TW201242908A - Drainage treatment method - Google Patents
Drainage treatment method Download PDFInfo
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- TW201242908A TW201242908A TW101108864A TW101108864A TW201242908A TW 201242908 A TW201242908 A TW 201242908A TW 101108864 A TW101108864 A TW 101108864A TW 101108864 A TW101108864 A TW 101108864A TW 201242908 A TW201242908 A TW 201242908A
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
- C02F1/467—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction
- C02F1/4672—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction by electrooxydation
- C02F1/4674—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction by electrooxydation with halogen or compound of halogens, e.g. chlorine, bromine
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
- C02F1/46104—Devices therefor; Their operating or servicing
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/46—Apparatus for electrochemical processes
- C02F2201/461—Electrolysis apparatus
- C02F2201/46105—Details relating to the electrolytic devices
- C02F2201/46115—Electrolytic cell with membranes or diaphragms
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Abstract
Description
201242908 六、發明說明: 【發明戶斤屬之技術領域:j 技術領域 本發明係有關於可並用熱能利用之工廠廢水,家庭排 水,飲食店排水、其他各種排水之排水處理方法。 【冬好3 背景技術 以往,已有利用電解之排水處理方法的提案(專利文獻 1)。 該排水處理方法具有混合排水與含氧化劑水而將污染 評價指標處理至大約Oppm之混合步驟,及電解處理水之至 少一部份而生成殘留氣之電解步驟,且使生成前述殘留氣 之處理水作為含氧化劑水而與排水混合。 該排水處理方法具有混合排水與含氧化劑水而將污染 評價指標處理至大约Oppm之“混合步驟”,且使排水之污染 成分與氧化劑遭遇、衝突、反應而氧化分解使得污染評價 指標為大約Oppm,藉此可抑制在處理系統中累積污染成 分,有所謂可使處理比以往更安定之優點。 雖說如此,但是仍產生無法更充分有效利用在電解時 由液相揮發至氣相中之氣體的疑問。 【專利文獻1】特開2011-111.67號公報 【發明内容:! 發明揭示 發明欲解決之課題 201242908 因此本發明之目的在於提供可更充分有效利用電解時產 生之氣體的排水處理方法。 用以解決課題之手段 為了解決前述課題,在本發明採用以下之技術手段。 (1)本發明之排水處理方法的特徵在於:包含使氫氣與以 電解機構電解時生成之氣氣反應,而生成氣化氫氣體的氣化氫 氣體產生步驟;及使前述氣化氫氣體溶解於排水中之氣化氫氣 體溶解步驟;並且將已溶解有氣化氫氣體之排水送至前述電解 機構。 在此,電解機構可為有隔膜方式,亦可為無隔膜方式。前 述氫氣可使用氫氣鋼瓶,以電解機構生成,或以氫氣鋼瓶補充 在前述電解機構中之不足部份。 因為該排水處理方法具有使氫氣與以電解機構電解時生 成之氣氣反應而生成氣化氫氣體的氣化氫氣體產生步驟,所以 氫氣與氣氣反應生成氣化氫氣體。在此,因為氣化氫氣體生成 時產生如下之大反應生成熱,所以可以該反應生成熱作為熱能 來利用能量。 1/2C12(氣體)+1/2Η2(氣體)->HCl(氣體)+ 92.3kJ/莫耳 又,因為具有使前述氣化氫氣體溶解於排水中之氣化氫氣 體溶解步驟,所以氣化氫氣體可在排水中電解而在水中摻入氣 離子及氫離子。 然後,因為將已溶解有氣化氫氣體之排水送至前述電解機 構,所以藉由將含有氣離子之排水以電解機構電解,氣(Cl2)會 在陽極側生成。在此,前述氣(Cl2)由排水中揮發而成為氣氣, 201242908 或與水反應而生成次氣酸(H〇C1) 3 ch + H2〇 HC1 + HOCl 猎該次氣酸,排水中之污染成分(有機成分等)會被氧化分 解而淨化。又,排水會藉陽極接受直接氧化作用而被分解淨 化在此,一如上述氯與水之化學反應式,排水中之氯(ci2)與 水反應而生成次氣酸(HOC1)及鹽酸(HC1),且藉增加前述鹽酸, pH傾向於酸性側。因此,由於下降而構成次氣酸(H〇cl) 邊成氣(CL)而容易由排水中揮發之環境。 (2)该排水處理方法在利用以有隔膜電解機構電解時在陽 極側生成之氣氣方面與上述不同。 即,該排水處理方法包含使氫氣與以有隔膜電解機構電解 時在陽極側生成之氣氣反應而生成氣化氫氣體的氣化氫氣體 產生步驟,及使前述氣化氫氣體溶解於排水中之氣化氫氣體溶 解步驟,並且將已溶解有氣化氫氣體之排水送至前述有隔膜電 解機構。 在此,前述氫氣可使用氫氣鋼瓶,在有隔膜電解機構之陰 極側生成,或以氫氣鋼瓶補充在前述有隔膜電解機構之陰極側 之不足部份。 因為在該排水處理方法具有使氫氣與氯氣反應而生成氣 化氫氣體的氣化氫氣體產生步驟,所以氫氣與氯氣反應生成氣 化氣氣體,則述氣氣係在以有隔膜電解機構電解時在陽極側所 生成者。在此,因為氣化氫氣體生成時產生如下之大反應生成 熱,所以可以該反應生成熱作為熱能來利用能量。 1/2C12(氣體)+1/2Η2(氣體)—HC1(氣體)+ 92.3kJ/莫耳 201242908 又,因為具有使前述氣化氫氣體溶解於排水中之氣化氫氣 體溶解步驟,所讀化氫氣體可在排水中電解而在水中捧入氣 離子及氫離子。 然後,因為將已溶解有氣化氫氣體之排水送至前述有隔膜 電解機構’所以藉由將含有氣離子之排水以有隔膜電解機構電 解’氣(ci2)會在陽極燃成。在此,前述氣㈣由排水中揮發 而成為氣氣’或與水反應而生成次氣酸(Η〇α)。201242908 VI. Description of the invention: [Technical field of inventions: j Technical field] The present invention relates to a wastewater treatment method for factory wastewater, household drainage, restaurant drainage, and various other drainages that can be used together with thermal energy. [Winter Good 3] In the past, there has been a proposal for a drainage treatment method using electrolysis (Patent Document 1). The drainage treatment method has a mixing step of mixing the drainage water and the oxidant-containing water to treat the pollution evaluation index to about Oppm, and electrolyzing at least a part of the water to generate a residual gas, and the treatment water for generating the residual gas It is mixed with drainage water as oxidant-containing water. The drainage treatment method has a "mixing step" of mixing the drainage water and the oxidant-containing water to treat the pollution evaluation index to about Oppm, and causing the pollution component of the drainage to encounter, collide, react with the oxidant and oxidatively decompose so that the pollution evaluation index is about Oppm. Thereby, it is possible to suppress accumulation of contaminating components in the processing system, and there is an advantage that the processing can be made more stable than ever. Having said that, there is still a problem that the gas volatilized from the liquid phase to the gas phase during electrolysis cannot be more fully utilized. [Patent Document 1] JP-A-2011-111.67 [Abstract]: Disclosure of the Invention Problems to be Solved by the Invention 201242908 It is therefore an object of the present invention to provide a wastewater treatment method which can more fully utilize the gas generated during electrolysis. Means