JP5330329B2 - Method and apparatus for treating wastewater containing boron - Google Patents

Description

  The present invention relates to treatment of boron-containing wastewater such as flue gas desulfurization wastewater from coal-fired power plants, waste incineration smoke washing wastewater, nickel plating factory wastewater, glass manufacturing factory wastewater, and more specifically, an aluminum compound and a calcium compound. In addition, the present invention relates to a method of treating boron by solid-liquid separation of insoluble precipitates produced by adjusting to alkalinity.

  Conventionally, as a method for coagulating and precipitating boron-containing wastewater, a method is known in which an aluminum compound such as aluminum sulfate and a calcium compound such as slaked lime are added and reacted with an alkali having a pH of 9 or more to separate and treat the insoluble precipitates produced. (See Patent Document 1).

  When an aluminum compound is dissolved in water and adjusted to be alkaline, it dissolves in the state of aluminate ions. The aluminate ions are likely to react with calcium and produce a white insoluble precipitate called calcium aluminate. Therefore, boron is considered to be removed by adsorption or incorporation into crystals when aluminum and calcium react under alkaline conditions to form an insoluble precipitate that appears to be calcium aluminate.

  In addition, when aluminum sulfate is used as an aluminum agent, the processability is improved, so that sulfate ions have an effect of improving the processability, and there are also optimal abundance ratios of aluminum ions, calcium ions, and sulfate ions. It has been reported (for example, see Patent Document 2).

  Further, Patent Document 3 relates to a method for treating wastewater containing boron, and a method for adjusting the pH to be 8 or more by adding aluminum salt, hardly soluble calcium salt and slaked lime to wastewater containing boron. It is disclosed.

  Therefore, as a result of detailed studies on boron-containing wastewater using an aluminum compound and a calcium compound, the present inventors have found the following three points (A), (B), and (C).

  First, (i) particularly when wastewater having a boron concentration of several hundred mg / L or less is treated, the ratio of aluminum, calcium and sulfate ions (molar ratio 1: 4.5), which has been reported as an “optimal ratio”. : 1.5), the processability is insufficient, and the condition with less calcium is preferable.

  Next, (b) the optimal ratio of aluminum, calcium, and sulfate ions is not uniquely determined, and substances that easily form poorly soluble substances with calcium, such as fluoride ions, carbonate ions, phosphate ions, etc. If it is contained in the drainage, it will change significantly.

  However, (c) The optimum aluminum, calcium and sulfate ion ratios may cause the added aluminum to become insoluble and remain in the treated water. In other words, in the process of neutralizing the treatment liquid after solid-liquid separation, residual aluminum precipitates as aluminum hydroxide and causes turbidity in the treated water, thus exceeding the suspended matter (SS) drainage regulations. That could occur.

  In addition, in the conventional method with the addition ratio, examination of countermeasures in the case of deviating from the addition ratio of the drug is insufficient. That is, slaked lime generally used as a calcium drug is generally mixed with powder or water and supplied in the form of a slurry, but is difficult to quantitatively supply because it is not a liquid. In other words, since it is difficult to supply at an optimum ratio at all times, it can be said that it is preferable to consider a method for dealing with a case where the optimum ratio is not met.

JP 2001-187386 A JP 2002-233881 A JP 2004-283731 A

  The present invention has been made to solve such a problem, and its purpose is to include a case where calcium and a substance that easily forms a poorly soluble substance coexist, and in particular, the boron concentration in wastewater is several hundred mg. / L or less, the optimum ratio of aluminum, calcium and sulfate ions was clarified, and the method of preventing the added aluminum from flowing out into the treated water and the amount of calcium supply deviated from the optimum ratio. It is an object of the present invention to provide an efficient boron treatment method and a treatment apparatus used therefor, which can be treated well and the amount of sludge generated is small.

  As a result of detailed studies on treatment of boron-containing wastewater by aluminum sulfate and a calcium compound, the present inventors have newly found the following six points.

The first new finding is about insoluble precipitates that contribute to boron treatment. That is, it was found that the boron treatment with aluminum sulfate and a calcium compound mainly contributed to the treatment rather than a conventionally considered substance such as calcium aluminate. This calcium aluminate trisulfate has a composition of 3CaO.Al ₂ O ₃ .3CaSO ₄ .32H ₂ O, and has the formula [Ca ₆ {Al (OH) ₆ } ₂ 24H ₂ O] (SO ₄ ) ₃ It is a substance represented by 2H ₂ O.

As for the treatment mechanism of boron, there is no example reported in the past, but according to the study by the inventors, the higher the boron content of calcium aluminate trisulfate, the lower the crystal lattice constant, the more it is recognized, It is considered that there is a high possibility that a part of SO ₄ ²⁻ in the crystal lattice is treated by a substitution reaction with B (OH) ₄ ⁻ . Another possible mechanism is the adsorption reaction of boron on the crystal surface. According to the structural formula of calcium aluminate trisulfate, the ratio of aluminum, calcium and sulfate ions is “2: 6: 3” in terms of molar ratio, and “1: 4.4: 5.3 in terms of weight ratio”. "

The second new finding is about the optimum ratio of aluminum, calcium and sulfate ions to be actually added. First, when aluminum sulfate Al ₂ (SO ₄ ) ₃ is used as the aluminum compound, sulfate ions are automatically supplied at the same rate as the composition ratio of calcium aluminate trisulfate at the same time as the supply of aluminum. It is sufficient to consider only the ratio. The amount of calcium to be added is shifted from the ratio of aluminum to calcium in the calcium aluminate trisulfate (weight ratio “1: 4.4”), and the optimum ratio is slightly shifted to a higher amount of calcium. It has been found that the range of 4 to 1: 6 is suitable, and more preferably around 1: 5. The reason why the calcium is shifted to a slightly higher direction is considered to be that calcium compounds are hardly soluble and are not completely dissolved.

