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WO2016186038A1 - Water quality-improving apparatus for seawater desulfurization waste water and seawater flue gas desulfurization system - Google Patents

Water quality-improving apparatus for seawater desulfurization waste water and seawater flue gas desulfurization system Download PDF

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Publication number
WO2016186038A1
WO2016186038A1 PCT/JP2016/064329 JP2016064329W WO2016186038A1 WO 2016186038 A1 WO2016186038 A1 WO 2016186038A1 JP 2016064329 W JP2016064329 W JP 2016064329W WO 2016186038 A1 WO2016186038 A1 WO 2016186038A1
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WIPO (PCT)
Prior art keywords
seawater
water quality
desulfurization
drainage
vortex
Prior art date
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Ceased
Application number
PCT/JP2016/064329
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French (fr)
Japanese (ja)
Inventor
貴志 吉元
晴治 香川
直行 神山
康浩 竹内
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Mitsubishi Power Ltd
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Mitsubishi Hitachi Power Systems Ltd
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Publication of WO2016186038A1 publication Critical patent/WO2016186038A1/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D53/00Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols
    • B01D53/14Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols by absorption
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D53/00Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols
    • B01D53/34Chemical or biological purification of waste gases
    • B01D53/46Removing components of defined structure
    • B01D53/48Sulfur compounds
    • B01D53/50Sulfur oxides
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D53/00Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols
    • B01D53/34Chemical or biological purification of waste gases
    • B01D53/74General processes for purification of waste gases; Apparatus or devices specially adapted therefor
    • B01D53/77Liquid phase processes
    • B01D53/78Liquid phase processes with gas-liquid contact
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/20Mixing gases with liquids
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/40Mixing liquids with liquids; Emulsifying
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01FMIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F25/00Flow mixers; Mixers for falling materials, e.g. solid particles
    • 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