for Solving the Problems In order to solve the above problems, the following technical means are employed in the present invention. (1) The wastewater treatment method of the present invention is characterized by comprising: a step of generating a gasification hydrogen gas by reacting hydrogen gas with a gas gas generated by electrolysis at the time of electrolysis to generate a vaporized hydrogen gas; and dissolving the gasification hydrogen gas a gasification hydrogen gas dissolving step in the drainage; and discharging the water having dissolved the vaporized hydrogen gas to the electrolysis mechanism. Here, the electrolysis mechanism may be in the form of a diaphragm or a diaphragmless method. The above-mentioned hydrogen gas may be produced by an electrolysis mechanism using a hydrogen cylinder, or may be supplemented with a hydrogen cylinder to the insufficient portion of the electrolysis mechanism. Since the drainage treatment method has a step of generating a vaporized hydrogen gas by reacting hydrogen gas with a gas generated by electrolysis at the electrolysis mechanism to generate a vaporized hydrogen gas, the hydrogen gas reacts with the gas to generate a vaporized hydrogen gas. Here, since the vaporization hydrogen gas generates the following large reaction heat generation, the reaction heat can be utilized as heat energy. 1/2C12 (gas) + 1/2 Η 2 (gas) - > HCl (gas) + 92.3 kJ / mol, because of the gasification hydrogen gas dissolution step of dissolving the aforementioned hydrogen sulfide gas in the drainage, the gas The hydrogen gas can be electrolyzed in the water and mixed with gas ions and hydrogen ions in the water. Then, since the water having dissolved the vaporized hydrogen gas is sent to the electrolysis mechanism, the gas (Cl2) is generated on the anode side by electrolyzing the drain containing the gas ions by the electrolysis mechanism. Here, the gas (Cl2) is volatilized from the drainage to become gas, 201242908 or reacts with water to form a sub-gas (H〇C1) 3 ch + H2〇HC1 + HOCl to hunt the sub-gas, pollution in the drainage The ingredients (organic ingredients, etc.) are oxidized and decomposed to purify. Moreover, the drainage is decomposed and purified by the direct oxidation of the anode. Like the chemical reaction formula of chlorine and water, the chlorine (ci2) in the drainage reacts with water to form hypogas (HOC1) and hydrochloric acid (HC1). ), and by increasing the aforementioned hydrochloric acid, the pH tends to be acidic. Therefore, due to the decrease, the sub-gas acid (H〇cl) is formed into a gas (CL) and is easily volatilized by the drainage. (2) The drainage treatment method differs from the above in that the gas generated on the anode side is electrolyzed by the diaphragm electrolysis mechanism. In other words, the wastewater treatment method includes a step of generating a hydrogenation gas by reacting hydrogen gas with a gas generated on the anode side when electrolyzed by a diaphragm electrolysis mechanism to generate a vaporized hydrogen gas, and dissolving the vaporized hydrogen gas in the drainage water. The gasification hydrogen gas dissolving step, and discharging the water having dissolved the vaporized hydrogen gas to the aforementioned diaphragm electrolysis mechanism. Here, the hydrogen gas may be formed on the cathode side of the diaphragm electrolysis mechanism using a hydrogen cylinder, or may be supplemented with a hydrogen cylinder to the insufficient portion of the cathode side of the diaphragm electrolysis mechanism. Since the wastewater treatment method has a gasification hydrogen gas generation step of reacting hydrogen gas with chlorine gas to generate a vaporized hydrogen gas, hydrogen gas reacts with chlorine gas to generate a gasification gas gas, and the gas gas system is electrolyzed by a diaphragm electrolysis mechanism. Produced on the anode side. Here, since the vaporization hydrogen gas generates the following large reaction heat generation, the reaction heat can be utilized as heat energy. 1/2C12 (gas) + 1/2 Η 2 (gas) - HC1 (gas) + 92.3 kJ / Moer 201242908 Further, because of the gasification hydrogen gas dissolution step of dissolving the vaporized hydrogen gas in the drainage, the reading is performed. The hydrogen gas can be electrolyzed in the water to hold the gas ions and hydrogen ions in the water. Then, since the drain water in which the vaporized hydrogen gas has been dissolved is sent to the above-described diaphragm electrolysis mechanism', the gas containing the gas ions is electrolyzed by the diaphragm electrolysis mechanism (ci2) to be burned at the anode. Here, the gas (4) is volatilized in the drainage to become an air gas or reacts with water to form a secondary gas (Η〇α).