A third new finding is about the rate of formation of sparingly soluble calcium compounds. That is, the formation reaction of calcium fluoride (CaF ₂ ), calcium carbonate (CaCO ₃ ), and hydroxyapatite phosphate (Ca ₅ (PO ₄ ) ₃ OH) proceeds faster than the formation reaction of calcium aluminate trisulfate. And if these substances are present in the waste water, the optimum ratio is selected so that calcium reacts with these substances and then the unreacted excess calcium contributes to the formation of calcium aluminate trisulfate. It has been found that it is necessary to increase the consumption of calcium in order to maintain the above.

Therefore, when fluorine is contained, it is necessary to add 1.05 times as much calcium ions as fluorine by weight from the reaction formula of Ca ²⁺ + 2F ⁻ → CaF ₂ . Moreover, when carbonate ion is contained, it is necessary to add 0.67 times as much calcium ion as carbonate ion by weight ratio from the reaction formula of Ca ²⁺ + CO ₃ ²⁻ → CaCO ₃ . Furthermore, when phosphate ions are contained, the calcium ion is 2.15 times as much as phosphate phosphate in weight ratio from the reaction formula of 5Ca ²⁺ + 3PO ₄ ³ + OH ⁻ → Ca ₅ (PO ₄ ) ₃ OH. Will need to be added.

  A fourth new finding is about a phenomenon in which insolubilization of aluminum becomes insufficient. That is, when the optimal ratio of aluminum to calcium was set to “1: 4 to 1: 6”, it was found that aluminum was almost completely insolubilized once, but then slowly dissolved with time.

The reason for this redissolving phenomenon of aluminum is that the insoluble precipitates react slowly with the alkali (OH ⁻ ), and the pH decreases accordingly, in a direction deviating from the pH range where calcium aluminate trisulfate is formed. It is thought that it becomes.

  This re-dissolution phenomenon is particularly problematic when the precipitation separation method is employed as the solid-liquid separation step, and when the residence time needs to be several hours or more due to the slow sedimentation rate of the particles. In other words, since the supernatant water after the precipitation separation is alkaline, it is necessary to finally neutralize with an acid. However, since aluminum has the property of being precipitated as aluminum hydroxide when neutral, the treated water becomes cloudy. There is a problem that it ends up.

  A fifth new finding is about a method for realizing both good processability of boron and insolubilization of aluminum. That is, if a step of adding the calcium compound again after reacting at an optimal ratio of aluminum to calcium of “1: 4 to 1: 6” is added, the total added amount of calcium exceeds the optimal ratio. It has been found that good processability of boron is maintained, and that aluminum can be reliably prevented from remaining even when the precipitation separation time is long.

  A sixth new finding is about a method that can treat boron well even when the amount of calcium added is larger than the optimum ratio. In other words, in this case, the insolubilization rate of aluminum, calcium, and sulfate ions is very slow compared to the optimal ratio, but it takes a long time to progress sufficiently and along with that, boron can be treated well. did. It was also found that the reaction time required in this case is at least 2 hours, preferably 4 hours or more, and more preferably about 12 to 24 hours.

  That is, according to the present invention, a reaction step in which aluminum sulfate and slaked lime are added to wastewater containing boron of 300 mg / L or less to adjust to alkalinity, and a solid-liquid separation step in which generated insoluble precipitates are separated into solid and liquid. In the method for treating boron-containing wastewater containing the boron, the abundance of aluminum and calcium in the reaction step is adjusted to a weight ratio of 1: 4 to 1: 6, and the pH is adjusted to 9 or more. A method for treating the contained wastewater is obtained.

  According to the invention, in the method for treating boron-containing wastewater, the reaction step is adjusted to a weight ratio of aluminum: calcium abundance 1: 4 to 1: 6, and pH is adjusted to 9 or more. A treatment method for boron-containing wastewater characterized by having a first reaction step and a second reaction step of adding slaked lime to adjust the pH to 12 or more is obtained.

  Further, according to the present invention, in the treatment method for any one of the boron-containing wastewaters described above, the boron-containing wastewater treatment is characterized by comprising a coagulation step of adding a polymer flocculant after the reaction step. A method is obtained.

Further, according to the present invention, in any one of the methods for treating boron-containing wastewater, the method includes a neutralization step of neutralizing the liquid separated by the solid-liquid separation step with an acid after the solid-liquid separation step. Thus, a method for treating boron-containing wastewater is obtained.

  Moreover, according to the present invention, a reaction step of adding aluminum sulfate and slaked lime to waste water containing at least one of fluorine, carbonic acid, and phosphoric acid together with 300 mg / L or less of boron, and adjusting the alkalinity, A boron-containing wastewater treatment method including a solid-liquid separation step of solid-liquid separation of the generated insoluble precipitate, the reaction step adjusts the abundance of aluminum and calcium to a weight ratio represented by the following formula 1, and There is obtained a method for treating boron-containing wastewater characterized by having a first reaction step of adjusting pH to 9 or more and a second reaction step of adding slaked lime to adjust pH to 12 or more.

  Further, according to the present invention, in the treatment method for any one of the boron-containing wastewaters described above, the boron-containing wastewater treatment is characterized by comprising a coagulation step of adding a polymer flocculant after the reaction step. A method is obtained.