Definitions

  • TECHNICAL FIELD The present invention relates to wastewater treatment of seawater desulfurization equipment applied to power plants such as coal fired, crude oil fired, and heavy oil fired, and in particular, seawater desulfurization wastewater (wastewater) of seawater desulfurization equipment desulfurized using the seawater method.
  • TECHNICAL FIELD The present invention relates to a seawater desulfurization drainage water quality reformer and a seawater flue gas desulfurization system for reforming water quality.
  • exhaust gas combustion exhaust gas
  • SO 2 sulfur dioxide
  • SOx oxide
  • the seawater desulfurization apparatus that employs the seawater method is a desulfurization system that uses seawater as an absorbent.
  • this system for example, by supplying seawater and boiler exhaust gas into a desulfurization tower (absorption tower) having a cylindrical shape or a rectangular shape such as a substantially cylindrical shape, the seawater is used as an absorbing liquid to make a wet-based gas-liquid contact. Is generated to remove sulfur oxides.
  • the desulfurized seawater desulfurization effluent used as an absorbent in the desulfurization tower described above is, for example, a water channel when drained by flowing through a long channel (Seawater Oxidation Treatment System; SOTS) having a wide channel width and an open top.
  • SOTS Seawater Oxidation Treatment System
  • the used seawater desulfurization wastewater from the desulfurization tower using seawater is supplied with dilution seawater before being introduced into the water quality reformer, so that it can be easily reacted with the seawater desulfurization wastewater.
  • the liquid-liquid mixing of the two is incomplete.
  • an object of the present invention is to provide a seawater desulfurization drainage water quality reformer and a seawater flue gas desulfurization system that can satisfactorily perform liquid-liquid mixing without using a stirrer or the like.
  • the first invention of the present invention for solving the above-described problem is that an acidic seawater desulfurization wastewater generated by seawater desulfurization of sulfur oxides in exhaust gas with seawater by a seawater desulfurization device is diluted with seawater and air.
  • a water quality reformer having an oxidation / aeration unit for performing water quality recovery processing, provided on the upstream side of the oxidation / aeration unit, supplying the diluted seawater and mixing it with seawater desulfurization effluent And having at least one or more vortex generating resistors in the inlet side dilution section.
  • the drainage supply passage for introducing seawater desulfurization drainage into the inlet side dilution section introduces the seawater desulfurization drainage from a direction orthogonal to the seawater flow direction of the diluted seawater. It is in the water quality reformer of the seawater desulfurization drainage that is the feature
  • a drainage supply path for introducing the seawater desulfurization drainage into the inlet side dilution section is arranged in a direction perpendicular to the seawater flow direction of the diluted seawater, and the drainage supply path
  • the seawater desulfurization drainage water quality reforming apparatus is characterized in that the vortex generating resistor is disposed at a position facing a hole for supplying the seawater desulfurization drainage.
  • diluted seawater is further supplied and mixed with water quality-recovered seawater which is provided on the downstream side of the oxidation / aeration section and whose water quality has been improved.
  • a water quality reformer for seawater desulfurization drainage comprising an outlet side dilution section, and having at least one vortex generating resistor in the outlet side dilution section.
  • a fifth invention is the water quality reformer for seawater desulfurization drainage according to any one of the first to fourth inventions, wherein the vortex generating resistor is a columnar body.
  • the sixth invention is the water quality reformer for seawater desulfurization drainage according to the fifth invention, wherein the columnar body has a protrusion around the columnar body.
  • the water quality reformer for seawater desulfurization waste water according to any one of the first to sixth aspects, wherein the vortex generating resistor includes a rotor blade.
  • An eighth aspect of the invention is the water quality improvement of seawater desulfurization drainage according to the seventh aspect of the invention, wherein the vortex generating resistors having the rotor blades are arranged in parallel along the seawater flow direction. In the device.
  • a ninth invention is the water quality reformer for seawater desulfurization drainage according to any one of the first to eighth inventions, wherein the vortex generating resistors are arranged in a staggered state.
  • a seawater flue gas desulfurization system comprising:
  • the present invention since it has at least one resistor for vortex generation standing from the bottom surface of the inlet side dilution section, liquid-liquid mixing of seawater desulfurization drainage and diluted seawater proceeds, and the well-mixed dilution Mixed seawater can be produced.
  • FIG. 1 is a schematic diagram of a seawater flue gas desulfurization system including a water quality reformer for seawater desulfurization drainage according to a first embodiment.
  • FIG. 2 is a schematic plan view of the main part of FIG.
  • FIG. 3 is a schematic diagram of a water quality reformer for seawater desulfurization wastewater according to the first embodiment.
  • FIG. 4A is a cross-sectional view of a vortex generating resistor.
  • FIG. 4B is a cross-sectional view of a vortex generating resistor.
  • FIG. 4C is a cross-sectional view of a vortex generating resistor.
  • FIG. 4D is a cross-sectional view of a vortex generating resistor.
  • FIG. 4A is a cross-sectional view of a vortex generating resistor.
  • FIG. 4B is a cross-sectional view of a vortex generating resistor.
  • FIG. 4C is a cross-sectional view of a vor
  • FIG. 4E is a cross-sectional view of a vortex generating resistor.
  • FIG. 4F is a cross-sectional view of a vortex generating resistor.
  • FIG. 4G is a cross-sectional view of a vortex generating resistor.
  • FIG. 5 is a perspective view of another vortex generating resistor according to this embodiment.
  • FIG. 6 is a schematic diagram of another seawater desulfurization drainage water quality reforming apparatus according to the first embodiment.
  • FIG. 7 is a schematic diagram of another seawater desulfurization drainage water quality reforming apparatus according to the first embodiment.
  • FIG. 8A is a diagram in which vortex generating resistors are arranged in the same row in the flow direction.
  • FIG. 8A is a diagram in which vortex generating resistors are arranged in the same row in the flow direction.
  • FIG. 8B is a diagram in which vortex generating resistors are arranged in the same row in the flow direction.
  • FIG. 8C is a diagram in which vortex generating resistors are arranged in the same row in the flow direction.
  • FIG. 8D is a diagram in which vortex generating resistors are arranged in a staggered arrangement.
  • FIG. 9 is a perspective view of a structure in which resistors for generating vortices are combined.
  • FIG. 10 is a schematic view of another seawater desulfurization drainage water quality reforming apparatus according to the first embodiment.
  • FIG. 11 is a schematic view of another water quality reformer for seawater desulfurization drainage according to the first embodiment.
  • FIG. 12 is a schematic diagram of a water quality reformer for seawater desulfurization drainage according to a second embodiment.
  • FIG. 13 is a schematic diagram of another seawater desulfurization drainage water quality reforming apparatus according to the second embodiment.
  • FIG. 14 is a schematic diagram of another seawater desulfurization drainage water quality reforming apparatus according to the second embodiment.
  • FIG. 1 is a schematic diagram of a seawater flue gas desulfurization system including a water quality reformer for seawater desulfurization drainage according to a first embodiment.
  • FIG. 2 is a schematic plan view of the main part of FIG.
  • FIG. 3 is a schematic diagram of a water quality reformer for seawater desulfurization wastewater according to the first embodiment.
  • 4A to 4G are cross-sectional views of a vortex generating resistor.
  • FIG. 5 is a perspective view of another vortex generating resistor according to this embodiment.
  • 6 and 7 are schematic views of a water quality reforming apparatus for other seawater desulfurization drainage according to the first embodiment.
  • 8A to 8C are diagrams in which resistors for generating vortices are arranged in the same row in the flow direction.
  • FIG. 8D is a diagram in which vortex generating resistors are arranged in a staggered arrangement.
  • the seawater flue gas desulfurization system 10 according to the present embodiment is configured to remove dust from the exhaust gas 12 from the boiler 11 and the sulfur oxide in the exhaust gas 12 after removing dust from seawater. 14, a seawater desulfurization device 15 having an absorption tower 15 a that is desulfurized by 14, and a water quality reforming device 20 that reforms seawater desulfurization drainage (drained seawater) 21 from the seawater desulfurization device 15.
  • the absorption tower 15a seawater desulfurization unit 15 supplies the seawater 14 seawater supply line (seawater passage) the tip of the L 11 is connected to a portion 14a of the supplied sea water 14, ejection portion 15b in the apparatus main body It supplied by seawater inlet line L 12 in.
  • the ejection part 15b ejects the supplied seawater 14a upward by a liquid column system.
  • the seawater that is ejected and falls contacts the exhaust gas 12 that is introduced.
  • the seawater desulfurization wastewater 21 containing sulfurous acid (H 2 SO 3 ) is generated by desulfurizing the sulfur oxide in the exhaust gas 12 by opposing contact with the seawater from which the sulfur oxide is jetted. That is, in the absorption tower 15a, the sulfur oxide in the exhaust gas 12 is absorbed by the reaction represented by the following formula (I), and the seawater desulfurization containing sulfite ions (HSO 3 ⁇ ) and hydrogen ions (H + ). Drainage 21 is generated. SO 2 (G) + H 2 O ⁇ H 2 SO 3 (L) ⁇ HSO 3 ⁇ + H + (I) The purified purified gas 12A is discharged from the chimney 61 to the outside.
  • H 2 SO 3 sulfurous acid
  • the seawater desulfurization drainage 21 is drained by a seawater desulfurization drainage line L 13 connected to the water quality reformer 20 from the bottom side of the absorption tower 15a.
  • the water quality reforming apparatus 20 is an acidic seawater desulfurization wastewater 21 generated by desulfurizing sulfur oxides in the exhaust gas 12 with seawater 14 using an absorption tower 15 a.
  • a water quality reformer equipped with an oxidation / aeration unit 23 for performing water quality recovery treatment with diluted seawater 14b and air 71a, and is provided on the upstream side of the oxidation / aeration unit 23 to supply the diluted seawater 14b.
  • the inlet side dilution part 22 mixed with the seawater desulfurization waste water 21 is provided, and has at least one or more vortex generating resistors 31 standing from the bottom surface 22a of the inlet side dilution part 22.
  • the vortex generating resistor 31 is a columnar body and is erected from the bottom surface 22 a of the inlet side dilution section 22.
  • the water quality reformer 20 has a long water channel structure in which a rectangular upper portion surrounded by the long side walls 20a and 20b and the short side walls 20c and 20d is opened, Seawater moves from upstream to downstream in the longitudinal direction from the short side wall 20c toward the right side wall 20d, and a reforming process is performed.
  • the length L 1 of the inlet side dilution unit 22 is, for example, 5 m to 10 m
  • the length L 2 of the oxidation / aeration unit 23 is 50 m to 200 m
  • the length L 3 of the outlet side dilution unit 24 is 5 m to 10 m.
  • the width W is a kind of large-scale seawater canal structure of 20 to 50 m.
  • a stirring operation or the like was necessary for sufficient liquid-liquid mixing.
  • a plurality of small resistors are installed at the position mouth portion so Sufficient liquid-liquid mixing is possible only by generating a stirring vortex such as a vortex.
  • the diameter of the eddy-generating resistor 31 installed in this flow path is, for example, 10 cm to 100 cm.
  • the inlet side dilution part 22 is an area
  • Seawater from seawater supply line L 11 supplies the seawater 14 is supplied to the inlet side dilution unit 22 as a diluent seawater 14b.
  • the seawater desulfurization waste water 21 and the diluted seawater 14b are mixed in the inlet side dilution section 22 to generate diluted mixed seawater 25.
  • the seawater desulfurization wastewater 21 is discharged from the absorption tower 15a of the seawater desulfurization device 15 installed separately from the water quality reformer 20, and the wastewater provided on the side wall 20a of the inlet side dilution unit 22. It is introduced inside by a supply path 41.
  • the oxidation / aeration unit 23 is an area where water quality recovery processing is performed by reforming the water quality of the diluted mixed seawater 25 with the air 71 a introduced from the outside by the blower 71.
  • the air 71 a is supplied to the air diffusion pipe 73 via the air introduction pipe 72, and the air 71 a is introduced into the oxidation / aeration unit 23 from the aeration nozzle 74 provided in the air diffusion pipe 73.
  • the outlet side dilution unit 24 is an area for supplying diluted seawater as needed before being discharged as discharged seawater 27 to the water quality modified seawater 26 that has been subjected to water quality modification.
  • the vortex generating resistor 31 installed in the inlet side dilution section 22 is a columnar body, and is erected in the width direction from the bottom surface 22 a of the inlet side dilution section 22.
  • the seawater desulfurization waste water 21 is introduced into the inside by a waste water supply path 41 provided on the side wall 20a of the inlet side dilution section 22.
  • a flow distribution in the width (W) direction is formed.
  • the eddy-generating resistor 31 is installed at a predetermined interval, when the diluted seawater 14b and the seawater desulfurization drainage 21 are mixed, not simple liquid-liquid mixing but vortex generation.
  • the seawater desulfurization drainage 21 is directly introduced from the lateral direction through the opening 41a of the drainage supply path 41 provided in the side wall 20a inside the inlet side dilution section 22. It is.
  • the seawater desulfurization wastewater 21 is discharged toward the side wall 20b facing the opening 41a.
  • the vortex generating resistor 31 is arranged in the mixing region.
  • the number of eddy-generating resistors 31 is reduced on the inlet side of the diluted seawater 14b of the inlet-side dilution unit 22, and the vortex generating resistor 31 is installed on the oxidation / aeration unit 23 side.
  • the number of installations is increased.
  • the position and number of the eddy-generating resistors 31 may be changed for each plant, and appropriately changed depending on the drainage speed and flow of both.
  • the vortex generating resistor 31 by arranging the vortex generating resistor 31 in a predetermined manner, when the diluted seawater 14b and the seawater desulfurization drainage 21 are mixed, the vortex generating resistor 31 is not a simple liquid-liquid mixing. As the flow direction changes, vortices and the like are generated, and liquid-liquid mixing proceeds. As a result, when the seawater desulfurization waste water 21 is introduced from a direction orthogonal to the diluted seawater 14b, a flow distribution in the width (W) direction is formed. When both 31 collide by installing 31, a stirring vortex such as a Karman vortex is generated, and liquid-liquid mixing is promoted.
  • the cross-sectional shape of the vortex generating resistor 31 is, for example, a circle, a semicircle, a semicircle having a concave portion, a rectangle, an inverted trapezoid, etc. Any method may be used as long as a stirring vortex such as a Karman vortex is formed on the downstream side in the traveling direction.
  • FIG. 4A to 4G are sectional views of a vortex generating resistor and an example of vortex generation.
  • FIG. 4A shows a resistor 31A for generating a vortex having a circular cross section.
  • the stirring vortex 32 is formed in the seawater flow downstream side of the resistor 31A. Further, a stagnation region 33 of the flow is formed on the downstream side (back side) of the resistor 31A, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.
  • the liquid-liquid mixing of both the seawater desulfurization wastewater 21 and the diluted seawater 14b progressed and mixed well.
  • the diluted mixed seawater 25 can be generated.
  • production of the stirring vortex 32 such as a Karman vortex, is generated over the entire resistor on the downstream side in the flow direction of the resistor, and the stirring vortex in the figure is an example schematically described.
  • the size of the stirring vortex changes depending on the flow rate of the seawater, and is not limited to the figure.
  • FIG. 4B shows a vortex generating resistor 31B having a rectangular cross section.
  • a stirring vortex 32 is formed on the downstream side (back side) of the resistor 31B in the seawater flow.
  • a stagnation region 33 of the flow is formed on the downstream side (back side) of the resistor 31B, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.
  • FIG. 4C shows a semicircular vortex generating resistor 31C whose cross-sectional shape has an arc on the upstream side.
  • a stirring vortex 32 is formed on the downstream side (back side) of the resistor 31 ⁇ / b> C in the seawater flow.
  • a stagnation region 33 of the flow is formed on the downstream side (rear side) of the resistor 31C, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.
  • FIG. 4D shows a resistor 31D for generating a vortex with a cross-sectional shape having a square shape with the upstream side at the top.
  • a stirring vortex 32 is formed on the downstream side (back side) of the resistor 31D.
  • a stagnation region 33 of the flow is formed on the downstream side (rear side) of the resistor 31D, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.
  • FIG. 4E shows a triangular vortex generating resistor 31E whose cross-sectional shape has an upstream apex.
  • the stirring vortex 32 is formed in the seawater flow downstream side (back side) of the resistor 31E. Further, a stagnation region 33 of the flow is formed on the downstream side (back side) of the resistor 31E, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.
  • FIG. 4F shows a semicircular vortex generating resistor 31F having an arcuate recess 31a whose cross-sectional shape faces the upstream side.
  • a small vortex is generated in the arc-shaped recess 31a on the upstream side of the resistor 31F and becomes a seed of the vortex, and the seed of this vortex passes through the side surface of the resistor 31F, and the seawater flow
  • a stirring vortex 32 is formed on the wake side (back side).
  • a stagnation region 33 of the flow is formed on the downstream side (back side) of the resistor 31F, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.
  • FIG. 4G shows a semicircular vortex generating resistor 31G having an arc-shaped recess 31a whose cross-sectional shape faces the side wall.
  • a stirring vortex 32 is generated in the arc-shaped recess 31a on the upstream side of the resistor 31G and becomes a seed of the vortex, and this vortex seed passes through the side surface of the resistor 31G, A stirring vortex 32 is formed on the downstream side (back side) of the flow. Further, a stagnation region 33 of the flow is formed on the downstream side (back side) of the resistor 31G, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.
  • the semicircular vortex generating resistor 31G having the arc-shaped recess 31a is installed on the bottom surface 22a of the inlet side dilution unit 22 so that the arc-shaped recess 31a faces the sea surface side orthogonal to the seawater flow. You can also.
  • At least one vortex generating resistor 31 is provided standing from the bottom surface 22a of the inlet side dilution section 22, liquid-liquid mixing of the seawater desulfurization drainage 21 and the diluted seawater 14b proceeds.
  • the well-mixed diluted mixed seawater 25 can be generated. Since the mixing is promoted by installing only the eddy-generating resistor 31, it is unnecessary to install, for example, a stirrer, which is a general stirring means, and power is not required.
  • FIG. 5 is a perspective view of another vortex generating resistor according to this embodiment.
  • a spiral projection 34 is provided around the vortex generating resistor 31A.
  • the generation of the stirring vortex 32 becomes irregular in the vertical direction, for example, and the stirring vortex 32 that is regularly generated promotes the stirring by the movement of the vertical vortex of the resistor 31A or the like. it can.
  • the seawater desulfurization drainage water quality reformer 20 ⁇ / b> B is an acidic seawater generated by the seawater desulfurization device 15 desulfurizing sulfur oxide in the exhaust gas 12 with the seawater 14.
  • the desulfurization waste water 21 is a water quality reformer provided with an oxidation / aeration unit 23 for performing water quality recovery treatment with diluted seawater 14b and air 71a, and is provided on the upstream side of the oxidation / aeration unit 23.
  • the inlet side dilution part 22 which supplies and mixes with the seawater desulfurization waste_water
  • the supply method of the seawater desulfurization drainage 21 from the lateral direction to the inlet side dilution section 22 is directly performed from the opening 41a provided in the side wall 20a of the inlet side dilution section 22, as shown in FIG. 6 and 7, there is a case where the seawater desulfurization waste water 21 is supplied to the inlet side dilution section 22 through the drain supply path 41 as shown in FIGS.
  • diluted seawater 14 b is introduced into the inlet side dilution part 22 from the side wall 20 c and flows in the longitudinal direction of the inlet side dilution part 22.
  • drain 21 is discharged
  • the vortex generating resistor 31 is arranged at a position facing the hole 42 of the drainage supply passage 41 with a predetermined interval.
  • the first row of vortex generating resistors 31 are arranged at a predetermined interval so as to face the odd-numbered holes 42 from the inlet side of the drainage supply passage 41.
  • the vortex generating resistors 31 in the second row are arranged at a predetermined interval so as to face the even-numbered holes 42 from the inlet side of the drainage supply passage 41.
  • the second row vortex generating resistors 31 are alternately arranged in a staggered state at a position half the pitch of the first row vortex generating resistors 31.
  • a plurality of vortex generating resistors 31 are further added along the seawater flow direction.
  • the third column and the fourth column are arranged in a staggered arrangement.
  • the stirring vortex is further increased, and the diluted mixed seawater 25 with good dilution and mixing can be obtained.
  • column is suitably changed in consideration of the magnitude
  • the number of stages of the eddy-generating resistor 31 is derived from the following relational expression (1), for example.
  • the flow rate of the diluted seawater 14b in the dilution section is, for example, 0.5 to 2.0 m / second
  • the flow rate of the seawater desulfurization drainage 21 is, for example, 0.5 to 20 m / second.
  • the diameter of the eddy generating resistor 31 is, for example, 10 cm to 100 cm.
  • FIGS. 8A to 8D show a case where they are installed in the same row arrangement and a staggered arrangement in this embodiment.
  • 8A to 8C are diagrams in which the vortex generating resistors 31 are arranged in the same row in the flow direction
  • FIG. 8D is a diagram in which the vortex generating resistors are arranged in a staggered arrangement.
  • the wavy line in a figure shows a stirring vortex typically.
  • the first row of vortex generating resistors 31-1 and the second row of vortex generating resistors 31-2 are arranged in the same direction in the flow direction so that the stirring vortex If the generation is good, the mixed state will persist.
  • the vortex generating resistors 31-1 and 31-2 are arranged in a staggered arrangement so that the first row vortex generating resistors 31- The vortex generated in 1 is not attenuated by the vortex generating resistor 31-2 in the second row, and the mixed state of the diluted mixed seawater can be maintained.
  • the mixing efficiency of the liquid-liquid mixing can be increased by increasing the diameter of the vortex generating resistor 31-2 in the second row of the staggered arrangement and increasing the generated stirring vortex. Note that these arrangements can be appropriately changed according to the inflow state of the diluted seawater and the desulfurized waste water before the maintenance of the periodic inspection.
  • FIG. 9 is a perspective view of a structure in which resistors for generating vortices are combined.
  • the vortex generating resistor 31 is combined by support members 35 and 36 to form a so-called jungle gym structure.
  • the generation of vortices in the vertical direction can be combined. Efficiency increases.
  • the seawater desulfurization drainage 21 is introduced through the hole 42 of the drainage supply path 41.
  • the seawater supply line L 11 from the diluting seawater 14b is supplied to the inlet side dilution unit 22, the seawater desulfurization effluent 21 is diluted mixture.
  • the vortex generating resistors 31 are arranged at a predetermined interval. Therefore, when the seawater 14 passes next to the vortex generating resistors 31, a stirring vortex is generated and diluted. -It becomes diluted mixed seawater 25 with good mixing.
  • the pH of the treated seawater at the time of treatment in the oxidation / aeration unit 23 can be shifted to the neutral side.
  • the seawater desulfurization effluent 21 having a pH of about 2 to 6 can be converted to a diluted mixed seawater 25 having a pH of about 3 to 7, for example, but the pH is not limited thereto.
  • the diluted mixed seawater 25 that has been successfully diluted and mixed is introduced into the oxidation / aeration unit 23 having an air diffuser 73 that is provided on the downstream side of the inlet side dilution unit 22 and performs a water quality recovery process. Then, the air 71a supplied from an aeration air blower (not shown) is supplied by the aeration nozzle 74 of the diffuser pipe 73, the water quality is recovered, and the water quality modified seawater 26 is obtained.
  • the sulfite ions (HSO 3 ⁇ ) generated by the reaction in the seawater desulfurization device 15 become soluble sulfate (SO 4 2 ⁇ ) in the oxidation / aeration unit 23 and are released into the seawater.
  • hydrogen ions generated by the oxidation reaction of sulfite ions react with carbonate ions (HCO 3 ⁇ ) in seawater and are released out of the system as carbon dioxide and water. That is, oxidation and decarboxylation reactions occur in the oxidation / aeration unit 23.
  • the water quality-modified seawater 26 that has undergone water quality improvement is further supplied with diluted seawater 14b as necessary at the outlet side dilution section 24, diluted, and discharged as discharged seawater 27 suitable for discharge.
  • FIG. 10 is a schematic view of another seawater desulfurization drainage water quality reforming apparatus according to the first embodiment.
  • the seawater desulfurization drainage water quality reforming apparatus 20D shown in FIG. 10 further includes a discharge adjusting unit 29 on the downstream side of the outlet side dilution unit 24, and a vortex in the outlet side dilution unit 24 and the discharge adjustment unit 29.
  • Each of the generating resistors 31 is arranged. Thereby, liquid-liquid mixing can be made favorable not only on the inlet side but also on the outlet side.
  • FIG. 11 is a schematic view of another water quality reformer for seawater desulfurization drainage according to the first embodiment.
  • the seawater desulfurization drainage water quality reformer 20E shown in FIG. 11 is provided with a diluted seawater introduction section 19 for introducing the diluted seawater 14b upstream of the inlet side dilution section 22, and the seawater desulfurization drainage water quality reformer 20E.
  • a partition wall 20e is provided along the longitudinal direction to form a main channel and a sub channel. Then, a part of the diluted seawater 14b introduced into the diluted seawater introduction portion 19 is bypassed and flows into the outlet side dilution portion 24 as the diluted seawater 14b via the sub-flow channel formed by the partition wall 20e. Yes.
  • a vortex generating resistor 31 is disposed in a mixed region of the diluted seawater 14 b introduced by bypass into the outlet side dilution section 24 and the water-modified seawater 26. Thereby, also in the exit side dilution part 24, liquid-liquid mixing becomes favorable with the resistor 31 for vortex generation.
  • FIG. 12 is a schematic diagram of a water quality reformer for seawater desulfurization drainage according to the second embodiment.
  • symbol is attached
  • the vortex generating resistors 51 including the rotary blades 52 are arranged in parallel along the seawater flow direction. .
  • the vortex generating efficiency is improved.
  • the rotation direction of the rotary blades 52 may be the same in the front row side and the rear row side, or the rotation directions of the rotary blades 52 on the front row side and the rear row side may be opposite rotations.
  • the degree of mixing can be increased or decreased by a combination of the rotational directions of the front and rear rotor blades.
  • the pitch and the angle of the rotary blade 52 by changing the pitch and the angle of the rotary blade 52, the vortex generated in the front row can be diffused around.
  • FIG. 13 is a schematic view of another seawater desulfurization drainage water quality reforming apparatus according to the second embodiment.
  • the seawater desulfurization drainage water quality reformer 20G shown in FIG. 13 uses the vortex generating resistor 31 of Example 1 and the vortex generating resistor 51 including the rotor blades 52 in combination, and the inlet side dilution unit 22 is used.
  • Two rows of eddy-generating resistors 31 are arranged on the front row side, and two rows of vortex-generating resistors 51 having rotor blades 52 are arranged on the rear row side.
  • the vortex generating resistors 51 provided with the rotor blades 52 are arranged in two rows to further improve the vortex generating efficiency.
  • FIG. 14 is a schematic view of another seawater desulfurization drainage water quality reforming apparatus according to the second embodiment.
  • the seawater desulfurization drainage water quality reformer 20H shown in FIG. 14 has two vortex generating resistors 31 arranged on the front row side of the inlet side dilution section 22, and a vortex having rotor blades 52a and 52b on the rear row side.
  • the generating resistors 51 are arranged in two rows, and the diameter of the downstream rotor blade 52b is larger than that of the upstream rotor blade 52a.
  • the vortex spreads more widely, so that the mixing efficiency can be further improved.