Cl2 + H2〇 — HC1 + HOC1 藉該次氣酸,排水中之污染成分(有機成分等)會被氧化分 解而淨化。又,排水會藉陽極接受直接氧化作用而被分解淨 化。在此,如上述氣與水之化學反應式,排水中之氣(C丨2)與水 反應而生成次氣酸(HOC1)及鹽酸(Ηα),且藉增加前述鹽酸, 傾向於酸性側。因此,由於pH下降,構成次氣酸(H〇cl)變成氣 (Cl2)而容易由排水中揮發之環境。 (3)亦可具有能量產生機構,該能量產生機構係藉生石灰 與水來使反應生成熱產生,且使藉前述生石灰與水之反應所生 成之熟石灰升溫而分解成生錢及水聽,並且較再生之生 石灰與新供給之水接觸來繼續產生反應生祕,又係將上述 氣化氫氣體之反應生成熱作為用以再生前述生石灰之輔助能 量來利用者。 當如此構成時’可將藉該排水處理方法所生成之熱能利用 於補充能量產生機構之熱《在此,藉生石灰與水之反應產生 如下之反應生成熱。Cl2 + H2〇 — HC1 + HOC1 With this gas, the polluting components (organic components, etc.) in the drainage are decomposed and purified. Further, the drainage is decomposed and purified by the direct oxidation of the anode. Here, as in the above chemical reaction formula of gas and water, the gas (C丨2) in the wastewater reacts with water to form a sub-gas acid (HOC1) and hydrochloric acid (Ηα), and the hydrochloric acid tends to be acidic on the side. Therefore, due to the drop in pH, the environment in which the sub-gas acid (H〇cl) becomes gas (Cl2) is easily volatized by the drainage. (3) It is also possible to have an energy generating mechanism that uses lime and water to generate heat of reaction, and heats the hydrated lime generated by the reaction of the quicklime and water to be decomposed into money and water, and The regenerated lime is in contact with the newly supplied water to continue the reaction, and the heat generated by the reaction of the vaporized hydrogen gas is used as an auxiliary energy for regenerating the quicklime. When so configured, the heat energy generated by the wastewater treatment method can be utilized for the heat of the supplementary energy generating mechanism. Here, the reaction between the quicklime and the water produces the following reaction to generate heat.
CaO+H2〇—Ca(OH)2 +64 kJ/莫耳 201242908 然後,該能量產生機構具有如下之機能。 (A) 因為該能量產生機構係藉生石灰與水來使反應生成熱 產生’且使藉前述生石灰與水之反應生成之熟石灰升溫而分解 成生石灰及水蒸氣,所以可以前述反應生成熱(作為熱源利用) 或水蒸氣(作為動力利用)作為能量利用。 又,因為藉由使再生之生石灰與新供給之水接觸,來繼續 使反應生成熱產生’所以藉將生石灰與水反應而化學變化成熟 石灰時之反應生成熱利用於熟石灰之升溫、分解,可連續取得 能量。 在此,雖然來自化石燃料之重油或氣體燃燒時變成二氧化 碳等而原本之燃料消失,但是該能量產生機構可使化學構造在 生石灰與熟石灰之間一邊變換一邊連續地反應。 (B) 當由外部補給熱量之不足部份使得前述熟石灰升溫至 分解溫度之580°C以上時,貯存生石灰、熟石灰而供給水且使水 蒸氣產生之“反應槽”維持在熟石灰之分解溫度58〇〇c以上之高 溫,藉此生石灰與熟石灰可繼續成為渾然一體之反應。該反廡 槽亦可攪拌生石灰及熟石灰。 (C) 利用前述熟石灰藉熱分解產生之水蒸氣作為能量,可 藉由加壓在高溫下藉熱分解產生之水蒸氣而使渦輪旋轉來進 行發電。因為熟石灰之分解溫度為58〇〇c,所以可得到高溫之水 蒸氣。 在此,除了藉前述熟石灰Ca(0H)2分解產生之水蒸氣以 外,可利用藉生石灰CaO與水HsO之反應生成熱產生之放熱而 使水蒸發產生之水蒸氣。 201242908 (D) 利用將前述繼續產生之反應生成熱作為熱源,可由貯 存該生石灰及熟石灰之“反應槽”周壁(例如透過液體等)取出 熱。 (E) 當供給排水作為前述水時,可在取出能量之同時進行 排水之淨化處理。 即,排水藉與生石灰之放熱反應,一部份蒸發成為水蒸 氣,且一部份與生石灰結合而化學變化成熟石灰。該熟石灰在 高溫下藉與生石灰分離而成為水蒸氣。接著,排水中之污染成 分,特別是有機成分會因暴露於高溫而熱分解且被淨化。 (4) 亦可使氫氧化鈉混合在前述生石灰中。 當如此構成時,可與生石灰化學變化成熟石灰時之反應生 成熱一起,利用氫氧化納之溶解熱作為熱能。即,由於氫氧化 納晶格破壞且進一步鈉離子與經離子水和而安定化,故產生以 下之溶解熱。CaO + H2 〇 - Ca (OH) 2 + 64 kJ / Moule 201242908 Then, the energy generating mechanism has the following functions. (A) Since the energy generating mechanism decomposes the slaked lime generated by the reaction of the quicklime and the water into lime and water vapor by using quicklime and water to generate heat (as a heat source) Use) or water vapor (as power utilization) as energy utilization. In addition, since the regenerated lime is brought into contact with the newly supplied water to continue the heat generation of the reaction, the reaction heat generated by chemically changing the mature lime by reacting the quicklime with water is used for the temperature rise and decomposition of the slaked lime. Continuously gain energy. Here, although the heavy fuel or gas from the fossil fuel is burned to become carbon dioxide or the like and the original fuel disappears, the energy generating mechanism can continuously react the chemical structure between the quicklime and the slaked lime while changing. (B) When the slaked lime is heated to a decomposition temperature of 580 ° C or more by externally supplying insufficient heat, the quicklime and slaked lime are stored to supply water and the "reaction tank" for generating steam is maintained at the decomposition temperature of the slaked lime 58 The high temperature above 〇〇c, whereby the quicklime and slaked lime can continue to be a seamless reaction. The sump can also mix quicklime and slaked lime. (C) The water vapor generated by thermal decomposition of the slaked lime is used as energy, and the turbine can be rotated by pressurizing the water vapor generated by thermal decomposition at a high temperature to generate electricity. Since the decomposition temperature of slaked lime is 58 〇〇c, high-temperature water vapor can be obtained. Here, in addition to the water vapor generated by the decomposition of the slaked lime Ca(0H)2, the water vapor generated by the evaporation of the heat generated by the reaction of the raw lime CaO and the water HsO may be used. 201242908 (D) By using the heat generated by the reaction generated in the foregoing as a heat source, heat can be taken out from the peripheral wall of the "reaction tank" (for example, a liquid or the like) in which the quicklime and slaked lime are stored. (E) When the water is supplied as the water, the water can be removed while the energy is being removed. That is, the drainage relies on the exothermic reaction with the quicklime, partially evaporating into water vapor, and a part of it is combined with the quicklime to chemically change the mature lime. The slaked lime is separated from the quicklime at a high temperature to become steam. Then, the contaminated components in the drainage, especially the organic components, are thermally decomposed and purified by exposure to high temperatures. (4) Sodium hydroxide may also be mixed in the aforementioned quicklime. When so constituted, the heat of reaction of the sodium hydroxide can be used as the heat energy together with the heat generated by the reaction of the lime to change the mature lime. Namely, since the sodium hydroxide lattice is broken and further sodium ions are stabilized by the ionized water, the following heat of dissolution is generated.