Further, according to the present invention, in any one of the methods for treating boron-containing wastewater, the method includes a neutralization step of neutralizing the liquid separated by the solid-liquid separation step with an acid after the solid-liquid separation step. Thus, a method for treating boron-containing wastewater is obtained.

  Further, according to the present invention, the reaction means to make the treatment liquid adjusted to be alkaline by adding aluminum sulfate and slaked lime to wastewater containing boron of 300 mg / L or less, and insoluble precipitation generated from the treatment liquid A boron-containing wastewater treatment apparatus including a solid-liquid separation means for solid-liquid separation of substances, wherein the reaction means adjusts the wastewater to a weight ratio of 1: 4 to 1: 6 of aluminum and calcium; and The first reaction means for adjusting the pH to 9 or more, and further the second reaction means for adjusting the pH to 12 or more by adding slaked lime to the liquid to be treated from the first reaction means. Thus, a boron-containing wastewater treatment apparatus can be obtained.

  According to the present invention, in any one of the boron-containing wastewater treatment apparatuses, a polymer flocculant for aggregating insoluble precipitates in the liquid to be treated is added downstream of the reaction means. A treatment apparatus for boron-containing wastewater characterized by comprising aggregating means is obtained.

  Further, according to the present invention, in any one of the boron-containing wastewater treatment apparatuses, an insoluble precipitate is precipitated downstream of the solid-liquid separation means, and the supernatant obtained by solid-liquid separation is neutralized with an acid. A treatment apparatus for boron-containing wastewater characterized by comprising neutralizing means is obtained.

  Further, according to the present invention, a reaction means for adjusting to alkalinity by adding aluminum sulfate and slaked lime to wastewater containing at least one of fluorine, carbonic acid, and phosphoric acid together with boron of 300 mg / L or less, In the boron-containing wastewater treatment apparatus including solid-liquid separation means for solid-liquid separation of the generated insoluble precipitates, the reaction means is a weight ratio represented by the following formula 2 in which the abundances of aluminum and calcium in the liquid to be treated are: And a first reaction means for adjusting the pH to 9 or more and a second reaction means for adjusting the pH to 12 or more by adding slaked lime to the liquid to be treated from the first reaction means. Thus, a boron-containing wastewater treatment apparatus can be obtained.

Further, according to the present invention, in the processing apparatus of any one of boron-containing waste water, downstream of the reaction unit, to aggregate the insoluble property precipitates by adding a polymer flocculant into the liquid to be treated Therefore, a boron-containing wastewater treatment apparatus is provided, which is provided with an aggregating means.

Further, according to the present invention, the in the processing apparatus of any one of boron-containing waste water, downstream of the solid-liquid separation means, neutralization means the insoluble property precipitates neutralized with acid supernatants precipitated Thus, a boron-containing wastewater treatment apparatus is provided.

  According to the present invention, the optimum amount of aluminum, calcium, and sulfate ions, especially when there is a coexisting substance that easily forms a poorly soluble substance with calcium, especially when the boron concentration in wastewater is several hundred mg / L or less. Therefore, it is possible to provide a treatment method and a treatment apparatus for boron-containing wastewater that can be clarified, and that the amount of sludge generated is small with less chemicals.

  Moreover, according to this invention, the processing method and processing apparatus of the boron containing waste water which can prevent the added aluminum from flowing out into treated water and can prevent turbidity in treated water can be provided.

  Furthermore, according to this invention, even if it is a case where the supply_amount | feed_rate of calcium remove | deviates from the optimal ratio, the processing method and processing apparatus of the boron containing waste water which can process a boron favorably can be provided.

It is a figure which shows schematic structure of the description of the process which shows the 1st Embodiment of this invention, and the equipment used for the implementation. It is a figure which shows process outline | summary which shows the 2nd Embodiment of this invention, and the schematic structure of the equipment used for the implementation. It is a figure which shows schematic structure of the description of the process which shows the 3rd Embodiment of this invention, and the equipment used for the implementation. It is a figure which shows process outline | summary which shows the 4th Embodiment of this invention, and the schematic structure of the equipment used for the implementation. It is a figure which shows process outline | summary which shows the 5th Embodiment of this invention, and the schematic structure of the equipment used for the implementation. It is the figure which showed the treated water analysis result by Example 1 of this invention. It is the figure which showed the treated water analysis result by Example 3 of this invention. It is the figure which showed the treated water analysis result by Example 5 of this invention. It is the figure which showed the treated water analysis result by Example 6 of this invention.

  Hereinafter, embodiments of the present invention will be described in more detail with reference to the drawings.

  FIG. 1 is a diagram illustrating a process according to the first embodiment of the present invention and a schematic configuration of equipment used for the process. Referring to FIG. 1, the boron-containing wastewater treatment apparatus includes a reaction tank 10, a coagulation tank 20, a precipitation tank 30, and a neutralization tank 40. Each substance is put into each of these tanks, and discharge including removal is performed.

Boron-containing waste water 1 is introduced into the reaction tank 10, and a pH adjuster 2, slaked lime 3, and aluminum sulfate 4 are introduced to produce insoluble precipitates (reaction means). Here, the ratio of aluminum to calcium is 1: 4 to 1: 6, and the reaction product with the boron-containing wastewater 1 is mainly composed of “calcium aluminate trisulfate”. This calcium aluminate trisulfate has a composition of 3CaO.Al ₂ O ₃ .3CaSO ₄ .32H ₂ O, and has the formula [Ca ₆ {Al (OH) ₆ } ₂ 24H ₂ O] (SO ₄ ) ₃ It is a precipitate that is represented by 2H ₂ O and is insoluble in water. According to this structural formula, the ratio of aluminum, calcium and sulfate ions is “2: 6: 3” in terms of molar ratio, and “1: 4.4: 5.3” in terms of weight ratio.