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Abstract

The present invention is a water quality-improving apparatus provided with an oxidation/aeration section 23 for performing water quality-restoring treatment, using diluting seawater 14b and air 71a, on acidic seawater desulfurization waste water 21 that is generated by seawater desulfurization of sulfur oxides in exhaust gas 12 with seawater 14 using a seawater desulfurization device 15. The water quality-improving apparatus is provided with an inlet-side diluting section 22, which: is provided on the upstream end of the oxidation/aeration section 23, supplies diluting seawater 14b, and mixes same with the seawater desulfurization waste water 21; and has at least one vortex-generating resistor 31 that is erected on the bottom surface 22a of said inlet-side diluting section 22.

Description

海水脱硫排水の水質改質装置及び海水排煙脱硫システムSeawater desulfurization drainage water quality reformer and seawater flue gas desulfurization system

 本発明は、例えば石炭焚き、原油焚き及び重油焚き等の発電プラントに適用される海水脱硫装置の排水処理に係り、特に、海水法を用いて脱硫する海水脱硫装置の海水脱硫排水(排海水)の水質を改質する海水脱硫排水の水質改質装置及び海水排煙脱硫システムに関する。 TECHNICAL FIELD The present invention relates to wastewater treatment of seawater desulfurization equipment applied to power plants such as coal fired, crude oil fired, and heavy oil fired, and in particular, seawater desulfurization wastewater (wastewater) of seawater desulfurization equipment desulfurized using the seawater method. TECHNICAL FIELD The present invention relates to a seawater desulfurization drainage water quality reformer and a seawater flue gas desulfurization system for reforming water quality.

 従来、石炭や原油等を燃料とする発電プラントにおいて、ボイラから排出される燃焼排気ガス(以下、「排ガス」と呼ぶ)は、該排ガス中に含まれている二酸化硫黄(SO2)等の硫黄酸化物(SOx)を除去してから大気に放出される。このような脱硫処理を施す脱硫装置の脱硫方式としては、石灰石膏法、スプレードライヤー法及び海水法等が知られている。 Conventionally, in a power plant using coal, crude oil or the like as fuel, combustion exhaust gas (hereinafter referred to as “exhaust gas”) discharged from a boiler is sulfur such as sulfur dioxide (SO 2 ) contained in the exhaust gas. The oxide (SOx) is removed and then released to the atmosphere. As a desulfurization method of a desulfurization apparatus that performs such a desulfurization treatment, a lime gypsum method, a spray dryer method, a seawater method, and the like are known.

 このうち、海水法を採用した海水脱硫装置は、吸収剤として海水を使用する脱硫方式である。この方式では、たとえば略円筒のような筒形状又は角形状を縦置きにした脱硫塔(吸収塔)の内部に海水及びボイラ排ガスを供給することにより、海水を吸収液として湿式ベースの気液接触を生じさせて硫黄酸化物を除去している。
 上述した脱硫塔内で吸収剤として使用した脱硫後の海水脱硫排水は、たとえば、水路幅が広くて上部が開放された長い水路(Seawater Oxidation Treatment System;SOTS)内を流れ排水される際、水路の一部の底面に設置したエアレーション装置を備えた水質改質装置(酸化・曝気部)において、微細気泡を流出させるエアレーションによって脱炭酸(爆気)される(特許文献1~3)。
Among these, the seawater desulfurization apparatus that employs the seawater method is a desulfurization system that uses seawater as an absorbent. In this system, for example, by supplying seawater and boiler exhaust gas into a desulfurization tower (absorption tower) having a cylindrical shape or a rectangular shape such as a substantially cylindrical shape, the seawater is used as an absorbing liquid to make a wet-based gas-liquid contact. Is generated to remove sulfur oxides.
The desulfurized seawater desulfurization effluent used as an absorbent in the desulfurization tower described above is, for example, a water channel when drained by flowing through a long channel (Seawater Oxidation Treatment System; SOTS) having a wide channel width and an open top. In a water quality reformer (oxidation / aeration unit) equipped with an aeration device installed on a part of the bottom of the gas, decarboxylation (explosion) is caused by aeration that causes fine bubbles to flow out (Patent Documents 1 to 3).

特開2006-055779号公報JP 2006-055779 A 特開2009-028570号公報JP 2009-028570 A 特開2009-028572号公報JP 2009-028572 A

 しかしながら、海水を用いた脱硫塔からの使用済の海水脱硫排水は、水質改質装置に導入する前において、反応しやすいpHに調整するために、希釈用の海水を供給して、海水脱硫排水を希釈しているが、その両者の液液混合が不完全である、という問題がある。 However, the used seawater desulfurization wastewater from the desulfurization tower using seawater is supplied with dilution seawater before being introduced into the water quality reformer, so that it can be easily reacted with the seawater desulfurization wastewater. However, there is a problem that the liquid-liquid mixing of the two is incomplete.

 特に、長い水路構造の水質改質装置での改質処理の場合には、水路入口部での混合が良好なことが要求されており、その対策が望まれている。 Especially, in the case of the reforming treatment with a water quality reformer having a long water channel structure, good mixing at the water channel inlet is required, and countermeasures are desired.

 また、海水脱硫の排水の水質改質には膨大な海水量が必要となるので、一般の攪拌手段である例えば攪拌機等の設置は大幅な動力増加に繋がるという、問題がある。
 また、使用済の脱硫排水とそれを希釈する希釈排水とが二方向から導入され、例えば直交流等となって混合する場合には、これらの二方向からの流れを十分に混合させるための対策が望まれている。
In addition, since a huge amount of seawater is required for water quality reforming of seawater desulfurization wastewater, there is a problem that installation of, for example, a stirrer as a general stirring means leads to a significant increase in power.
In addition, when used desulfurization waste water and diluted waste water for diluting it are introduced from two directions, for example, when mixed in a cross flow, etc., measures are taken to sufficiently mix the flows from these two directions. Is desired.

 そこで、例えば攪拌機等の設置をすることなく、液液混合を良好に行う水質改質技術の出現が切望されている。 Therefore, for example, the advent of a water quality reforming technique that performs good liquid-liquid mixing without installing a stirrer or the like is eagerly desired.

 本発明は、前記問題に鑑み、例えば攪拌機等を用いることなく、液液混合を良好に行うことができる海水脱硫排水の水質改質装置及び海水排煙脱硫システムを提供することを課題とする。 In view of the above problems, an object of the present invention is to provide a seawater desulfurization drainage water quality reformer and a seawater flue gas desulfurization system that can satisfactorily perform liquid-liquid mixing without using a stirrer or the like.

 上述した課題を解決するための本発明の第1の発明は、海水脱硫装置により排ガス中の硫黄酸化物を海水により海水脱硫することで生成される酸性の海水脱硫排水を、希釈海水及び空気により水質回復処理を行う酸化・曝気部を備えた水質改質装置であって、前記酸化・曝気部の前流側に設けられ、前記希釈海水を供給して海水脱硫排水と混合する入口側希釈部を備え、該入口側希釈部に、少なくとも一つ以上の渦発生用の抵抗体を有することを特徴とする海水脱硫排水の水質改質装置にある。 The first invention of the present invention for solving the above-described problem is that an acidic seawater desulfurization wastewater generated by seawater desulfurization of sulfur oxides in exhaust gas with seawater by a seawater desulfurization device is diluted with seawater and air. A water quality reformer having an oxidation / aeration unit for performing water quality recovery processing, provided on the upstream side of the oxidation / aeration unit, supplying the diluted seawater and mixing it with seawater desulfurization effluent And having at least one or more vortex generating resistors in the inlet side dilution section.

 第2の発明は、第1の発明において、前記入口側希釈部内に海水脱硫排水を導入する排水供給路は、前記希釈海水の海水流れ方向と直交する方向から前記海水脱硫排水を導入することを特徴とする海水脱硫排水の水質改質装置にある。 According to a second invention, in the first invention, the drainage supply passage for introducing seawater desulfurization drainage into the inlet side dilution section introduces the seawater desulfurization drainage from a direction orthogonal to the seawater flow direction of the diluted seawater. It is in the water quality reformer of the seawater desulfurization drainage that is the feature

 第3の発明は、第1の発明において、前記入口側希釈部内に前記海水脱硫排水を導入する排水供給路を前記希釈海水の海水流れ方向と直交する方向に配置してなり、前記排水供給路から前記海水脱硫排水を供給する孔に対して、前記渦発生用の抵抗体が対向する位置に配置されていることを特徴とする海水脱硫排水の水質改質装置にある。 According to a third invention, in the first invention, a drainage supply path for introducing the seawater desulfurization drainage into the inlet side dilution section is arranged in a direction perpendicular to the seawater flow direction of the diluted seawater, and the drainage supply path The seawater desulfurization drainage water quality reforming apparatus is characterized in that the vortex generating resistor is disposed at a position facing a hole for supplying the seawater desulfurization drainage.