NaOH(固體)+H20—Na++0H_+H20+44.5kJ/莫耳 (5) 亦可使鐵混合在前述排水中。 當如此構成時,混合在排水中之鐵與溶存之氧、水會反應 且放熱,使水溫上升,構成氣氣、氫氣容易揮發之環境。其化 學反應式可考慮如下之内容。因為關於熱量數值本身有各種說 法,所以在此係以熱記載在下述式中。 4Fe + 3 〇2 ~>2Fe2〇3 + 熱 4Fe+2H20+302—4FeOOH+ 熱NaOH (solid) + H20 - Na + + 0H_ + H20 + 44.5 kJ / Mo (5) Iron can also be mixed in the aforementioned drainage. In such a configuration, the iron mixed in the drainage reacts with the dissolved oxygen and water, and releases heat to raise the temperature of the water, thereby constituting an environment in which the gas and hydrogen are easily volatilized. The chemical reaction formula can be considered as follows. Since there are various expressions regarding the heat value itself, it is described herein as heat in the following formula. 4Fe + 3 〇2 ~>2Fe2〇3 + heat 4Fe+2H20+302-4FeOOH+ heat
Fe+3/2H20+3/40广 Fe(OH)3+ 熱 發明效果 201242908 本發明係如上#、+.a ^ 上所述之構成,且具有以下效果。 D 體生成時之反應生成熱作&熱能來利 用能量,所以可接祝术 x . 仏可更充/刀有致利用電解時產生之氣體的排 水處理方法。 【實施冷式】 用以實施說明之最佳形態 以下’說明本發明之實施形態。 (實施形態1) 人第圖之主要左側所示’該實施形態之排水處理方法包 3氣化絲體生成步驟,係使藉有隔膜電解機構1電解時在 Ί*12生成之氫乳3與在陽極侧4生成之氣氣5反應,來生成氯 ,灾 及氣化氫氣體溶解步驟,係使前述氯化氫氣體溶 解在排水(高濃度廢液7)中。 後使冷解有氣化氫氣體6之排水送至前述有隔膜電解 機構1又’在將已溶解有該氯化氫氣體6之排水送回有隔膜電 解機構1途中’分出廢棄物排放管D。 在前述有隔膜電解機之陰極側2與陽極側4之間,配 交換膜8作為隔膜。又,在氫氣3與氯氣5之反應槽种,設有 以使相互之反應開始之熱源1〇。 又 前述氫氣3係在有隔膜電解機構丨之陰極側2生成, 使用氫氣鋼瓶(未圖示)’或以氫氣鋼瓶補充在前 疋可 機構1之陰極侧2之不足部份。 、電解 接著,說明該實施形態之排水處理方法的使用 因為該排水處理方法具有使氫氣;3與以有隔祺 、電解機構! 201242908 電解時在陽極側4生成之氣氣5反應而生成氣化氫氣體6的氯化 氫氣體產生步驟,所以氩氣3與氣氣5反應生成氣化氫氣體6。 然後,因為氣化氫氣體6生成時產生如下式之大反應生成 熱,所以可以該反應生成熱作為熱能來利用能量,且具有所謂 可更充分有效利用電解時產生之氣體的優點(參照實施例2)。 1/2C12(氣體)+1/2¾(氣體)->HCl(氣體)+ 92.3kJ/莫耳 又,具有使前述氣化氫氣體6溶解於排水中之氣化氫氣體 溶解步驟,可在排水中電解氣化氩氣體6而在水中摻入氣離子 及氫離子。 然後,將已溶解有氣化氫氣體6之排水送至前述有隔膜電 解機構1,且藉由以有隔膜電解機構丨電解含有氣離子之排水會 在陽極側4生成氣(Cl2)。 在此,前述氣(Cl2)由排水中揮發而成為氣氣5,或與水反應 而生成次氣酸(HOC1)。Fe+3/2H20+3/40 broad Fe(OH)3+ heat Effect of the invention 201242908 The present invention has the constitution described above as #, +.a^, and has the following effects. When the D body is generated, the reaction generates heat and heat energy to use the energy, so it can be used for the process. x 仏 can be more charged/knife to use the water discharge treatment method using the gas generated during electrolysis. [Implementation of Cold Mode] BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments of the present invention will be described. (Embodiment 1) The main part of the left side of the figure is shown in the 'Drainage treatment method package 3 of the embodiment. The gasification filament formation step is the hydrogen emulsion 3 generated by the Ί*12 when the diaphragm electrolysis mechanism 1 is electrolyzed. The gas 5 generated on the anode side 4 reacts to generate chlorine, and the hydrogen sulfide gas is dissolved in the drain (high-concentration waste liquid 7). Thereafter, the cold-dissolved hydrogenated gas 6 is sent to the above-described diaphragm electrolysis mechanism 1 and the waste discharge pipe D is dispensed in the middle of returning the drain having the hydrogen chloride gas 6 back to the diaphragm electrolysis mechanism 1. Between the cathode side 2 and the anode side 4 of the diaphragm electrolyzer described above, the exchange membrane 8 is provided as a separator. Further, in the reaction tank of the hydrogen gas 3 and the chlorine gas 5, a heat source 1〇 for starting the mutual reaction is provided. Further, the hydrogen gas 3 is generated on the cathode side 2 of the diaphragm electrolysis mechanism ,, and is supplemented with a hydrogen cylinder (not shown) or a hydrogen cylinder to the insufficient portion of the cathode side 2 of the front ram mechanism 1. Electrolysis Next, the use of the wastewater treatment method of the embodiment will be described. This drainage treatment method has a method of generating hydrogen gas by reacting the hydrogen gas 3 with the gas 5 generated on the anode side 4 during electrolysis with a separator and an electrolysis mechanism! The hydrogen chloride gas generating step of the hydrogen gas 6 causes the argon gas 3 to react with the gas gas 5 to generate the vaporizing hydrogen gas 6. Then, since the vaporized hydrogen gas 6 is generated to generate a large reaction heat generation according to the following formula, the reaction generates heat as heat energy to utilize energy, and has an advantage that the gas generated at the time of electrolysis can be more effectively utilized (refer to the embodiment). 2). 1/2C12 (gas) + 1 / 23⁄4 (gas) - > HCl (gas) + 92.3 kJ / mol, and a gasification hydrogen gas dissolving step for dissolving the vaporized hydrogen gas 6 in the drainage, which can be The argon gas 6 is electrolyzed in the water to be mixed with gas ions and hydrogen ions in the water. Then, the drain having the vaporized hydrogen gas 6 dissolved therein is sent to the above-described separator electrolysis mechanism 1, and the gas containing the gas ions is electrolyzed by the diaphragm electrolysis mechanism to generate gas (Cl2) on the anode side 4. Here, the gas (Cl2) is volatilized in the drainage to become the gas 5 or reacts with water to form a sub-gas (HOC1).