  After the reaction, the boron-containing waste water 1 from the reaction tank 10 is introduced into the agglomeration tank 20 and the polymer flocculant 5 is introduced, so that the insoluble precipitates are aggregated (aggregation means).

  The sedimentation tank 30 is a sludge 7 containing, as a main component, calcium aluminate trisulfate, which is an insoluble precipitate that has been precipitated by introducing the boron-containing wastewater 1 from the aggregation tank 20 into which the polymer flocculant 5 has been introduced. (Solid-liquid separation means).

  Next, the process of the boron-containing wastewater treatment apparatus of the present invention will be specifically described.

  Referring to FIG. 1, the boron-containing waste water 1 is first introduced into a reaction process 13 provided with a reaction tank 10. In the reaction step, aluminum sulfate 4 and slaked lime 3 are added at a weight ratio of Al: Ca = 1: 4 to 1: 6, and the pH is adjusted to 9 or more.

  In the reaction step 13, a white insoluble precipitate is formed, and a reaction occurs in which boron is adsorbed or taken into the crystal in the precipitate.

  Next, in the solid-liquid separation step 14, the generated insoluble precipitate is separated by precipitation and recovered as sludge 7, and clear supernatant water 6 is obtained.

  In the example of FIG. 1, a coagulation step 17 for adding the polymer flocculant 5 to the agglomeration tank 20 in the subsequent stage of the reaction step 13 and stirring and mixing so that the insoluble precipitates are aggregated is added to facilitate inseparation of the insoluble precipitates. ing. Since the sedimentation rate of the particles is increased by adding the polymer flocculant 5, solid-liquid separation can be performed with a shorter residence time.

  Since the supernatant water 6 of the solid-liquid separation process 14 is alkaline, the acid 8 is added to the neutralization tank 40 to adjust it to near neutrality (neutralization process 18), and final treated water is obtained.

  FIG. 2 is a diagram showing a process description showing a second embodiment of the present invention and a schematic configuration of equipment used for the implementation. As shown in FIG. 2, the reaction tank 10 in the first embodiment is divided into first and second reaction tanks 11 and 12, and the reaction process 13 is divided into first and second reaction processes 15 and 16. Others are the same as those in the first embodiment.

  That is, in the second embodiment, in order to realize both good processability of boron and insolubilization of aluminum, the reaction is performed at an optimum ratio of aluminum to calcium of “1: 4 to 1: 6”. Later, a step of adding the calcium compound again is added. This ensures that good processability of boron is maintained even though the total amount of calcium added exceeds the optimum ratio, and that aluminum remains even when the precipitation separation time is long. Can be prevented.

  A treatment process of the boron-containing wastewater treatment apparatus according to the second embodiment of the present invention will be described. In the second embodiment, the reaction means using the reaction tank is a two-stage process of the first reaction means using the first reaction tank and the second reaction means using the second reaction tank. is there.

  Referring to FIG. 2, the boron-containing waste water 1 is first introduced into the first reaction step 15. In the first reaction step, aluminum sulfate 4 and slaked lime 3 are added to the waste water 1 introduced into the first reaction tank 11 so that the weight ratio is Al: Ca = 1: 4 to 1: 6, and further, the pH is 9 or more. Adjust to.

  In the first reaction step 15, a white insoluble precipitate is generated, and a reaction occurs in which boron is adsorbed or taken into the crystal.

  Next, in the 2nd reaction process 16, the insolubilization of aluminum by calcium is carried out by adding slaked lime 3 to the to-be-processed liquid from the 1st reaction tank 11 stored in the 2nd reaction tank 12, and adjusting pH to 12 or more. It can be carried out reliably (second reaction means).

  Next, in the solid-liquid separation step 14, the generated insoluble precipitate is precipitated and separated as sludge 7 in the precipitation tank 30, and a clear supernatant water 6 is obtained (solid-liquid separation means). In the example of FIG. 2, as in the example of FIG. 1, in order to improve the precipitation separation efficiency, a coagulation step (aggregation means) 17 for adding a polymer coagulant to the coagulation tank 20 and stirring and mixing is provided after the reaction step 16. It has been added.

  Moreover, the supernatant water 6 of the solid-liquid separation process 14 is neutralized with the acid 8 (neutralization process) 40 by the neutralization means using the neutralization tank 40 similarly to the example of FIG. can get.

  FIG. 3 is a diagram illustrating the process according to the third embodiment of the present invention and the schematic configuration of the equipment used for the implementation. The difference between the processing apparatus shown in FIG. 3 and the processing apparatus shown in FIG. 1 is that the processing apparatus shown in FIG. 3 contains fluorine, carbonic acid, and phosphoric acid in the boron-containing waste water 1.

  As shown in FIG. 3, the boron-containing waste water 1 is first introduced into the reaction step 13.

Here, the boron-containing wastewater 1 contains one or more of fluorine, carbonic acid, and phosphoric acid together with boron. Aluminum sulfate 4 and slaked lime 3 are introduced into the reaction tank 13.