 第4の発明は、第1乃至3のいずれか一つの発明において、前記酸化・曝気部の後流側に設けられ、水質が改質された水質回復海水にさらに希釈海水を供給して混合する出口側希釈部を備え、該出口側希釈部に、少なくとも一つ以上の渦発生用の抵抗体を有することを特徴とする海水脱硫排水の水質改質装置にある。 According to a fourth invention, in any one of the first to third inventions, diluted seawater is further supplied and mixed with water quality-recovered seawater which is provided on the downstream side of the oxidation / aeration section and whose water quality has been improved. A water quality reformer for seawater desulfurization drainage, comprising an outlet side dilution section, and having at least one vortex generating resistor in the outlet side dilution section.

 第5の発明は、第1乃至4のいずれか一つの発明において、前記渦発生用の抵抗体が、柱状体であることを特徴とする海水脱硫排水の水質改質装置にある。 A fifth invention is the water quality reformer for seawater desulfurization drainage according to any one of the first to fourth inventions, wherein the vortex generating resistor is a columnar body.

 第6の発明は、第5の発明において、前記柱状体の周囲に突起を有することを特徴とする海水脱硫排水の水質改質装置にある。 The sixth invention is the water quality reformer for seawater desulfurization drainage according to the fifth invention, wherein the columnar body has a protrusion around the columnar body.

 第7の発明は、第1乃至6のいずれか一つの発明において、前記渦発生用の抵抗体が、回転翼を備えていることを特徴とする海水脱硫排水の水質改質装置にある。 According to a seventh aspect of the present invention, there is provided the water quality reformer for seawater desulfurization waste water according to any one of the first to sixth aspects, wherein the vortex generating resistor includes a rotor blade.

 第8の発明は、第7の発明において、前記回転翼を備えた渦発生用の抵抗体が、海水流れ方向に沿って並列に配置されていることを特徴とする海水脱硫排水の水質改質装置にある。 An eighth aspect of the invention is the water quality improvement of seawater desulfurization drainage according to the seventh aspect of the invention, wherein the vortex generating resistors having the rotor blades are arranged in parallel along the seawater flow direction. In the device.

 第9の発明は、第1乃至8のいずれか一つの発明において、前記渦発生用の抵抗体が、千鳥状態で配置されていることを特徴とする海水脱硫排水の水質改質装置にある。 A ninth invention is the water quality reformer for seawater desulfurization drainage according to any one of the first to eighth inventions, wherein the vortex generating resistors are arranged in a staggered state.

 第10の発明は、排ガスと海水とを気液接触して脱硫反応させる海水脱硫装置と、前記海水脱硫装置からの海水脱硫排水を改質処理する第1乃至9のいずれか一つの海水脱硫排水の水質改質装置と、を具備することを特徴とする海水排煙脱硫システムにある。 According to a tenth aspect of the invention, there is provided a seawater desulfurization device that makes a gas-liquid contact between exhaust gas and seawater and a desulfurization reaction; A seawater flue gas desulfurization system, comprising:

 本発明によれば、入口側希釈部の底面から立設され少なくとも一つ以上の渦発生用の抵抗体を有するので、海水脱硫排水と希釈海水との液液混合が進み、よく混ざり合った希釈混合海水を生成することができる。 According to the present invention, since it has at least one resistor for vortex generation standing from the bottom surface of the inlet side dilution section, liquid-liquid mixing of seawater desulfurization drainage and diluted seawater proceeds, and the well-mixed dilution Mixed seawater can be produced.

図1は、実施例1に係る海水脱硫排水の水質改質装置を備えた海水排煙脱硫システムの概略図である。FIG. 1 is a schematic diagram of a seawater flue gas desulfurization system including a water quality reformer for seawater desulfurization drainage according to a first embodiment. 図2は、図1の要部の平面概略図である。FIG. 2 is a schematic plan view of the main part of FIG. 図3は、実施例1に係る海水脱硫排水の水質改質装置の概略図である。FIG. 3 is a schematic diagram of a water quality reformer for seawater desulfurization wastewater according to the first embodiment. 図4Aは、渦発生用の抵抗体の断面図である。FIG. 4A is a cross-sectional view of a vortex generating resistor. 図4Bは、渦発生用の抵抗体の断面図である。FIG. 4B is a cross-sectional view of a vortex generating resistor. 図4Cは、渦発生用の抵抗体の断面図である。FIG. 4C is a cross-sectional view of a vortex generating resistor. 図4Dは、渦発生用の抵抗体の断面図である。FIG. 4D is a cross-sectional view of a vortex generating resistor. 図4Eは、渦発生用の抵抗体の断面図である。FIG. 4E is a cross-sectional view of a vortex generating resistor. 図4Fは、渦発生用の抵抗体の断面図である。FIG. 4F is a cross-sectional view of a vortex generating resistor. 図4Gは、渦発生用の抵抗体の断面図である。FIG. 4G is a cross-sectional view of a vortex generating resistor. 図5は、本実施例に係る他の渦発生用の抵抗体の斜視図である。FIG. 5 is a perspective view of another vortex generating resistor according to this embodiment. 図6は、実施例1に係る他の海水脱硫排水の水質改質装置の概略図である。FIG. 6 is a schematic diagram of another seawater desulfurization drainage water quality reforming apparatus according to the first embodiment. 図7は、実施例1に係る他の海水脱硫排水の水質改質装置の概略図である。FIG. 7 is a schematic diagram of another seawater desulfurization drainage water quality reforming apparatus according to the first embodiment. 図8Aは、渦発生用の抵抗体を流れ方向に同列に配置した図である。FIG. 8A is a diagram in which vortex generating resistors are arranged in the same row in the flow direction. 図8Bは、渦発生用の抵抗体を流れ方向に同列に配置した図である。FIG. 8B is a diagram in which vortex generating resistors are arranged in the same row in the flow direction. 図8Cは、渦発生用の抵抗体を流れ方向に同列に配置した図である。FIG. 8C is a diagram in which vortex generating resistors are arranged in the same row in the flow direction. 図8Dは、渦発生用の抵抗体を千鳥配列とした図である。FIG. 8D is a diagram in which vortex generating resistors are arranged in a staggered arrangement. 図9は、渦発生用の抵抗体を組み合わせた構造物の斜視図である。FIG. 9 is a perspective view of a structure in which resistors for generating vortices are combined. 図10は、実施例1に係る他の海水脱硫排水の水質改質装置の概略図である。FIG. 10 is a schematic view of another seawater desulfurization drainage water quality reforming apparatus according to the first embodiment. 図11は、実施例1に係る他の海水脱硫排水の水質改質装置の概略図である。FIG. 11 is a schematic view of another water quality reformer for seawater desulfurization drainage according to the first embodiment. 図12は、実施例2に係る海水脱硫排水の水質改質装置の概略図である。FIG. 12 is a schematic diagram of a water quality reformer for seawater desulfurization drainage according to a second embodiment. 図13は、実施例2に係る他の海水脱硫排水の水質改質装置の概略図である。FIG. 13 is a schematic diagram of another seawater desulfurization drainage water quality reforming apparatus according to the second embodiment. 図14は、実施例2に係る他の海水脱硫排水の水質改質装置の概略図である。FIG. 14 is a schematic diagram of another seawater desulfurization drainage water quality reforming apparatus according to the second embodiment.

 以下に添付図面を参照して、本発明の好適な実施例を詳細に説明する。なお、この実施例により本発明が限定されるものではなく、また、実施例が複数ある場合には、各実施例を組み合わせて構成するものも含むものである。 Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. In addition, this invention is not limited by this Example, Moreover, when there exists multiple Example, what comprises combining each Example is also included.

 図1は、実施例1に係る海水脱硫排水の水質改質装置を備えた海水排煙脱硫システムの概略図である。図2は、図1の要部の平面概略図である。図3は、実施例1に係る海水脱硫排水の水質改質装置の概略図である。図4A乃至図4Gは、渦発生用の抵抗体の断面図である。図5は、本実施例に係る他の渦発生用の抵抗体の斜視図である。図6及び図7は、実施例1に係る他の海水脱硫排水の水質改質装置の概略図である。図8A乃至図8Cは、渦発生用の抵抗体を流れ方向に同列に配置した図である。図8Dは、渦発生用の抵抗体を千鳥配列とした図である。
 図1及び図2に示すように、本実施例に係る海水排煙脱硫システム10は、ボイラ11からの排ガス12を除塵処理する除塵装置13と、除塵後の排ガス12中の硫黄酸化物を海水14により脱硫する吸収塔15aを有する海水脱硫装置15と、この海水脱硫装置15からの海水脱硫排水(排海水)21を改質処理する水質改質装置20とを備えている。
FIG. 1 is a schematic diagram of a seawater flue gas desulfurization system including a water quality reformer for seawater desulfurization drainage according to a first embodiment. FIG. 2 is a schematic plan view of the main part of FIG. FIG. 3 is a schematic diagram of a water quality reformer for seawater desulfurization wastewater according to the first embodiment. 4A to 4G are cross-sectional views of a vortex generating resistor. FIG. 5 is a perspective view of another vortex generating resistor according to this embodiment. 6 and 7 are schematic views of a water quality reforming apparatus for other seawater desulfurization drainage according to the first embodiment. 8A to 8C are diagrams in which resistors for generating vortices are arranged in the same row in the flow direction. FIG. 8D is a diagram in which vortex generating resistors are arranged in a staggered arrangement.
As shown in FIGS. 1 and 2, the seawater flue gas desulfurization system 10 according to the present embodiment is configured to remove dust from the exhaust gas 12 from the boiler 11 and the sulfur oxide in the exhaust gas 12 after removing dust from seawater. 14, a seawater desulfurization device 15 having an absorption tower 15 a that is desulfurized by 14, and a water quality reforming device 20 that reforms seawater desulfurization drainage (drained seawater) 21 from the seawater desulfurization device 15.

 海水脱硫装置15の吸収塔15aには、海水14を供給する海水供給ライン(海水流路)L11の先端が接続され、供給された海水14の一部14aは、装置本体内の噴出部15bに海水導入ラインL12により供給される。噴出部15bは、供給された海水14aを液柱方式により上方に噴出する。この噴出されて落下する海水は、導入される排ガス12と対向接触する。 The absorption tower 15a seawater desulfurization unit 15 supplies the seawater 14 seawater supply line (seawater passage) the tip of the L 11 is connected to a portion 14a of the supplied sea water 14, ejection portion 15b in the apparatus main body It supplied by seawater inlet line L 12 in. The ejection part 15b ejects the supplied seawater 14a upward by a liquid column system. The seawater that is ejected and falls contacts the exhaust gas 12 that is introduced.

 この吸収塔15aでは、排ガス12中の硫黄酸化物を噴出された海水と対向接触により海水脱硫させ、亜硫酸(H2SO3)を含んだ酸性の海水脱硫排水21を生成している。すなわち、吸収塔15a内では、下記式(I)で示される反応により、排ガス12中の硫黄酸化物が吸収されて、亜硫酸イオン(HSO3 -)と水素イオン(H)とを含む海水脱硫排水21が生じる。
SO2(G)+H2O→H2SO3(L)→HSO3 -+H+・・・(I)
 なお、浄化された浄化ガス12Aは、煙突61から外部へ排出される。
In the absorption tower 15a, the seawater desulfurization wastewater 21 containing sulfurous acid (H 2 SO 3 ) is generated by desulfurizing the sulfur oxide in the exhaust gas 12 by opposing contact with the seawater from which the sulfur oxide is jetted. That is, in the absorption tower 15a, the sulfur oxide in the exhaust gas 12 is absorbed by the reaction represented by the following formula (I), and the seawater desulfurization containing sulfite ions (HSO 3 ) and hydrogen ions (H + ). Drainage 21 is generated.
SO 2 (G) + H 2 O → H 2 SO 3 (L) → HSO 3 + H + (I)
The purified purified gas 12A is discharged from the chimney 61 to the outside.

 この海水脱硫排水21は、吸収塔15aの底部側から水質改質装置20に接続された海水脱硫排水ラインL13により、排水される。 The seawater desulfurization drainage 21 is drained by a seawater desulfurization drainage line L 13 connected to the water quality reformer 20 from the bottom side of the absorption tower 15a.