Cl2 + H20 — HC1 + HOC1 藉該次氣酸,排水中之污染成分(有機成分等)會被氧化分 解而淨化。又,排水會藉陽極接受直接氧化作用而被分解淨化。 此外,如上述氣與水之化學反應式,排水中之氣(cl2)與水 反應而生成次氣酸(HOC1)及鹽酸(HC1),且藉增加前述鹽酸, 傾向於酸性側。因此,由於pH下降,成為次氣酸(H〇c丨)變成氣 (C】2)而容易由排水中揮發之環境。 (實施形態2) 如第1圖之主要右側所示,具有能量產生機構13,該能量 產生機構13係藉生石灰11與水(自來水w)產生反應生成熱且 201242908 使藉前述生石灰π與水之反應生成之熟石灰12升溫而分解成生 石灰11及水蒸氣,並且藉使再生之生石灰n與新供給之水接觸 來繼續產生反應生成熱。槽内係藉由馬達Μ攪拌。 能量產生機構13係藉生石灰11與水之反應,產生如下之反 應生成熱。Cl2 + H20 — HC1 + HOC1 With this gas, the polluting components (organic components, etc.) in the drainage are decomposed and purified. Moreover, the drainage is decomposed and purified by the direct oxidation of the anode. Further, as in the above chemical reaction formula of gas and water, the gas (cl2) in the drainage reacts with water to form a sub-gas acid (HOC1) and hydrochloric acid (HC1), and the hydrochloric acid tends to be acidic on the side. Therefore, since the pH is lowered, it becomes an environment in which the sub-gas acid (H〇c丨) becomes gas (C) 2) and is easily volatilized by the drainage. (Embodiment 2) As shown in the main right side of Fig. 1, there is an energy generating mechanism 13 which generates reaction heat by using quicklime 11 and water (tap water w) and 201242908 borrows the above-mentioned quicklime π and water. The slaked lime 12 produced by the reaction is heated to be decomposed into quicklime 11 and water vapor, and the generated heat is continuously generated by bringing the regenerated quicklime n into contact with the newly supplied water. The inside of the tank is stirred by a motor crucible. The energy generating mechanism 13 generates heat by reacting the quicklime 11 with water to produce the following reaction.
Ca0+H20一 Ca(OH)2 +64 kJ/莫耳 然後,利用實施形態1之氯化氡氣體6之反應生成熱作為用 以由前述熟石灰12再生成生石灰1:1之補助熱能。在此,使用清 淨之自來水作為水’且不產生如利用排水時之污染的累積。在 生石灰11、水及熟石灰12之反應區域中,連接廢棄物排放管〇。 §亥能罝產生機構13係利用以實施形態1之排水處理方法生 成之氯化氫氣體6之熱能(反應生成熱)來補充用以使熟石灰a 再生成生石灰11之熱能。此外,藉由供給水,生石灰11與熟石 灰12成為渾然一體,且生石灰11成為熟石灰12之放熱反應及熟 石灰12再生成生石灰11之反應繼續。 另外,能量產生機構13係藉由加壓供給之水蒸發之水蒸氣 或藉熱分解前述熟石灰12(分解溫度58〇qC)產生之水蒸氣而藉 蒸氣發電機14使渦輪旋轉來進行發電。因此,藉該能量產生機 構13得到電。 又,使氫氧化鈉15混合在前述生石灰11丨中。氫氧化鈉i 5 首先因水而晶格破壞(吸熱),接著鈉離子與經離子會水和而安 定化(放熱),且因吸熱與放熱之差產生如下之溶解熱而放熱。Ca0 + H20 - Ca(OH) 2 + 64 kJ / mol. Then, heat generated by the reaction of the cesium chloride gas 6 of the first embodiment is used as the auxiliary heat energy for regenerating 1:1 of the quicklime from the slaked lime 12. Here, clean tap water is used as water' and accumulation of pollution such as when using drainage is not generated. In the reaction zone of the quicklime 11, water and slaked lime 12, the waste discharge pipe is connected. The Hi-energy generation mechanism 13 supplements the thermal energy for regenerating the quicklime 11 by using the thermal energy (reaction heat generation) of the hydrogen chloride gas 6 generated by the drainage treatment method of the first embodiment. Further, by supplying water, the quicklime 11 and the cooked lime ash 12 become integrated, and the quick-release reaction of the quicklime 11 into the slaked lime 12 and the reaction of the slaked lime 12 to regenerate the quicklime 11 continue. Further, the energy generating means 13 generates electric power by rotating the turbine by the steam generator 14 by decomposing the steam generated by the water supplied by the pressurized water or by decomposing the steam generated by the slaked lime 12 (decomposition temperature 58 〇 qC). Therefore, the energy generating mechanism 13 obtains electricity. Further, sodium hydroxide 15 was mixed in the above-mentioned quicklime 11 crucible. Sodium hydroxide i 5 is first lattice-destroyed due to water (endothermic), and then sodium ions are stabilized (exothermic) with ions and water, and the heat of dissolution is generated by the difference in endothermic and exothermic heat.