When the boron-containing wastewater 1 contains fluorine, carbonic acid, and phosphoric acid, calcium fluoride (CaF ₂ ), calcium carbonate (CaCO ₃ ), phosphoric acid, rather than the formation reaction of calcium aluminate trisulfate, which is a poorly soluble calcium compound Since the formation reaction of hydroxyapatite (Ca ₅ (PO ₄ ) ₃ OH) proceeds faster, when these substances are contained in the wastewater, calcium reacts with these substances, and then unreacted Of excess calcium contributes to the formation of calcium aluminate trisulfate (reaction means). Therefore, in order to maintain the optimum ratio of aluminum and calcium, it is necessary to increase the consumption of calcium.

First, when fluorine is contained, it is necessary to add 1.05 times as much calcium ions as fluorine by weight from the reaction formula of Ca ²⁺ + 2F ⁻ → CaF ₂ . Moreover, when carbonate ion is contained, it is necessary to add 0.67 times as much calcium ion as carbonate ion by weight ratio from the reaction formula of Ca ²⁺ + CO ₃ ²⁻ → CaCO ₃ . Furthermore, when phosphate ions are contained, the calcium ion is 2.15 times as much as phosphate phosphate in weight ratio from the reaction formula of 5Ca ²⁺ + 3PO ₄ ³ + OH ⁻ → Ca ₅ (PO ₄ ) ₃ OH. Will need to be added.

Therefore, in the reaction step 13, aluminum sulfate and slaked lime are supplied, and the abundance of aluminum and calcium is 1: 4 + {(F × 1.05) + (CO ₃ × 0.67) + (P × 2. 15)} / Al˜1: 6 + {(F × 1.05) + (CO ₃ × 0.67) + (P × 2.15)} / Al, where F: fluorine concentration in wastewater (mg / L (liter)), CO ₃ : carbonic acid concentration in wastewater (mg / L), P: phosphate phosphorus concentration in wastewater (mg / L), Al: aluminum concentration in the reaction step (mg / L), Adjust the weight ratio and adjust the pH to 9 or higher.

  Next, in the solid-liquid separation step 14, the generated insoluble precipitate is precipitated and separated as sludge 7, and clear supernatant water 6 is obtained (solid-liquid separation means).

  In the example of FIG. 3, as in the example of FIG. 1, in order to improve the precipitation separation efficiency, a coagulation step 16 (aggregation means) in which the polymer flocculant 5 is added to the subsequent stage of the reaction step 13 and stirred and mixed is added. Yes. Moreover, the supernatant water of the solid-liquid separation process 14 is neutralized with the acid 8 (neutralization means) in the neutralization tank 40 similarly to the example of FIG. 1, and the final treated water 9 is obtained.

  FIG. 4 is a diagram illustrating a process according to the fourth embodiment of the present invention and a schematic configuration of equipment used for the implementation. As shown in FIG. 4, the difference from the example of FIG. 3 is that the reaction means using the reaction tank is the first reaction means using the first reaction tank and the second reaction means using the second reaction tank. A two-stage process is performed.

First, the boron-containing waste water 1 containing at least one of fluorine, carbonic acid, and phosphoric acid together with boron is first introduced into the first reaction tank 11 having a pH of 9 or higher as the first reaction step 15. In the first reaction step 15, aluminum sulfate 4 and slaked lime are supplied, and the abundance of aluminum and calcium is 1: 4 + {(F × 1.05) + (CO ₃ × 0.67) + (P × 2. 15)} / Al˜1: 6 + {(F × 1.05) + (CO ₃ × 0.67) + (P × 2.15)} / Al, where F: fluorine concentration in wastewater (mg / L), CO ₃ : Carbonate concentration in wastewater (mg / L), P: Phosphorus phosphate concentration in wastewater (mg / L), Al: Aluminum concentration in the reaction step (mg / L), And the pH is adjusted to 9 or more. In the first reaction step 15, a white insoluble precipitate is generated, and a reaction occurs in which boron is adsorbed or taken into the crystal (first reaction means).

  Next, in the 2nd reaction process 12 in the 2nd reaction tank 12, the insolubilization of aluminum with calcium can be reliably performed by adding slaked lime 3 and adjusting to pH12 or more (2nd reaction means).

  Next, in the solid-liquid separation step 14 in the precipitation tank 30, the generated insoluble precipitate is separated by precipitation and recovered as sludge 7 to obtain clear supernatant water 6 (solid-liquid separation means). In the example of FIG. 4, as in the example of FIG. 1, in order to improve the precipitation separation efficiency, a coagulation step 17 (aggregation means) for adding a polymer flocculant after the reaction step 16 and stirring and mixing is added. Moreover, the supernatant water 6 of the solid-liquid separation process 14 is sent to the neutralization tank 40, and is neutralized with the acid 8 (neutralization process 18) similarly to the example of FIG. 1, and the final treated water 9 is obtained.

  FIG. 5 is a diagram showing a process showing a fifth embodiment of the present invention and a schematic configuration of equipment used for the implementation. As shown in FIG. 5, the boron-containing waste water 1 is first introduced into the reaction step 13 in the reaction tank 10. In the reaction step 13, aluminum sulfate 4 and slaked lime 3 are added so that the weight ratio is Al: Ca = 1: 6 to 1:12, and the pH is adjusted to 9 or more.

  The required reaction time in this reaction step 13 is at least 2 hours, preferably 4 hours or more, more preferably about 12 to 24 hours. When the amount of calcium added is greater than the optimum ratio, the insolubilization rate of aluminum, calcium, and sulfate ions is very slow compared to the optimum ratio, but the reaction proceeds sufficiently with time, and boron is associated with it. This is because the reaction time required at this time is at least 2 hours, preferably 4 hours or more, and more preferably about 12 to 24 hours.

