pump are respectively connected to the inside of the reactor located above and below the partition.
  6. 根据权利要求1所述的装置,其特征在于,所述第四壳体上部设有液体排出口;所述排泥器包括按顺序连接的主管道、分管道和排泥管道;所述第四壳体上设有高压水进口,所述主管道连通所述高压水进口,所述排泥管道连通所述排泥口;所述分管道内连接有开孔的堵板,所述堵板的开孔上连接有引射喷嘴,所述引射喷嘴和所述分管道的轴线重合;所述引射喷嘴和所述主管道之间的所述分管道外连通有搅泥喷嘴,所述引射喷嘴和所述排泥管道之间的所述分管道内设有引泥室,所述引射喷嘴和所述引泥室之间的所述分管道外连通有伞状吸盘。The device according to claim 1, wherein the upper part of the fourth housing is provided with a liquid discharge outlet; the sludge discharger comprises a main pipe, a branch pipe and a sludge discharge pipe connected in sequence; the fourth The casing is provided with a high-pressure water inlet, the main pipe is connected to the high-pressure water inlet, and the mud discharge pipe is connected to the mud discharge port; An ejection nozzle is connected to the opening, and the axis of the ejection nozzle coincides with the axis of the sub-pipe; a mud mixing nozzle is connected outside the sub-pipe between the ejection nozzle and the main pipe. The sub-pipe between the jet nozzle and the mud-discharging pipe is provided with a mud-inducing chamber, and an umbrella-shaped suction cup is connected outside the sub-pipe between the jet nozzle and the mud-inducing chamber.
  7. 根据权利要求6所述的装置,其特征在于,所述主管道和所述排泥管道之间连接有一个以上的分管道,所述主管道的截面积为所有所述分管道的截面积之和。The device according to claim 6, wherein more than one sub-pipe is connected between the main pipe and the sludge discharge pipe, and the cross-sectional area of the main pipe is one of the cross-sectional areas of all the sub-pipes. with.
  8. 根据权利要求6所述的装置,其特征在于,所述分管道的直径为20~200mm,所述搅泥喷嘴与所述分管道呈30~80°夹角;所述伞状吸盘状的扩张角度为90~160度。The device according to claim 6, wherein the diameter of the sub-pipe is 20-200mm, the mud mixing nozzle and the sub-pipe are at an angle of 30-80°; the umbrella-shaped suction cup expands The angle is 90 to 160 degrees.
  9. 利用权利要求1-8任一项所述的装置进行湿式氧化处理含硫有机废水的方法,其特征在于,包括以下步骤:The method for wet oxidation treatment of sulfur-containing organic wastewater using the device of any one of claims 1-8, characterized in that it comprises the following steps:
    (1)采用聚结除油单元对含硫有机废水进行除油处理;(1) Use coalescing degreasing unit to degreasing treatment of sulfur-containing organic wastewater;
    (2)除油后的废水进入分形内件的进液口,空气充入进气管,废水与空气中的氧气充分反应,反应后的气液两相物从第一气液出口排出进入旋流脱气器;(2) The degreasing wastewater enters the liquid inlet of the fractal internals, air is filled into the inlet pipe, the wastewater fully reacts with oxygen in the air, and the reacted gas-liquid two-phase material is discharged from the first gas-liquid outlet into the swirling flow Degasser
    (3)旋流脱气器对气液两相物进行分离;(3) The cyclone degasser separates the gas-liquid two-phase material;
    (4)形成的泥渣通过液体进液口进入第四壳体内,经过排泥器排出排泥口。(4) The formed sludge enters the fourth housing through the liquid inlet, and is discharged from the sludge outlet through the sludge discharger.
  10. 根据权利要求9所述的方法,其特征在于,分形内件内的气液比为0.1~30,表观气速为0.001~0.1m/s,气泡直径为0.02~20mm,液相停留时间1.5~2.5小时。The method according to claim 9, wherein the gas-liquid ratio in the fractal internals is 0.1-30, the apparent gas velocity is 0.001-0.1m/s, the bubble diameter is 0.02-20mm, and the liquid phase residence time is 1.5 ~2.5 hours.
PCT/CN2021/077225 2020-02-28 2021-02-22 Device and method for treating sulfur-containing organic wastewater by means of wet oxidation WO2021169912A1 (en)

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