 本実施例に係る水質改質装置20は、図1及び2に示すように、吸収塔15aにより排ガス12中の硫黄酸化物を海水14により海水脱硫することで生成される酸性の海水脱硫排水21を、希釈海水14b及び空気71aにより水質回復処理を行う酸化・曝気部23を備えた水質改質装置であって、酸化・曝気部23の前流側に設けられ、希釈海水14bを供給して海水脱硫排水21と混合する入口側希釈部22を備え、該入口側希釈部22の底面22aから立設され少なくとも一つ以上の渦発生用の抵抗体31を有するものである。 As shown in FIGS. 1 and 2, the water quality reforming apparatus 20 according to the present embodiment is an acidic seawater desulfurization wastewater 21 generated by desulfurizing sulfur oxides in the exhaust gas 12 with seawater 14 using an absorption tower 15 a. Is a water quality reformer equipped with an oxidation / aeration unit 23 for performing water quality recovery treatment with diluted seawater 14b and air 71a, and is provided on the upstream side of the oxidation / aeration unit 23 to supply the diluted seawater 14b. The inlet side dilution part 22 mixed with the seawater desulfurization waste water 21 is provided, and has at least one or more vortex generating resistors 31 standing from the bottom surface 22a of the inlet side dilution part 22.

 ここで、本実施例に係る渦発生用の抵抗体31は、柱状体としており、入口側希釈部22の底面22aから立設されている。 Here, the vortex generating resistor 31 according to the present embodiment is a columnar body and is erected from the bottom surface 22 a of the inlet side dilution section 22.

 本実施例では、水質改質装置20は、長辺の側壁20a、20bと短辺の側壁20c、20dで囲まれてなる矩形型の上部が解放された長い水路構造としており、図中左側の短辺の側壁20cから右側の側壁20dに向かって、その長手方向に海水が上流から下流に移動し、改質処理がなされている。 In the present embodiment, the water quality reformer 20 has a long water channel structure in which a rectangular upper portion surrounded by the long side walls 20a and 20b and the short side walls 20c and 20d is opened, Seawater moves from upstream to downstream in the longitudinal direction from the short side wall 20c toward the right side wall 20d, and a reforming process is performed.

 ここで、入口側希釈部22の長さL1は例えば5m~10m、酸化・曝気部23の長さL2は50m~200m、出口側希釈部24の長さL3は5m~10mとしている。またその幅Wは20m~50mの一種の大型の海水運河構造としている。このような長い運河構造の場合、従来では十分な液液混合するには、例えば攪拌操作等が必要であったが、本実施例では、位置口部に小さな抵抗体を複数本設置してカルマン渦等の攪拌渦を発生させるだけで、十分な液液混合が可能になる。この流路に設置する渦発生用の抵抗体31の径は例えば10cm~100cmとしている。 Here, the length L 1 of the inlet side dilution unit 22 is, for example, 5 m to 10 m, the length L 2 of the oxidation / aeration unit 23 is 50 m to 200 m, and the length L 3 of the outlet side dilution unit 24 is 5 m to 10 m. . The width W is a kind of large-scale seawater canal structure of 20 to 50 m. In the case of such a long canal structure, in the past, for example, a stirring operation or the like was necessary for sufficient liquid-liquid mixing. However, in this embodiment, a plurality of small resistors are installed at the position mouth portion so Sufficient liquid-liquid mixing is possible only by generating a stirring vortex such as a vortex. The diameter of the eddy-generating resistor 31 installed in this flow path is, for example, 10 cm to 100 cm.

 入口側希釈部22は、供給する希釈海水14bにより海水脱硫排水21を希釈する領域である。海水14を供給する海水供給ラインL11からの海水が希釈海水14bとして入口側希釈部22内に供給されている。この入口側希釈部22で海水脱硫排水21と希釈海水14bとが混合されることで、希釈混合海水25を生成している。
 本実施例では、海水脱硫排水21は、水質改質装置20と別に設置されている海水脱硫装置15の吸収塔15aから排出されるものであり、入口側希釈部22の側壁20aに設けた排水供給路41により内部に導入されている。
The inlet side dilution part 22 is an area | region which dilutes the seawater desulfurization waste_water | drain 21 with the diluted seawater 14b to supply. Seawater from seawater supply line L 11 supplies the seawater 14 is supplied to the inlet side dilution unit 22 as a diluent seawater 14b. The seawater desulfurization waste water 21 and the diluted seawater 14b are mixed in the inlet side dilution section 22 to generate diluted mixed seawater 25.
In the present embodiment, the seawater desulfurization wastewater 21 is discharged from the absorption tower 15a of the seawater desulfurization device 15 installed separately from the water quality reformer 20, and the wastewater provided on the side wall 20a of the inlet side dilution unit 22. It is introduced inside by a supply path 41.

 酸化・曝気部23は、外部よりブロワ71により途導入される空気71aにより希釈混合海水25の水質を改質して、水質回復処理を行う領域である。
 ここで、空気71aは、空気導入配管72を介して、散気管73に供給され、散気管73に設けたエアレーションノズル74より、空気71aを酸化・曝気部23内に導入している。
The oxidation / aeration unit 23 is an area where water quality recovery processing is performed by reforming the water quality of the diluted mixed seawater 25 with the air 71 a introduced from the outside by the blower 71.
Here, the air 71 a is supplied to the air diffusion pipe 73 via the air introduction pipe 72, and the air 71 a is introduced into the oxidation / aeration unit 23 from the aeration nozzle 74 provided in the air diffusion pipe 73.

 出口側希釈部24は、水質改質がなされた水質改質海水26に対して、放流海水27として放流する前にさらに必要に応じて希釈海水を供給する領域である。 The outlet side dilution unit 24 is an area for supplying diluted seawater as needed before being discharged as discharged seawater 27 to the water quality modified seawater 26 that has been subjected to water quality modification.

 ここで、入口側希釈部22内に設置される渦発生用の抵抗体31は、柱状体としており、入口側希釈部22の底面22aから、幅方向に立設されている。 Here, the vortex generating resistor 31 installed in the inlet side dilution section 22 is a columnar body, and is erected in the width direction from the bottom surface 22 a of the inlet side dilution section 22.

 本実施例では、海水脱硫排水21は、入口側希釈部22の側壁20aに設けた排水供給路41により内部に導入されている。この側壁20a側から海水脱硫排水21が入口側希釈部22に導入される場合、横幅(W)方向の流れの分布が形成される。本実施例により、渦発生用の抵抗体31が所定間隔を持って設置されることで、希釈海水14bと海水脱硫排水21とが混合される際、単純な液液混合ではなく、渦発生用の抵抗体31により、攪拌渦等が発生することで、液液混合が進み、十分に混合された希釈混合海水25となって、幅(W)方向と直交する方向(海水の流れ方向)への流れとなるようにしている。この結果、海水脱硫排水21を希釈海水14bと直交する方向から導入する場合、横幅(W)方向の流れの分布が形成されるが、希釈海水14bと合流する領域において、渦発生用の抵抗体31を設置することで両者がぶつかり合う際に、攪拌渦の発生が促進され、液液混合が促進することとなる。 In this embodiment, the seawater desulfurization waste water 21 is introduced into the inside by a waste water supply path 41 provided on the side wall 20a of the inlet side dilution section 22. When the seawater desulfurization waste water 21 is introduced into the inlet side dilution part 22 from the side wall 20a side, a flow distribution in the width (W) direction is formed. According to the present embodiment, when the eddy-generating resistor 31 is installed at a predetermined interval, when the diluted seawater 14b and the seawater desulfurization drainage 21 are mixed, not simple liquid-liquid mixing but vortex generation. Due to the generation of a stirring vortex or the like by the resistor 31, liquid-liquid mixing proceeds and becomes a sufficiently mixed diluted mixed seawater 25 in a direction perpendicular to the width (W) direction (seawater flow direction). It is trying to become the flow of. As a result, when the seawater desulfurization waste water 21 is introduced from a direction orthogonal to the diluted seawater 14b, a flow distribution in the width (W) direction is formed. When both of them collide with each other, the generation of a stirring vortex is promoted and liquid-liquid mixing is promoted.

 次に、本実施例に係る海水脱硫排水の水質改質装置20について、渦発生用の抵抗体31を設置する一例について説明する。図3に示す海水脱硫排水の水質改質装置20Aでは、入口側希釈部22の内部において、側壁20aに設けた排水供給路41の開口部41aから海水脱硫排水21を横方向から直接導入するものである。図3に示す海水脱硫排水の水質改質装置20Aの場合には、海水脱硫排水21は、開口部41aと対向する側壁20b側に向かって排出されるので、希釈海水14bと海水脱硫排水21との混合領域に、渦発生用の抵抗体31を配置するようにしている。本実施例では、入口側希釈部22の希釈海水14bの入口側では、渦発生用の抵抗体31の設置数を少なくすると共に、酸化・曝気部23側では、渦発生用の抵抗体31の設置数を多くなるようにしている。ここで、渦発生用の抵抗体31の配置の位置と数は、プラント毎により変更すればよく、両者の排水速度及び流れにより適宜変更される。 Next, an example in which a vortex generating resistor 31 is installed in the water quality reformer 20 for seawater desulfurization wastewater according to this embodiment will be described. In the water quality reforming apparatus 20A for seawater desulfurization drainage shown in FIG. 3, the seawater desulfurization drainage 21 is directly introduced from the lateral direction through the opening 41a of the drainage supply path 41 provided in the side wall 20a inside the inlet side dilution section 22. It is. In the case of the water quality reforming apparatus 20A for seawater desulfurization wastewater shown in FIG. 3, the seawater desulfurization wastewater 21 is discharged toward the side wall 20b facing the opening 41a. The vortex generating resistor 31 is arranged in the mixing region. In this embodiment, the number of eddy-generating resistors 31 is reduced on the inlet side of the diluted seawater 14b of the inlet-side dilution unit 22, and the vortex generating resistor 31 is installed on the oxidation / aeration unit 23 side. The number of installations is increased. Here, the position and number of the eddy-generating resistors 31 may be changed for each plant, and appropriately changed depending on the drainage speed and flow of both.

 本実施例により、渦発生用の抵抗体31を所定配置することで、希釈海水14bと海水脱硫排水21とが混合される際、単純な液液混合ではなく、渦発生用の抵抗体31に流れ方向が変化することで、渦等が発生し、液液混合が進むようにしている。この結果、海水脱硫排水21を希釈海水14bと直交する方向から導入する場合、横幅(W)方向の流れの分布が形成されるが、希釈海水14bと合流する領域において、渦発生用の抵抗体31を設置することで両者がぶつかり合う際に、カルマン渦等の攪拌渦が発生し、液液混合が促進することとなる。 According to the present embodiment, by arranging the vortex generating resistor 31 in a predetermined manner, when the diluted seawater 14b and the seawater desulfurization drainage 21 are mixed, the vortex generating resistor 31 is not a simple liquid-liquid mixing. As the flow direction changes, vortices and the like are generated, and liquid-liquid mixing proceeds. As a result, when the seawater desulfurization waste water 21 is introduced from a direction orthogonal to the diluted seawater 14b, a flow distribution in the width (W) direction is formed. When both 31 collide by installing 31, a stirring vortex such as a Karman vortex is generated, and liquid-liquid mixing is promoted.

 この渦発生用の抵抗体31の断面形状は、例えば円、半円、凹部を有する半円、矩形、逆台形等の形状としており、海水が渦発生用の抵抗体31に当接して、その進行方向の後流側にカルマン渦等の攪拌渦を形成するものであればいずれでもよい。 The cross-sectional shape of the vortex generating resistor 31 is, for example, a circle, a semicircle, a semicircle having a concave portion, a rectangle, an inverted trapezoid, etc. Any method may be used as long as a stirring vortex such as a Karman vortex is formed on the downstream side in the traveling direction.