  Next, in the solid-liquid separation step 14 in the precipitation tank 30, the generated insoluble precipitate is separated by precipitation and recovered as sludge 7, and clear supernatant water 6 is obtained. In the example of FIG. 5, as in the example of FIG. 1, in order to improve the precipitation separation efficiency, a coagulation step of adding the polymer flocculant 5 to the subsequent stage of the reaction step 13 and stirring and mixing is added. Moreover, the supernatant water 6 of the solid-liquid separation process 14 is sent to the neutralization tank 40 similarly to the example of FIG. 1, neutralized with the acid 8 (neutralization process 18), and the final treated water 9 is obtained. .

  Hereinafter, the present invention will be described in more detail with reference to Examples and Comparative Examples.

Agents used in Examples and Comparative Examples are industrial aluminum sulfate solution _(Al 2 _{O 3} in terms of 8% by weight) as aluminum sulfate, as the calcium compound slaked lime (calcium hydroxide Ca _{(OH) 2)} powder (reagent special grade) Using pure water, it was adjusted to 10% by weight and used as a lime milk state or used as a powder. Moreover, as a pH adjuster, what adjusted industrial 25% caustic soda (NaOH) and 35% hydrochloric acid to 10 weight% was used. Moreover, what dissolved the powder of the polymer coagulant (product number N-217) by Nippon Health Industry Co., Ltd. in 0.1 weight% was used as a polymer coagulant.

Example 1
A beaker scale experiment according to the flow of FIG. 1 was conducted. As raw water, 200 mL of simulated waste water in which boric acid was dissolved in pure water and adjusted to a boron concentration of 100 mg / L was used.

  After adding aluminum sulfate as Al to 500 mg / L to the simulated waste water, slaked lime was added as Ca in the range of 1,000 to 5,000 mg / L and stirred for 1 hour. Although the pH increased due to the addition of slaked lime, the pH did not increase under the condition where the addition amount was small, so those that did not reach pH 11.5 were stirred for 1 hour after adding caustic soda to pH 11.5 to 12.0. . Thereafter, a polymer flocculant is added to 5 mg / L to aggregate the insoluble precipitate, stirring is stopped and the mixture is allowed to stand for 30 minutes. After separation into the precipitate and clear supernatant water, the supernatant water is treated with hydrochloric acid. To obtain treated water. When the boron, aluminum, calcium, and sulfate ion concentrations of the treated water were measured, the results of FIG. 6 were obtained.

  As shown in FIG. 6, when the amount of calcium added is 5 times the amount of aluminum added, the concentration of treated water boron is minimal, and the optimum ratio of aluminum to calcium is 1: 5 by weight (1: 3 in molar ratio). .375).

  FIG. 6 also shows the addition amounts of aluminum, calcium, and sulfate ions. By calculating the difference between the addition amount and the treated water concentration, the amount of conversion of these components into insoluble precipitates is calculated. can do. The conversion amount of each component into an insoluble precipitate under the condition of Ca 2,500 mg / L where boron treatability was the best was as follows.

  First, aluminum is 500 mg / L-1.2 mg / L = 498.8 mg / L = 18.5 mmol / L.

  Moreover, calcium is 2,500 mg / L-206 mg / L = 2,294 mg / L = 57.4 mmol / L.

  Furthermore, a sulfate ion is 2,667 mg / L-74 mg / L = 2,593 mg / L = 27.0 mmol / L.

Accordingly, when the molar ratio is corrected, Al: Ca: SO ₄ = 2.0: 6.2: 2.9 is obtained, and this is the composition of calcium aluminate trisulfate 3CaO · Al ₂ O ₃ · 3CaSO ₄ · 32H ₂ O. It almost agrees with the ratio (2: 6: 3).

(Comparative Example 1)
In the experiment in which calcium was 2,500 mg / L in Example 1, the same experiment as in Example 1 was performed except that the standing time in the solid-liquid separation step after the addition of the polymer flocculant was changed to 3 hours. . The results compared with Example 1 for 30 minutes are shown in Tables 1 and 2 below.

  From Tables 1 and 2 below, when the standing time was 3 hours, the pH decreased, and 32 mg / L of aluminum was detected. Therefore, it is recognized that once precipitated aluminum is slowly re-dissolved by standing for a long time.

(Example 2)
A beaker scale experiment according to the flow of FIG. 2 was performed. That is, among the experiments of Example 1, in the experiment of the optimal addition amount of slaked lime Ca 2,500 mg / L, after adding slaked lime and stirring for 1 hour, further adding slaked lime and stirring for 30 minutes, and then adding the polymer flocculant did. The amount of slaked lime added in the second stage was 1,000 mg / L as calcium, and the settling time for precipitation separation was 3 hours. The reaction pH in the second stage increased to 12.4 due to the addition of slaked lime. The treated water analysis results are shown in Tables 1 and 2 below.

  As shown in Tables 1 and 2 below, if the addition of slaked lime is divided into two and the optimal ratio is added in the first stage, even if the total amount of calcium added (3,500 mg / L) exceeds the optimal ratio, boron It is recognized that good processability is maintained, and that aluminum can be reliably prevented from flowing into the treated water.

(Example 3)
A beaker scale experiment according to the flow of FIG. 3 was performed on boron-containing wastewater in the presence of fluorine, carbonic acid, and phosphoric acid. As raw water, boric acid, sodium fluoride, sodium hydrogen carbonate, and potassium dihydrogen phosphate are dissolved in pure water, and boron concentration is 100 mg / L, fluorine, carbonate ion, and phosphorous phosphorus concentration is 150 mg / L. 200 mL of simulated waste water adjusted to 1 was used.