NaOH(固體)+H20—Na++〇H~+H20+44.5kJ/莫耳 因此,可與生石灰11化學變化成熟石灰12時之反應生成熱 201242908 一起,利用氫氧化鈉15之溶解熱作為熱能(蒸氣發電)。 (實施形態3) 如第1圖所示,本實施例係使鐵(未圖示)混合在前述排水 中。因此,混合在排水中之鐵與溶解之氧、水反應且放熱,使 水溫上升,成為氣氣5、氫氣3容易揮發之環境。 該化學反應式可考慮如下之態樣。因為關於熱量數值本身 有各種說法,所以在此係以熱記載在下述式中。 4Fe + 3〇2 —^2Fe2〇3 + 熱 4Fe+2H20+302—4Fe00H+ 熱NaOH (solid) + H20 - Na + + H + + H20 + 44.5kJ / Moule, therefore, can be combined with the reaction of the lime 13 chemically mature lime 12 to generate heat 201242908, using the dissolved heat of sodium hydroxide 15 as heat (vapor Power generation). (Embodiment 3) As shown in Fig. 1, in this embodiment, iron (not shown) is mixed in the drain. Therefore, the iron mixed in the drainage reacts with the dissolved oxygen and water and releases heat, so that the temperature of the water rises, and the atmosphere of the gas 5 and the hydrogen 3 is easily volatilized. The chemical reaction formula can be considered as follows. Since there are various statements about the calorific value itself, it is described herein as heat in the following formula. 4Fe + 3〇2 —^2Fe2〇3 + heat 4Fe+2H20+302—4Fe00H+ heat
Fe+3/2H20+3/40广 Fe(OH)3+ 熱 (實施形態4) 本實施形態係電解機構1不是如上述實施形態之有隔膜方 式而是無隔膜方式。 如第2圖所示,本實施形態之排水處理方法包含:使以無 隔膜電解機構1電解時由圓筒狀陰極電極16生成之氫氣3、與由 圓柱狀陽極電極17生成之氣氣5反應,來生成氣化氫氣體6之氯 化氫氣體生成步驟(氣化氫氣體生成區域Z1);及使前述氣化氫 氣體6溶解在排水7中之氣化氫氣體溶解步驟(氣化氫氣體溶解 區域Z2)。 然後,將已溶解有氣化氫氣體6之排水7循環至前述無隔膜 電解機構1。無隔膜電解機構1本身亦以泵P引出内部之水而循 環。因此,排水7會被淨化。 無隔膜電解機構1係在圓筒狀陰極電極16之内側配置圓柱 狀陽極電極17。此外,向電解機構1上方揮發之氫氣3(對空氣之 12 201242908 比重0.07)係藉上側之配管收集,且氣氣5(對空氣之比重2.49)藉 下側之配管依比重分開而分別捕集。接著,使該等氣體合流, 且在反應槽9藉電熱源10使其開始互相結合反應而使其變化成 氣化氫氣體6。 藉氫氣3與氣氣5之反應生成熱放熱之氣化氫氣體6被傳導 至下方冷卻水區域Z3,且加熱該冷卻水18(自來水)而產生蒸氣 19。此外,將該蒸氣19作為能量利用(例如發電)。 然後,使氣化氫氣體6溶解於排水7中。且再送至無隔膜電 解機構1中電解。 前述氫氣3係在無隔膜電解機構1之陰極電極16生成,但是 可使用氫鋼瓶(未圖示),或以氫氣鋼瓶補充在前述無隔膜電解 機構1之陰極電極17之不足部份。 接著,說明該排水處理方法的使用狀態。 因為該排水處理方法具有使氫氣3與以電解機構1電解時 之氣氣5反應而生成氣化氫氣體6的氣化氫氣體產生步驟(氯化 氫氣體生成區域Z1),所以氫氣3與氣氣5反應而生成氣化氫氣體 6。在此,因為氣化氫氣體6生成時產生如下式之大反應生成熱, 所以可以該反應生成熱作為熱能來利用能量。 1/2C12(氣體)+1/2Η2(氣體)—HC:l(氣體)+92.3kJ/莫耳 又,因為具有使前述氯化氫氣體6溶解於排水中之氣化氫 氣體溶解步驟(氣化氫氣體溶解區域Z2),所以可在水中摻入在 排水7中氯化氫氣體6電解後之氣離子及氫離子。 然後,因為使溶解有氯化氫氣體6之排水7送至前述電解機 構卜所以藉由以電解機構1將含有氯離子之排水7電解,氣(Cl2) 13 201242908 會在陽極側4生成。在此,前述氣(Cl2)由排水7中揮發而成為氣 氣3,或與水反應而生成次氣酸(HOC1)。 ci2 + H20 HC1 + HOC1 藉邊次氣酸,排水7中之污染成分(有機成分等)會被氧化分 解而淨化》又,排水會藉陽極電極16接受直接氧化作用而被分 解淨化。在此,如上述氣與水之化學反應式,排水中之氣(cl2) 與水反應而生成次氣酸(HOC1)及鹽酸(HC1),且藉增加前述鹽 1 pH傾向於酸性側。因此,由於下降,成為次氣酸(恥⑶ 變成氣(CD而容易由排水中揮發之環境。 (實施形態5) 在該電解機構,電解機構1可為有隔膜方式,亦可為無隔 膜方式。 如第3圖所示,本實施形態之排水處理方法包含:使以無隔 膜電解機構1電解時由圓筒狀陰極電極16生成之氫氣3、與由圓柱 狀陽極電極Π生成之氣氣5反應而生成氣化氫氣體(未圖示)之氣 化氫氣體生成步驟(獨立之另一步驟);及使前述氣化氮氣體溶解 在排水7中之氣化氫氣體溶解步驟(獨立之另-步驟)。無隔膜電解 機構1係以泵p引出内部之水而循環。 無隔膜電解機構1係在圓筒狀陰極電極16之内側配置圓柱 狀陽極電極17。此外,向電解機構i上方揮發之氫氣](對空氣之 比重0·07)係藉上側之配管收集,且氣氣5(對空氣之比重2 49)藉 下側之配管依比重分開而分別捕集。 然後,氣氣5吹入含有氫氧化鈉(Na〇H)之排水7而生成次氣 l(HOCl)。然後,在使氣氣生成時使氣氣由該排水7揮發。 201242908 另一方面,氫氣3係藉泵P暫時積存在氫氣貯存區域Z4,且在使 氯化氫氣體生成時,係由該貯存區域Z4供給氫氣。 接著,必要時使該等氣體合流,且使其開始互相結合反 應,並使其變化成氣化氫氣體(未圖示)。藉氫氣3與氯氣5之反 應生成熱放熱之氣化氫氣體,加熱水而產生蒸氣,將該蒸氣作 為能量利用(例如發電)。 然後,使氣化氫氣體溶解於排水7中。且再送至無隔膜電 解機構1中電解。 接著,說明該排水處理方法的使用狀態。 因為該排水處理方法具有使氫氣3與以電解機構1電解時 之氯氣5反應而生成氣化氫氣體的氣化氫氣體產生步驟(獨立之 另一步驟),所以氫氣3與氣氣5反應生成氯化氫氣體。此外,因 為氯化氫氣體生成時產生如下式之大反應生成熱,所以可以該 反應生成熱作為熱能來利用能量。 1/2C12(氣體)+1/2Η2(氣體)->HCl(氣體)+ 92.3kJ/莫耳 又,因為具有使前述氣化氫氣體溶解於排水中之氣化氫氣 體溶解步驟(獨立之另一步驟),所以可在水中摻入在排水7中氣 化氫氣體電解後之氯離子及氫離子。 進一步,因為將已溶解有氣化氫氣體6之排水7送至前述電 解機構1,所以藉由以電解機構1將含有氣離子之排水7電解, 氯(Cl2)會在陽極側生成。在此,前述氣(Cl2)由排水7中揮發而成 為氯氣3,或與水反應而生成次氯酸(HOC1)。Fe + 3 / 2 H 20 + 3 / 40 wide Fe (OH) 3 + heat (Embodiment 4) In the present embodiment, the electrolysis mechanism 1 is not a diaphragm type as in the above embodiment, but has no diaphragm method. As shown in Fig. 2, the wastewater treatment method according to the present embodiment includes: reacting the hydrogen gas 3 generated by the cylindrical cathode electrode 16 with the gas gas 5 generated by the cylindrical anode electrode 17 when electrolyzing without the diaphragm electrolysis mechanism 1 a hydrogen chloride gas generating step (vaporizing hydrogen gas generating region Z1) for generating a vaporized hydrogen gas 6; and