 図4A乃至図4Gは、渦発生用の抵抗体の断面図及び渦発生の一例を示すである。
 図4Aは、横断面形状が円の渦発生用の抵抗体31Aである。図4Aに示すように、抵抗体31Aの海水流れ後流側に攪拌渦32が形成されている。また、この抵抗体31Aの後流側(背面側)には、流れのよどみ領域33が形成され、このよどみ領域33において攪拌渦32の発生が進むと共に、液液混合が促進される。この発生した攪拌渦32により、海水脱硫排水21と希釈海水14bとの混合が良好に促進されることで、海水脱硫排水21と希釈海水14bとの両者の液液混合が進み、よく混ざり合った希釈混合海水25を生成することができる。
 なお、カルマン渦等の攪拌渦32の発生は、抵抗体の流れ方向の下流側にて抵抗体の全体にわたって発生するものであり、図中の攪拌渦は模式的に記載した一例である。また、攪拌渦の大きさについても海水の流速により変化するものであり、図に限定されるものではない。
4A to 4G are sectional views of a vortex generating resistor and an example of vortex generation.
FIG. 4A shows a resistor 31A for generating a vortex having a circular cross section. As shown to FIG. 4A, the stirring vortex 32 is formed in the seawater flow downstream side of the resistor 31A. Further, a stagnation region 33 of the flow is formed on the downstream side (back side) of the resistor 31A, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted. By mixing the seawater desulfurization waste water 21 and the diluted seawater 14b well promoted by the generated stirring vortex 32, the liquid-liquid mixing of both the seawater desulfurization wastewater 21 and the diluted seawater 14b progressed and mixed well. The diluted mixed seawater 25 can be generated.
In addition, generation | occurrence | production of the stirring vortex 32, such as a Karman vortex, is generated over the entire resistor on the downstream side in the flow direction of the resistor, and the stirring vortex in the figure is an example schematically described. Also, the size of the stirring vortex changes depending on the flow rate of the seawater, and is not limited to the figure.

 以下は断面が円形以外の渦発生用の抵抗体の他の例を示す。図4Aに示す抵抗体31Aと同様に、渦の発生場所、大きさ範囲等は海水の流速により種々変化するので、以下の図面はその一例であり、これらに限定されるものではない。
 図4Bは、横断面形状が矩形の渦発生用の抵抗体31Bである。図4Bに示すように、抵抗体31Bの海水流れ後流側(背面側)に攪拌渦32が形成される。また、この抵抗体31Bの後流側(背面側)には、流れのよどみ領域33が形成され、このよどみ領域33において攪拌渦32の発生が進むと共に、液液混合が促進される。
The following shows another example of a vortex generating resistor whose cross section is not circular. Similar to the resistor 31A shown in FIG. 4A, the vortex generation location, size range, and the like vary depending on the flow rate of the seawater, so the following drawings are examples thereof and are not limited thereto.
FIG. 4B shows a vortex generating resistor 31B having a rectangular cross section. As shown in FIG. 4B, a stirring vortex 32 is formed on the downstream side (back side) of the resistor 31B in the seawater flow. Further, a stagnation region 33 of the flow is formed on the downstream side (back side) of the resistor 31B, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.

 図4Cは、横断面形状が上流側を円弧とした半円形の渦発生用の抵抗体31Cである。図4Cに示すように、抵抗体31Cの海水流れ後流側(背面側)に攪拌渦32が形成される。また、この抵抗体31Cの後流側(背面側)には、流れのよどみ領域33が形成され、このよどみ領域33において攪拌渦32の発生が進むと共に、液液混合が促進される。 FIG. 4C shows a semicircular vortex generating resistor 31C whose cross-sectional shape has an arc on the upstream side. As shown in FIG. 4C, a stirring vortex 32 is formed on the downstream side (back side) of the resistor 31 </ b> C in the seawater flow. Further, a stagnation region 33 of the flow is formed on the downstream side (rear side) of the resistor 31C, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.

 図4Dは、横断面形状が上流側を頂点とするくの字形の渦発生用の抵抗体31Dである。図4Dに示すように、抵抗体31Dの海水流れ後流側(背面側)に攪拌渦32が形成される。また、この抵抗体31Dの後流側(背面側)には、流れのよどみ領域33が形成され、このよどみ領域33において攪拌渦32の発生が進むと共に、液液混合が促進される。 FIG. 4D shows a resistor 31D for generating a vortex with a cross-sectional shape having a square shape with the upstream side at the top. As shown in FIG. 4D, a stirring vortex 32 is formed on the downstream side (back side) of the resistor 31D. Further, a stagnation region 33 of the flow is formed on the downstream side (rear side) of the resistor 31D, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.

 図4Eは、横断面形状が上流側を頂点とする三角形の渦発生用の抵抗体31Eである。図4Eに示すように、抵抗体31Eの海水流れ後流側(背面側)に攪拌渦32が形成される。また、この抵抗体31Eの後流側(背面側)には、流れのよどみ領域33が形成され、このよどみ領域33において攪拌渦32の発生が進むと共に、液液混合が促進される。 FIG. 4E shows a triangular vortex generating resistor 31E whose cross-sectional shape has an upstream apex. As shown to FIG. 4E, the stirring vortex 32 is formed in the seawater flow downstream side (back side) of the resistor 31E. Further, a stagnation region 33 of the flow is formed on the downstream side (back side) of the resistor 31E, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.

 図4Fは、横断面形状が上流側に向いた円弧状の凹部31aを有する半円形の渦発生用の抵抗体31Fである。図4Fに示すように、抵抗体31Fの上流側の円弧状の凹部31aでは小さい渦が発生し、渦の種となっており、この渦の種が抵抗体31Fの側面を通過し、海水流れ後流側(背面側)に攪拌渦32が形成される。また、この抵抗体31Fの後流側(背面側)には、流れのよどみ領域33が形成され、このよどみ領域33において攪拌渦32の発生が進むと共に、液液混合が促進される。 FIG. 4F shows a semicircular vortex generating resistor 31F having an arcuate recess 31a whose cross-sectional shape faces the upstream side. As shown in FIG. 4F, a small vortex is generated in the arc-shaped recess 31a on the upstream side of the resistor 31F and becomes a seed of the vortex, and the seed of this vortex passes through the side surface of the resistor 31F, and the seawater flow A stirring vortex 32 is formed on the wake side (back side). Further, a stagnation region 33 of the flow is formed on the downstream side (back side) of the resistor 31F, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.

 図4Gは、横断面形状が側壁側に向いた円弧状の凹部31aを有する半円形の渦発生用の抵抗体31Gである。図4Gに示すように、抵抗体31Gの上流側の円弧状の凹部31aでは攪拌渦32が発生し、渦の種となっており、この渦の種が抵抗体31Gの側面を通過し、海水流れ後流側(背面側)に攪拌渦32が形成される。また、この抵抗体31Gの後流側(背面側)には、流れのよどみ領域33が形成され、このよどみ領域33において攪拌渦32の発生が進むと共に、液液混合が促進される。 FIG. 4G shows a semicircular vortex generating resistor 31G having an arc-shaped recess 31a whose cross-sectional shape faces the side wall. As shown in FIG. 4G, a stirring vortex 32 is generated in the arc-shaped recess 31a on the upstream side of the resistor 31G and becomes a seed of the vortex, and this vortex seed passes through the side surface of the resistor 31G, A stirring vortex 32 is formed on the downstream side (back side) of the flow. Further, a stagnation region 33 of the flow is formed on the downstream side (back side) of the resistor 31G, and the generation of the stirring vortex 32 proceeds in the stagnation region 33 and the liquid-liquid mixing is promoted.

 また、この円弧状の凹部31aを有する半円形の渦発生用の抵抗体31Gを、円弧状の凹部31aが海水流れと直交する海面側に向けて、入口側希釈部22の底面22aに設置することもできる。 Further, the semicircular vortex generating resistor 31G having the arc-shaped recess 31a is installed on the bottom surface 22a of the inlet side dilution unit 22 so that the arc-shaped recess 31a faces the sea surface side orthogonal to the seawater flow. You can also.

 本実施例によれば、入口側希釈部22の底面22aから立設され少なくとも一つ以上の渦発生用の抵抗体31を有するので、海水脱硫排水21と希釈海水14bとの液液混合が進み、よく混ざり合った希釈混合海水25を生成することができる。渦発生用の抵抗体31のみを設置することで混合が促進されるので、一般の攪拌手段である例えば攪拌機等の設置が不要となり、動力が不要となる。 According to this embodiment, since at least one vortex generating resistor 31 is provided standing from the bottom surface 22a of the inlet side dilution section 22, liquid-liquid mixing of the seawater desulfurization drainage 21 and the diluted seawater 14b proceeds. The well-mixed diluted mixed seawater 25 can be generated. Since the mixing is promoted by installing only the eddy-generating resistor 31, it is unnecessary to install, for example, a stirrer, which is a general stirring means, and power is not required.

 図5は、本実施例に係る他の渦発生用の抵抗体の斜視図である。図5に示すように、渦発生用の抵抗体31Aの周囲に螺旋状の突起34を設けている。この突起34を設けることにより、攪拌渦32の発生が例えば上下方向に、不規則となり、規則的に発生する攪拌渦32が抵抗体31Aの上下方向の渦の移動等により攪拌を促進させることができる。 FIG. 5 is a perspective view of another vortex generating resistor according to this embodiment. As shown in FIG. 5, a spiral projection 34 is provided around the vortex generating resistor 31A. By providing the projections 34, the generation of the stirring vortex 32 becomes irregular in the vertical direction, for example, and the stirring vortex 32 that is regularly generated promotes the stirring by the movement of the vertical vortex of the resistor 31A or the like. it can.

 本実施例に係る渦発生用の抵抗体31を設置する一例について、さらに図6及び図7を用いて説明する。
 図6に示すように、本実施例に係る海水脱硫排水の水質改質装置20Bは、海水脱硫装置15により排ガス12中の硫黄酸化物を海水14により海水脱硫することで生成される酸性の海水脱硫排水21を、希釈海水14b及び空気71aにより水質回復処理を行う酸化・曝気部23を備えた水質改質装置であって、酸化・曝気部23の前流側に設けられ、希釈海水14bを供給して海水脱硫排水21と混合する入口側希釈部22を備え、該入口側希釈部22の底面22aから立設され少なくとも一つ以上の渦発生用の抵抗体31を有するものである。
An example of installing the eddy-generating resistor 31 according to the present embodiment will be further described with reference to FIGS.
As shown in FIG. 6, the seawater desulfurization drainage water quality reformer 20 </ b> B according to the present embodiment is an acidic seawater generated by the seawater desulfurization device 15 desulfurizing sulfur oxide in the exhaust gas 12 with the seawater 14. The desulfurization waste water 21 is a water quality reformer provided with an oxidation / aeration unit 23 for performing water quality recovery treatment with diluted seawater 14b and air 71a, and is provided on the upstream side of the oxidation / aeration unit 23. The inlet side dilution part 22 which supplies and mixes with the seawater desulfurization waste_water | drain 21 is provided, and it has the resistor 31 for at least 1 or more eddy generation standing from the bottom face 22a of this inlet side dilution part 22. FIG.

 ここで、海水脱硫排水21の入口側希釈部22への横方向からの供給方法は、図3に示すように、入口側希釈部22の側壁20aに設けた開口部41aから直接海水脱硫排水21を供給する場合以外に、図6及び図7に示すように、海水脱硫排水21を排水供給路41により、入口側希釈部22に供給する場合がある。 Here, the supply method of the seawater desulfurization drainage 21 from the lateral direction to the inlet side dilution section 22 is directly performed from the opening 41a provided in the side wall 20a of the inlet side dilution section 22, as shown in FIG. 6 and 7, there is a case where the seawater desulfurization waste water 21 is supplied to the inlet side dilution section 22 through the drain supply path 41 as shown in FIGS.

 図6に示す実施例においては、入口側希釈部22の内部に希釈海水14bを側壁20cから導入し、入口側希釈部22の長手方向に流入させている。そして、海水脱硫排水21は、排水供給路41を希釈海水14bの流れ方向と直交する方向に側壁20aから挿入すると共に、孔42から排出している。 In the embodiment shown in FIG. 6, diluted seawater 14 b is introduced into the inlet side dilution part 22 from the side wall 20 c and flows in the longitudinal direction of the inlet side dilution part 22. And the seawater desulfurization waste_water | drain 21 is discharged | emitted from the hole 42 while inserting the waste_water | drain supply path 41 from the side wall 20a in the direction orthogonal to the flow direction of the diluted seawater 14b.

 本実施例では、渦発生用の抵抗体31は、排水供給路41の孔42と対向する位置に所定間隔を持って配置されている。
 排水供給路41の入口側から奇数番号の孔42に対向するように、所定間隔を持って第1列目の渦発生用の抵抗体31が配置されている。また、排水供給路41の入口側から偶数番号の孔42に対向するように、所定間隔を持って第2列目の渦発生用の抵抗体31が配置されている。
In this embodiment, the vortex generating resistor 31 is arranged at a position facing the hole 42 of the drainage supply passage 41 with a predetermined interval.
The first row of vortex generating resistors 31 are arranged at a predetermined interval so as to face the odd-numbered holes 42 from the inlet side of the drainage supply passage 41. Further, the vortex generating resistors 31 in the second row are arranged at a predetermined interval so as to face the even-numbered holes 42 from the inlet side of the drainage supply passage 41.