  After adding aluminum sulfate as Al to 500 mg / L to the simulated waste water, slaked lime was added as Ca in the range of 1,000 to 5,000 mg / L and stirred for 1 hour. In addition, although pH raised by slaked lime addition, what did not reach pH 11.5 was stirred for 1 hour, after adding caustic soda to pH 11.5-12.0. Thereafter, a polymer flocculant is added to 5 mg / L to aggregate the insoluble precipitate, stirring is stopped and the mixture is allowed to stand for 30 minutes. After separation into the precipitate and clear supernatant water, the supernatant water is treated with hydrochloric acid. To obtain treated water. When the boron, aluminum, calcium, and sulfate ion concentrations of the treated water were measured, the results shown in FIG. 7 were obtained.

  As shown in FIG. 7, in this wastewater, the concentration of treated water boron is minimal when calcium is 3,100 mg / L, but this is about 600 mg / calcium compared to the case of wastewater containing only boric acid. It can be seen that L is necessary.

  By the way, when 150 mg / L of fluorine, carbonate ion, and phosphorous phosphorus each react with calcium, the consumed calcium is (150 × 1.05) + (150 × 0.67) + (150 × 2 .15) = 580.5 mg / L, which roughly matches 600 mg / L.

  Therefore, in wastewater in which fluorine, carbonate ion, and phosphoric acid coexist, all of them react with calcium, and if the surplus that did not react is considered to contribute to boron wastewater treatment, the optimal aluminum to calcium ratio is set. It can be maintained.

(Comparative Example 2)
In the experiment in which calcium was 3,100 mg / L in Example 3, the same experiment as in Example 3 was performed, except that the standing time in the solid-liquid separation step after the addition of the polymer flocculant was changed to 3 hours. . Tables 3 and 4 below show a comparison with Example 3 for 30 minutes.

  From Tables 3 and 4 below, when the standing time was 3 hours, the pH decreased and 42 mg / L of aluminum was detected. Therefore, even when fluorine, carbonic acid and phosphoric acid coexist in addition to boron, it is recognized that once precipitated aluminum is slowly re-dissolved by standing for a long time.

Example 4
A beaker scale experiment according to the flow of FIG. 4 was performed on boron-containing wastewater in the presence of fluorine, carbonic acid, and phosphoric acid. That is, among the experiments of Example 3, in the experiment of the optimum addition amount of slaked lime Ca 3,100 mg / L, after adding slaked lime and stirring for 1 hour, further adding slaked lime and stirring for 30 minutes, and then adding the polymer flocculant did. The amount of slaked lime added in the second stage was 1,000 mg / L as calcium, and the settling time for precipitation separation was 3 hours. The reaction pH in the second stage increased to 12.4 due to the addition of slaked lime. The treated water analysis results are shown in Tables 3 and 4 below.

  As shown in Tables 3 and 4 below, if the addition of slaked lime is divided into two and the optimal ratio is added in the first stage, the total amount of calcium added (4,100 mg / L) exceeds the optimal ratio. Even when fluorine, carbonic acid, and phosphoric acid coexist, it is recognized that good processability of boron is maintained and that aluminum can be reliably prevented.

(Example 5)
In order to evaluate the boron processability according to the flow of FIG. 5, a beaker scale experiment in which the reaction time was changed was performed. As raw water, 200 mL of simulated waste water in which boric acid was dissolved in pure water and adjusted to a boron concentration of 100 mg / L was used.

  After adding aluminum sulfate as Al to 500 mg / L to the simulated waste water, 3,400 mg / L was added as slaked lime as Ca. This is Al: Ca = 1: 6.8, and a larger amount of calcium is set than the optimum ratio. Then, after stirring in the range of 30 minutes to 22 hours, the polymer flocculant was added to 5 mg / L to aggregate the insoluble precipitate, and the stirring was stopped and allowed to stand for 30 minutes. After separating into supernatant water, the supernatant water was neutralized with hydrochloric acid to obtain treated water. The relationship between the reaction time and the treated water boron, calcium, and sulfate ion concentrations is as shown in FIG.

  From FIG. 8, when there is more calcium than the optimal addition amount, a boron concentration is also decreasing slowly with the treated water calcium concentration and a sulfate ion concentration. That is, when calcium is added in an optimum amount or more, boron cannot be treated, and the rate of formation of insoluble precipitates that contribute to boron treatment is very slow, and it is recognized that the treatment rate of boron is also slow. It is done.

(Example 6)
In order to evaluate the boron processability according to the flow of FIG. 5, a beaker scale experiment was performed in which the reaction time was fixed at 20 hours and the addition amount of calcium was changed in the range of Al: Ca = 1: 5 to 1:12. . As raw water, 200 mL of simulated waste water in which boric acid was dissolved in pure water and adjusted to a boron concentration of 100 mg / L was used.

  After adding aluminum sulfate as Al to 500 mg / L to the simulated waste water, calcium is added from 2,500 mg / L to 6,000 mg / L (Al: Ca = 1: 5 to 1:12) for 20 hours. Stir. In this experiment, two types of calcium, “slaked lime (powder)” and “slaked lime milk” were used. Thereafter, the polymer flocculant is added to 5 mg / L to aggregate the insoluble precipitate, the stirring is stopped, and the mixture is allowed to stand for 30 minutes. After separation into the precipitate and clear supernatant water, the supernatant water is treated with hydrochloric acid. Neutralized to obtain treated water. The treated water boron concentration was as shown in FIG.