a vaporizing hydrogen gas dissolving step for dissolving the vaporizing hydrogen gas 6 in the drain 7 (a gasification hydrogen gas dissolution region) Z2). Then, the drain 7 in which the hydrogen sulfide gas 6 has been dissolved is circulated to the aforementioned diaphragmless electrolysis mechanism 1. The diaphragmless electrolysis mechanism 1 itself also circulates with the pump P drawing the water inside. Therefore, the drain 7 will be purified. In the diaphragmless electrolysis mechanism 1, a cylindrical anode electrode 17 is disposed inside the cylindrical cathode electrode 16. In addition, the hydrogen gas 3 (the specific gravity of the air 12 201242908 is 0.07) which is volatilized above the electrolysis mechanism 1 is collected by the piping on the upper side, and the gas 5 (the specific gravity of the air is 2.49) is separately collected by the piping of the lower side by the specific gravity. . Then, the gas is merged, and the reaction source 9 is caused to start to react with each other by the electric heat source 10 to change it into a vaporized hydrogen gas 6. The vaporized hydrogen gas 6 which generates heat exotherm by the reaction of the hydrogen gas 3 with the gas gas 5 is conducted to the lower cooling water zone Z3, and the cooling water 18 (tap water) is heated to generate the vapor 19. Further, the vapor 19 is utilized as energy (for example, power generation). Then, the hydrogen sulfide gas 6 is dissolved in the drain 7. And it is sent to the electrolysis in the diaphragmless electrolysis mechanism 1. The hydrogen gas 3 is generated in the cathode electrode 16 of the diaphragmless electrolysis mechanism 1, but a hydrogen cylinder (not shown) may be used, or a hydrogen cylinder may be used to supplement the insufficient portion of the cathode electrode 17 of the diaphragmless electrolysis mechanism 1. Next, the state of use of the wastewater treatment method will be described. Since the wastewater treatment method has a gasification hydrogen gas generation step (hydrogen chloride gas generation region Z1) in which the hydrogen gas 3 is reacted with the gas gas 5 at the time of electrolysis by the electrolysis mechanism 1 to generate the vaporized hydrogen gas 6, the hydrogen gas 3 and the gas gas 5 are The reaction produces a hydrogenated gas gas 6. Here, since the reaction heat generation reaction of the following formula occurs when the vaporized hydrogen gas 6 is generated, the reaction heat can be utilized as heat energy to utilize the energy. 1/2C12 (gas) + 1/2 Η 2 (gas) - HC: 1 (gas) + 92.3 kJ / mol, because of the gasification hydrogen gas dissolution step (hydrogenation of hydrogen) for dissolving the aforementioned hydrogen chloride gas 6 in the drainage Since the gas is dissolved in the zone Z2), the gas ions and hydrogen ions after the electrolysis of the hydrogen chloride gas 6 in the drain 7 can be incorporated in the water. Then, since the drain 7 in which the hydrogen chloride gas 6 is dissolved is sent to the electrolysis mechanism, the drain 7 containing chlorine ions is electrolyzed by the electrolysis mechanism 1, and the gas (Cl2) 13 201242908 is generated on the anode side 4. Here, the gas (Cl2) is volatilized by the drain 7 to become the gas 3, or reacts with water to form a sub-gas (HOC1). Ci2 + H20 HC1 + HOC1 By the secondary gas, the contaminated components (organic components, etc.) in the drainage 7 are purified by oxidation and decomposition. Further, the drainage is decomposed and purified by the direct oxidation of the anode electrode 16. Here, as in the above chemical reaction formula of gas and water, the gas (cl2) in the wastewater reacts with water to form a sub-gas acid (HOC1) and hydrochloric acid (HC1), and by increasing the salt 1 pH tends to be acidic. Therefore, due to the decrease, it becomes a sub-gas acid (shame (3) becomes gas (CD is easily volatized by drainage). (Embodiment 5) In