 すなわち、第1列目の渦発生用の抵抗体31のピッチの半分の位置に、第2列目の渦発生用の抵抗体31が交互に配置される、千鳥状態で配置している。 That is, the second row vortex generating resistors 31 are alternately arranged in a staggered state at a position half the pitch of the first row vortex generating resistors 31.

 また、図7に示す海水脱硫排水の水質改質装置20Cのように、海水脱硫排水の水質改質装置20Bにおいて、さらに渦発生用の抵抗体31の列を海水流れ方向に沿って複数追加し、千鳥配列の第3列及び第4列とするようにしている。この列の追加により、さらに攪拌渦が増大し、希釈・混合が良好な希釈混合海水25を得ることができる。なお、列の追加は、入口側希釈部22の大きさと、混合度合いを考慮して適宜変更される。この混合度合いは、渦発生用の抵抗体31の段数は、例えば以下の関係式(1)から導きだされる。 Further, in the seawater desulfurization drainage water quality reformer 20B shown in FIG. 7, a plurality of vortex generating resistors 31 are further added along the seawater flow direction. The third column and the fourth column are arranged in a staggered arrangement. By adding this row, the stirring vortex is further increased, and the diluted mixed seawater 25 with good dilution and mixing can be obtained. In addition, the addition of a row | line | column is suitably changed in consideration of the magnitude | size of the entrance side dilution part 22, and a mixing degree. As for the degree of mixing, the number of stages of the eddy-generating resistor 31 is derived from the following relational expression (1), for example.

 ここで、希釈部内の希釈海水14bの流速は例えば0.5~2.0m/秒であり、海水脱硫排水21の流速は例えば0.5~20m/秒である。また、渦発生用の抵抗体31の径は例えば10cm~100cmである。 Here, the flow rate of the diluted seawater 14b in the dilution section is, for example, 0.5 to 2.0 m / second, and the flow rate of the seawater desulfurization drainage 21 is, for example, 0.5 to 20 m / second. The diameter of the eddy generating resistor 31 is, for example, 10 cm to 100 cm.

Figure JPOXMLDOC01-appb-M000001
Figure JPOXMLDOC01-appb-M000001

 図8A乃至図8Dに本実施例の同列配列に設置した場合と千鳥配列とに設置した場合を示す。図8A乃至図8Cは、渦発生用の抵抗体31を流れ方向に同列に配置した図であり、図8Dは、渦発生用の抵抗体を千鳥配列とした図である。なお、図中波線は攪拌渦を模式的に示す。
 図8Aに示すような、第1列目の渦発生用の抵抗体31-1と第2列目の渦発生用の抵抗体31-2とを流れ方向に同一に配置して、攪拌渦の発生を良好とする場合には、混合状態は持続する。
FIGS. 8A to 8D show a case where they are installed in the same row arrangement and a staggered arrangement in this embodiment. 8A to 8C are diagrams in which the vortex generating resistors 31 are arranged in the same row in the flow direction, and FIG. 8D is a diagram in which the vortex generating resistors are arranged in a staggered arrangement. In addition, the wavy line in a figure shows a stirring vortex typically.
As shown in FIG. 8A, the first row of vortex generating resistors 31-1 and the second row of vortex generating resistors 31-2 are arranged in the same direction in the flow direction so that the stirring vortex If the generation is good, the mixed state will persist.

 図8Bに示すように、例えば希釈海水14bの流速が低下(流速:小)する場合等では、第1列目の渦発生用の抵抗体31-1で発生した渦が第2列目の渦発生用の抵抗体31-2で干渉され、減衰される。これにより混合状態が低下する場合がある。また、図8Cに示すように、希釈海水14bの流速が増大(流速:大)すると、渦が極端に大きくなる場合がある。 As shown in FIG. 8B, for example, when the flow velocity of the diluted seawater 14b decreases (flow velocity: small), the vortex generated by the first row vortex generating resistor 31-1 is the second row vortex. It is interfered and attenuated by the generating resistor 31-2. Thereby, a mixed state may fall. Moreover, as shown in FIG. 8C, when the flow rate of the diluted seawater 14b increases (flow rate: large), the vortex may become extremely large.

 このような場合には、図8Dに示すように、渦発生用の抵抗体31-1、31-2を千鳥配列の配置とすることにより、第1列目の渦発生用の抵抗体31-1で発生した渦が、第2列目の渦発生用の抵抗体31-2で減衰されることが無くなり、希釈混合海水の混合状態を持続させることができる。 In such a case, as shown in FIG. 8D, the vortex generating resistors 31-1 and 31-2 are arranged in a staggered arrangement so that the first row vortex generating resistors 31- The vortex generated in 1 is not attenuated by the vortex generating resistor 31-2 in the second row, and the mixed state of the diluted mixed seawater can be maintained.

 また、千鳥配列の第2列目の渦発生用の抵抗体31-2の径を大きくして、発生する攪拌渦を大きくさせることで、液液混合の混合効率を増大することができる。なお、これらの配列の変更は、定期検査のメンテナンス等の際等において、それまでの希釈海水と脱硫排水との流入状態に応じて、適宜変更することができる。 Also, the mixing efficiency of the liquid-liquid mixing can be increased by increasing the diameter of the vortex generating resistor 31-2 in the second row of the staggered arrangement and increasing the generated stirring vortex. Note that these arrangements can be appropriately changed according to the inflow state of the diluted seawater and the desulfurized waste water before the maintenance of the periodic inspection.

 図9は、渦発生用の抵抗体を組み合わせた構造物の斜視図である。図9に示すように、渦発生用の抵抗体31を支持部材35、36により組み合わせていわゆるジャングルジム構造体としている。このようなジャングルジム構造体とすることで、海水流れに沿った方向(横方向)の渦発生に加えて、上下方向(縦方向)の渦の発生を組み合わせることができ、液液混合の混合効率が増大する。 FIG. 9 is a perspective view of a structure in which resistors for generating vortices are combined. As shown in FIG. 9, the vortex generating resistor 31 is combined by support members 35 and 36 to form a so-called jungle gym structure. By using such a jungle gym structure, in addition to the generation of vortices in the direction along the seawater flow (lateral direction), the generation of vortices in the vertical direction (longitudinal direction) can be combined. Efficiency increases.

 また、渦発生用の抵抗体31を一本ごと底面22aに設置する必要がなくなり、混合に最適な個所に必要に応じて設置することが容易となる。 Also, it is not necessary to install the vortex generating resistors 31 one by one on the bottom surface 22a, and it becomes easy to install them as necessary at a location optimal for mixing.

 次に、本実施例における海水排煙脱硫システム10の動作について、図1及び図2を参照しつつ説明する。
 先ず、ボイラ11からの排ガスは除塵装置13で排ガス中の煤塵が除去される。除塵後の排ガスは、ポンプPを介して海水脱硫装置15の吸収塔15aに導入され、ここで供給される海水14と気液接触してSO2を亜硫酸(H2SO3)へ脱硫反応させ、浄化して浄化ガス12Aとする。硫黄分を含んだ使用済海水である海水脱硫排水21は、海水脱硫排水21の水質改質装置20の入口側希釈部22に導入される。
 本実施例では、排水供給路41の孔42を介して、海水脱硫排水21が導入される。一方、海水供給ラインL11から希釈海水14bが入口側希釈部22内に供給されているので、海水脱硫排水21は希釈混合される。
Next, operation | movement of the seawater flue gas desulfurization system 10 in a present Example is demonstrated, referring FIG.1 and FIG.2.
First, the dust from the exhaust gas from the boiler 11 is removed by the dust removing device 13. Exhaust gas after dust removal is introduced into the absorption tower 15a seawater desulfurization unit 15 via a pump P, wherein contact seawater 14 and gas-liquid supplied to the desulfurization reaction of SO 2 to sulfurous acid (H 2 SO 3) Then, it is purified to a purified gas 12A. Seawater desulfurization wastewater 21 that is used seawater containing sulfur is introduced into the inlet side dilution section 22 of the water quality reformer 20 of the seawater desulfurization wastewater 21.
In the present embodiment, the seawater desulfurization drainage 21 is introduced through the hole 42 of the drainage supply path 41. On the other hand, since the seawater supply line L 11 from the diluting seawater 14b is supplied to the inlet side dilution unit 22, the seawater desulfurization effluent 21 is diluted mixture.

 この希釈混合の際、渦発生用の抵抗体31が所定間隔を持って配置されているので、海水14がこの渦発生用の抵抗体31の横を通過する際、攪拌渦を発生し、希釈・混合が良好な希釈混合海水25となる。 At the time of this dilution and mixing, the vortex generating resistors 31 are arranged at a predetermined interval. Therefore, when the seawater 14 passes next to the vortex generating resistors 31, a stirring vortex is generated and diluted. -It becomes diluted mixed seawater 25 with good mixing.

 pHの低い海水脱硫排水21を未使用の希釈海水14bで希釈することによって、酸化・曝気部23で処理する際の処理海水のpHを中性側にシフトさせることができる。本実施例においては、例えばpH2~6程度の海水脱硫排水21を、例えばpH3~7程度の希釈された希釈混合海水25にすることができるが、pHはこれらに限定されるものではない。 By diluting the seawater desulfurization waste water 21 having a low pH with the unused diluted seawater 14b, the pH of the treated seawater at the time of treatment in the oxidation / aeration unit 23 can be shifted to the neutral side. In the present embodiment, for example, the seawater desulfurization effluent 21 having a pH of about 2 to 6 can be converted to a diluted mixed seawater 25 having a pH of about 3 to 7, for example, but the pH is not limited thereto.

 希釈混合が良好となった希釈混合海水25は、入口側希釈部22の下流側に設けられ、水質回復処理を行う曝気装置(エアレーション装置)である散気管73を有する酸化・曝気部23に導入され、図示しない曝気用空気ブロアより供給された空気71aを散気管73のエアレーションノズル74により供給し、水質回復され、水質改質海水26を得る。 The diluted mixed seawater 25 that has been successfully diluted and mixed is introduced into the oxidation / aeration unit 23 having an air diffuser 73 that is provided on the downstream side of the inlet side dilution unit 22 and performs a water quality recovery process. Then, the air 71a supplied from an aeration air blower (not shown) is supplied by the aeration nozzle 74 of the diffuser pipe 73, the water quality is recovered, and the water quality modified seawater 26 is obtained.

 ここで、酸化・曝気部23内では、式(II)及び(III)で示される反応が生じている。
  HSO +1/2O→SO 2-+H・・・(II)
  HCO +H→CO+HO・・・(III)
Here, in the oxidation / aeration unit 23, reactions represented by the formulas (II) and (III) occur.
HSO 3 + 1 / 2O 2 → SO 4 2 + H + (II)
HCO 3 + H + → CO 2 + H 2 O (III)

 このように、海水脱硫装置15内の反応で生成した亜硫酸イオン(HSO )は酸化・曝気部23内で可溶性の硫酸塩(SO 2-)となり海水へ放出される。一方、亜硫酸イオンの酸化反応で発生した水素イオンは、海水中の炭酸イオン(HCO )と反応し、二酸化炭素と水として系外へ放出される。すなわち、酸化・曝気部23内では酸化と脱炭酸反応が発生している。 Thus, the sulfite ions (HSO 3 ) generated by the reaction in the seawater desulfurization device 15 become soluble sulfate (SO 4 2− ) in the oxidation / aeration unit 23 and are released into the seawater. On the other hand, hydrogen ions generated by the oxidation reaction of sulfite ions react with carbonate ions (HCO 3 ) in seawater and are released out of the system as carbon dioxide and water. That is, oxidation and decarboxylation reactions occur in the oxidation / aeration unit 23.

 水質改質がなされた水質改質海水26は、出口側希釈部24で必要に応じてさらに希釈海水14bを供給して、希釈し、放流に適した放流海水27として放流する。 The water quality-modified seawater 26 that has undergone water quality improvement is further supplied with diluted seawater 14b as necessary at the outlet side dilution section 24, diluted, and discharged as discharged seawater 27 suitable for discharge.

 図10は、実施例1に係る他の海水脱硫排水の水質改質装置の概略図である。図10に示す海水脱硫排水の水質改質装置20Dは、出口側希釈部24の後流側に、さらに放流調整部29を追設し、出口側希釈部24及び放流調整部29内に、渦発生用の抵抗体31を各々配置させている。これにより、入口側のみならず出口側においても液液混合を良好とすることができる。 FIG. 10 is a schematic view of another seawater desulfurization drainage water quality reforming apparatus according to the first embodiment. The seawater desulfurization drainage water quality reforming apparatus 20D shown in FIG. 10 further includes a discharge adjusting unit 29 on the downstream side of the outlet side dilution unit 24, and a vortex in the outlet side dilution unit 24 and the discharge adjustment unit 29. Each of the generating resistors 31 is arranged. Thereby, liquid-liquid mixing can be made favorable not only on the inlet side but also on the outlet side.