(Comparative Example 3)
A comparative experiment of Example 6 was performed. That is, in Example 6, the same experiment as in Example 6 was performed except that the reaction time was fixed at 1 hour. The treated water boron concentration was as shown in FIG.

  From FIG. 9, it can be seen that in any calcium drug, Al: Ca = 1: 5 can be satisfactorily processed in 1 hour of reaction, but if the added amount of calcium is more than that, the processability is deteriorated. However, it can be seen that by increasing the reaction time, it can be processed well regardless of the amount of calcium added.

  The method and apparatus for treating boron-containing wastewater according to the present invention is applied to the treatment of boron-containing wastewater such as flue gas desulfurization wastewater from coal-fired power plants, waste incineration smoke washing wastewater, nickel plating factory wastewater, glass manufacturing factory wastewater, etc. Is done.

DESCRIPTION OF SYMBOLS 1 Boron containing wastewater 2 pH adjuster 3 Slaked lime 4 Aluminum sulfate 5 Polymer flocculant 6 Supernatant water 7 Sludge 8 Acid 9 Treated water 10 Reaction tank 11 1st reaction tank 12 2nd reaction tank 13 Reaction process 14 Solid-liquid separation process 15 First reaction step 16 Second reaction step 17 Aggregation step 18 Neutralization step 20 Coagulation tank 30 Precipitation tank 40 Neutralization tank

Claims (12)

Treatment of boron-containing wastewater including a reaction step in which aluminum sulfate and slaked lime are added to wastewater containing boron of 300 mg / L or less to adjust to alkalinity, and a solid-liquid separation step in which generated insoluble precipitates are separated into solid and liquid In the method
The reaction step includes adjusting the weight ratio of aluminum and calcium to a weight ratio of 1: 4 to 1: 6 and adjusting the pH to 9 or more, and adding slaked lime to adjust the pH to 12 or more. And a second reaction step of treating the boron-containing wastewater.   The method for treating boron-containing wastewater according to claim 1, further comprising a coagulation step of adding a polymer flocculant after the reaction step. In the processing method of the boron containing waste_water | drain as described in any one of Claim 1 or 2, The neutralization process of neutralizing the liquid isolate | separated by the said solid-liquid separation process with an acid after the said solid-liquid separation process. A method for treating boron-containing wastewater, comprising: A reaction process of adding aluminum sulfate and slaked lime to wastewater containing at least one of fluorine, carbonic acid, and phosphoric acid together with boron of 300 mg / L or less, and adjusting the alkalinity, and the generated insoluble precipitates as solid liquid In a method for treating boron-containing wastewater including a solid-liquid separation step to separate,
The reaction step includes adjusting the abundance of aluminum and calcium to a weight ratio represented by the following formula 1, and adjusting the pH to 9 or higher, and adding slaked lime to adjust the pH to 12 or higher. A method for treating boron-containing wastewater, comprising a second reaction step.

  5. The method for treating boron-containing wastewater according to claim 4, further comprising a coagulation step of adding a polymer flocculant after the reaction step. The neutralization process of neutralizing the liquid isolate | separated by the said solid-liquid separation process with the acid after the said solid-liquid separation process in the processing method of the boron containing waste_water | drain as described in any one of Claim 4 or 5. A method for treating boron-containing wastewater, comprising: A reaction means for adding aluminum sulfate and slaked lime to wastewater containing boron of 300 mg / L or less to adjust the alkali to be treated, and a solid-liquid separation of insoluble precipitates generated from the treated liquid. In a boron-containing wastewater treatment apparatus including a separation means,
The reaction means includes a first reaction means for adjusting the weight ratio of aluminum and calcium in the waste water to a weight ratio of 1: 4 to 1: 6 and adjusting the pH to 9 or more, and further from the first reaction means. And a second reaction means for adjusting the pH to 12 or more by adding slaked lime to the liquid to be treated.   8. The treatment apparatus for boron-containing wastewater according to claim 7, further comprising an aggregating means for adding a polymer flocculant for aggregating insoluble precipitates in the liquid to be treated, downstream of the reaction means. An apparatus for treating wastewater containing boron.   9. The boron-containing wastewater treatment apparatus according to claim 7 or 8, further comprising a neutralizing means downstream of the solid-liquid separation means, wherein the insoluble precipitate is precipitated and the supernatant obtained by solid-liquid separation is neutralized with an acid. An apparatus for treating boron-containing wastewater. Aluminum sulfate and slaked lime are added to waste water containing at least one of fluorine, carbonic acid, and phosphoric acid together with boron of 300 mg / L or less, and the reaction means for adjusting to alkalinity, and the generated insoluble precipitates are solid-liquid. In the boron-containing wastewater treatment apparatus including a solid-liquid separation means for separating, the reaction means adjusts the abundance of aluminum and calcium in the liquid to be treated to a weight ratio represented by the following formula 2 and a pH of 9: A treatment apparatus for boron-containing wastewater, characterized by comprising first reaction means for adjusting as described above and second reaction means for adjusting pH to 12 or more by adding slaked lime to the liquid to be treated from the first reaction means. .

In the processing apparatus of the boron-containing waste water according to claim 10, downstream of the reaction unit, comprises aggregation means for aggregating the precipitable precipitates by adding a polymer flocculant into the liquid to be treated An apparatus for treating boron-containing wastewater. In the processing apparatus of the boron-containing waste water according to claim 10 or 11, downstream of the solid-liquid separation means, that it comprises a neutralizing means for the insoluble property precipitates neutralized with acid supernatants precipitated An apparatus for treating wastewater containing boron.

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