 図11は、実施例1に係る他の海水脱硫排水の水質改質装置の概略図である。図11に示す海水脱硫排水の水質改質装置20Eは、入口側希釈部22の上流側に、希釈海水14bを導入する希釈海水導入部19を設けると共に、海水脱硫排水の水質改質装置20Eの長手方向に沿って、隔壁20eを設けて、主流路と副流路とを形成している。そして、希釈海水導入部19に導入された希釈海水14bの一部を、隔壁20eにより形成された副流路を介して出口側希釈部24内に希釈海水14bとしてバイパスして流入するようにしている。
 そして、出口側希釈部24内にバイパスして導入される希釈海水14bと、水質改質海水26との混合領域に、渦発生用の抵抗体31を配置させている。これにより、出口側希釈部24内においても、さらに渦発生用の抵抗体31により液液混合が良好となる。
FIG. 11 is a schematic view of another water quality reformer for seawater desulfurization drainage according to the first embodiment. The seawater desulfurization drainage water quality reformer 20E shown in FIG. 11 is provided with a diluted seawater introduction section 19 for introducing the diluted seawater 14b upstream of the inlet side dilution section 22, and the seawater desulfurization drainage water quality reformer 20E. A partition wall 20e is provided along the longitudinal direction to form a main channel and a sub channel. Then, a part of the diluted seawater 14b introduced into the diluted seawater introduction portion 19 is bypassed and flows into the outlet side dilution portion 24 as the diluted seawater 14b via the sub-flow channel formed by the partition wall 20e. Yes.
A vortex generating resistor 31 is disposed in a mixed region of the diluted seawater 14 b introduced by bypass into the outlet side dilution section 24 and the water-modified seawater 26. Thereby, also in the exit side dilution part 24, liquid-liquid mixing becomes favorable with the resistor 31 for vortex generation.

 図12は、実施例2に係る海水脱硫排水の水質改質装置の概略図である。なお、実施例1の海水脱硫排水の水質改質装置の構成部材と同一の部材には同一符号を付して、その説明は省略する。 FIG. 12 is a schematic diagram of a water quality reformer for seawater desulfurization drainage according to the second embodiment. In addition, the same code | symbol is attached | subjected to the member same as the structural member of the water quality reformer of the seawater desulfurization waste water of Example 1, and the description is abbreviate | omitted.

 図12に示すように、実施例2に係る海水脱硫排水の水質改質装置20Fでは、回転翼52を備えた渦発生用の抵抗体51が、海水流れ方向に沿って並列に配置されている。このように、回転翼52を備えた渦発生用の抵抗体51とすることにより、渦発生効率を向上させている。 As shown in FIG. 12, in the seawater desulfurization water quality reformer 20F according to the second embodiment, the vortex generating resistors 51 including the rotary blades 52 are arranged in parallel along the seawater flow direction. . Thus, by using the vortex generating resistor 51 provided with the rotary blade 52, the vortex generating efficiency is improved.

 また、回転翼52の回転方向は、前列側と後列側とが同一方向に回転するものでもよく、あるいは、前列側と後列側との回転翼52の回転方向を反対回転としてもよい。これらの前後の回転翼の回転方向の組み合わせにより、混合度合いを大きくしたり、小さくしたりすることができる。さらに、ピッチや回転翼52の角度を変えることで、前列で発生する渦を周囲に拡散することができる。 Further, the rotation direction of the rotary blades 52 may be the same in the front row side and the rear row side, or the rotation directions of the rotary blades 52 on the front row side and the rear row side may be opposite rotations. The degree of mixing can be increased or decreased by a combination of the rotational directions of the front and rear rotor blades. Furthermore, by changing the pitch and the angle of the rotary blade 52, the vortex generated in the front row can be diffused around.

 図13は、実施例2に係る他の海水脱硫排水の水質改質装置の概略図である。図13に示す海水脱硫排水の水質改質装置20Gは、実施例1の渦発生用の抵抗体31と回転翼52を備えた渦発生用の抵抗体51とを併用し、入口側希釈部22の前列側に渦発生用の抵抗体31を2列配置させ、その後列側に回転翼52を備えた渦発生用の抵抗体51を2列配置させている。このように、回転翼52を備えた渦発生用の抵抗体51を2列の配置とすることにより渦発生効率を更に向上させている。 FIG. 13 is a schematic view of another seawater desulfurization drainage water quality reforming apparatus according to the second embodiment. The seawater desulfurization drainage water quality reformer 20G shown in FIG. 13 uses the vortex generating resistor 31 of Example 1 and the vortex generating resistor 51 including the rotor blades 52 in combination, and the inlet side dilution unit 22 is used. Two rows of eddy-generating resistors 31 are arranged on the front row side, and two rows of vortex-generating resistors 51 having rotor blades 52 are arranged on the rear row side. As described above, the vortex generating resistors 51 provided with the rotor blades 52 are arranged in two rows to further improve the vortex generating efficiency.

 図14は、実施例2に係る他の海水脱硫排水の水質改質装置の概略図である。図14に示す海水脱硫排水の水質改質装置20Hは、入口側希釈部22の前列側に渦発生用の抵抗体31を2列配置させ、その後列側に回転翼52a、52bを備えた渦発生用の抵抗体51を2列配置させると共に、上流側の回転翼52aよりも下流側の回転翼52bの直径を大きくしている。このように、下流側の回転翼52bを上流側の回転翼52aの直径よりも大きくすることで、渦がより広く広がるため混合効率を更に向上させることができる。 FIG. 14 is a schematic view of another seawater desulfurization drainage water quality reforming apparatus according to the second embodiment. The seawater desulfurization drainage water quality reformer 20H shown in FIG. 14 has two vortex generating resistors 31 arranged on the front row side of the inlet side dilution section 22, and a vortex having rotor blades 52a and 52b on the rear row side. The generating resistors 51 are arranged in two rows, and the diameter of the downstream rotor blade 52b is larger than that of the upstream rotor blade 52a. Thus, by making the downstream rotor blade 52b larger than the diameter of the upstream rotor blade 52a, the vortex spreads more widely, so that the mixing efficiency can be further improved.

 10 海水排煙脱硫システム
 11 ボイラ
 12 排ガス
 13 除塵装置
 14 海水
 15 海水脱硫装置
 15a 吸収塔
 20、20A~20H 海水脱硫排水の水質改質装置
 21 海水脱硫排水
 22 入口側希釈部
 23 酸化・曝気部
 24 出口側希釈部
 25 希釈混合海水
 26 水質改質海水
 27 放流海水
 31、51 渦発生用の抵抗体
 32 攪拌渦
 52、52a、52b 回転翼 
DESCRIPTION OF SYMBOLS 10 Seawater flue gas desulfurization system 11 Boiler 12 Exhaust gas 13 Dust removal apparatus 14 Seawater 15 Seawater desulfurization apparatus 15a Absorption tower 20, 20A-20H Water quality reforming apparatus of seawater desulfurization drainage 21 Seawater desulfurization drainage 22 Inlet side dilution part 23 Oxidation / aeration part 24 Outlet side dilution unit 25 Diluted mixed seawater 26 Water-modified seawater 27 Discharged seawater 31, 51 Resistor for generating vortex 32 Stirring vortex 52, 52a, 52b Rotor blade

Claims (10)

 海水脱硫装置により排ガス中の硫黄酸化物を海水により海水脱硫することで生成される酸性の海水脱硫排水を、希釈海水及び空気により水質回復処理を行う酸化・曝気部を備えた水質改質装置であって、
 前記酸化・曝気部の前流側に設けられ、前記希釈海水を供給して海水脱硫排水と混合する入口側希釈部を備え、
 該入口側希釈部に、少なくとも一つ以上の渦発生用の抵抗体を有することを特徴とする海水脱硫排水の水質改質装置。
A water quality reformer equipped with an oxidation / aeration unit that performs water quality recovery treatment with diluted seawater and air from acidic seawater desulfurization wastewater generated by seawater desulfurization of sulfur oxides in exhaust gas with seawater. There,
Provided on the upstream side of the oxidation / aeration unit, provided with an inlet side dilution unit for supplying the diluted seawater and mixing it with seawater desulfurization drainage,
A water quality reformer for seawater desulfurization drainage, wherein the inlet side dilution section has at least one vortex generating resistor.
 請求項1において、
 前記入口側希釈部内に海水脱硫排水を導入する排水供給路は、前記希釈海水の海水流れ方向と直交する方向から前記海水脱硫排水を導入することを特徴とする海水脱硫排水の水質改質装置。
In claim 1,
A water quality reformer for seawater desulfurization wastewater, wherein the drainage supply passage for introducing seawater desulfurization wastewater into the inlet side dilution section introduces the seawater desulfurization wastewater from a direction orthogonal to the seawater flow direction of the diluted seawater.
 請求項1において、
 前記入口側希釈部内に前記海水脱硫排水を導入する排水供給路を前記希釈海水の海水流れ方向と直交する方向に配置してなり、
 前記排水供給路から前記海水脱硫排水を供給する孔に対して、前記渦発生用の抵抗体が対向する位置に配置されていることを特徴とする海水脱硫排水の水質改質装置。
In claim 1,
A drainage supply path for introducing the seawater desulfurization drainage into the inlet side dilution section is arranged in a direction orthogonal to the seawater flow direction of the diluted seawater,
A water quality reforming apparatus for seawater desulfurization drainage, wherein the vortex generating resistor is disposed at a position facing a hole for supplying the seawater desulfurization drainage from the drainage supply path.
 請求項1乃至3のいずれか一つにおいて、
 前記酸化・曝気部の後流側に設けられ、水質が改質された水質回復海水にさらに希釈海水を供給して混合する出口側希釈部を備え、
 該出口側希釈部に、少なくとも一つ以上の渦発生用の抵抗体を有することを特徴とする海水脱硫排水の水質改質装置。
In any one of Claims 1 thru | or 3,
Provided on the downstream side of the oxidation / aeration unit, and further comprising an outlet side dilution unit for supplying and mixing diluted seawater to water quality-recovered seawater with improved water quality,
A water quality reformer for seawater desulfurization drainage, comprising at least one vortex generating resistor in the outlet side dilution section.
 請求項1乃至4のいずれか一つにおいて、
 前記渦発生用の抵抗体が、柱状体であることを特徴とする海水脱硫排水の水質改質装置。
In any one of Claims 1 thru | or 4,
The water quality reformer for seawater desulfurization drainage, wherein the vortex generating resistor is a columnar body.
 請求項5において、
 前記柱状体の周囲に突起を有することを特徴とする海水脱硫排水の水質改質装置。
In claim 5,
A water quality reformer for seawater desulfurization drainage characterized by having protrusions around the columnar body.
 請求項1乃至6のいずれか一つにおいて、
 前記渦発生用の抵抗体が、回転翼を備えていることを特徴とする海水脱硫排水の水質改質装置。
In any one of Claims 1 thru | or 6,
The water quality reformer for seawater desulfurization drainage, wherein the vortex generating resistor includes a rotor blade.
 請求項7において、
 前記回転翼を備えた渦発生用の抵抗体が、海水流れ方向に沿って並列に配置されていることを特徴とする海水脱硫排水の水質改質装置。
In claim 7,
A water quality reformer for seawater desulfurization drainage, wherein the vortex generating resistors having the rotor blades are arranged in parallel along the seawater flow direction.
 請求項1乃至8のいずれか一つにおいて、
 前記渦発生用の抵抗体が、千鳥状態で配置されていることを特徴とする海水脱硫排水の水質改質装置。
In any one of Claims 1 to 8,
A water quality reformer for seawater desulfurization drainage, wherein the vortex generating resistors are arranged in a zigzag state.
 排ガスと海水とを気液接触して脱硫反応させる海水脱硫装置と
 前記海水脱硫装置からの海水脱硫排水を改質処理する請求項1乃至9のいずれか一つの海水脱硫排水の水質改質装置と、を具備することを特徴とする海水排煙脱硫システム。
A seawater desulfurization device that makes a gas-liquid contact between the exhaust gas and seawater for a desulfurization reaction, and a seawater desulfurization wastewater from the seawater desulfurization device that reforms the seawater desulfurization wastewater according to any one of claims 1 to 9, And a seawater flue gas desulfurization system.
PCT/JP2016/064329 2015-05-15 2016-05-13 Water quality-improving apparatus for seawater desulfurization waste water and seawater flue gas desulfurization system Ceased WO2016186038A1 (en)

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