the electrolysis mechanism, the electrolysis mechanism 1 may have a diaphragm method or a diaphragm-free method. As shown in Fig. 3, the wastewater treatment method according to the present embodiment includes hydrogen gas 3 generated by the cylindrical cathode electrode 16 and gas generated by the cylindrical anode electrode 5 when electrolyzed by the diaphragmless electrolysis mechanism 1 a step of generating a vaporized hydrogen gas (not shown) by reacting to generate a vaporized hydrogen gas (not shown); and a step of dissolving the vaporized hydrogen gas in which the vaporized nitrogen gas is dissolved in the drain 7 (independently -Step) The diaphragmless electrolysis mechanism 1 circulates by introducing water from the inside of the pump p. The diaphragmless electrolysis mechanism 1 is provided with a cylindrical anode electrode 17 inside the cylindrical cathode electrode 16. Further, volatilization is performed above the electrolysis mechanism i The hydrogen gas (the specific gravity to the air is 0·07) is collected by the piping on the upper side, and the gas 5 (the specific gravity to the air is 2 49) is separately collected by the piping of the lower side by the specific gravity. Then, the gas 5 is blown. Into the row containing sodium hydroxide (Na〇H) Then, a secondary gas l (HOCl) is generated. Then, the gas is volatilized from the drainage 7 when the gas is generated. 201242908 On the other hand, the hydrogen gas 3 is temporarily accumulated in the hydrogen storage region Z4 by the pump P, and the hydrogen chloride is made At the time of gas generation, hydrogen gas is supplied from the storage region Z4. Then, if necessary, the gases are combined and started to react with each other and changed to a vaporized hydrogen gas (not shown). The reaction of chlorine gas 5 generates a heat exothermic hydrogenated gas, heats the water to generate steam, and uses the vapor as energy (for example, power generation). Then, the hydrogen sulfide gas is dissolved in the drain 7 and sent to the diaphragmless electrolysis mechanism. Next, the state of use of the wastewater treatment method will be described. The wastewater treatment method has a gasification hydrogen gas generation step of generating a gasification hydrogen gas by reacting hydrogen gas 3 with chlorine gas 5 which is electrolyzed by the electrolysis mechanism 1. In another step), the hydrogen gas 3 reacts with the gas gas 5 to generate hydrogen chloride gas. Further, since hydrogen chloride gas is generated, a large reaction heat is generated as shown in the following formula, so Heat is generated as heat energy to utilize energy. 1/2C12 (gas) + 1/2 Η 2 (gas) - > HCl (gas) + 92.3 kJ / mol, because it has a gas for dissolving the aforementioned hydrogen sulfide gas in the drainage. The hydrogen gas gas dissolving step (another independent step), so that chlorine ions and hydrogen ions after electrolysis of the vaporized hydrogen gas in the drain 7 can be incorporated in the water. Further, since the hydrogenated gas 6 is dissolved 7 is sent to the electrolysis mechanism 1, so that the drainage 7 containing the gas ions is electrolyzed by the electrolysis mechanism 1, and chlorine (Cl2) is generated on the anode side. Here, the gas (Cl2) is volatilized from the drainage 7 to become chlorine. 3, or react with water to produce hypochlorous acid (HOC1).
Cl2 + H20 — HC1 + HOC1 藉該次氣酸,排水7中之污染成分(有機成分等)會被氧化分 15 201242908 解而淨化。又,排水會藉陽極電極16接受直接氧化作用而被分 解淨化。在此,如上述氣與水之化學反應式,排水中之氣(Cl2) 與水反應而生成次氣酸(HOC1)及鹽酸(HC1),且藉增加前述鹽 酸,pH傾向於酸性側。因此,由於pH下降,成為次氣酸(HOC1) 變成氣(Cl2)而容易由排水中揮發之環境。 產業上之可利用性 由於可更充分有效利用電解時產生之氣體,所以可適用於 各種排水處理方法之用途。 C圖式簡單說明3 第1圖是本發明之排水處理方法之實施形態1〜3的說明圖。 第2圖是本發明之排水處理方法之實施形態4的說明圖。 第3圖是本發明之排水處理方法之實施形態5的說明圖。 【主要元件符號說明】 1...電解機構;有隔膜電解機 11...生石灰 構;無隔膜電解機構 12...熟石灰 2...陰極側 13...能量產生機構 3...氫氣 14...蒸氣發電機 4...陽極側 15...氫氧化鈉 5...氣歲! 16...陰極電極 6...氣化氫氣體 17...陽極電極 7...高濃度廢液;排水 18...冷卻水(自來水) 8...離子交換膜 19...蒸氣 9...反應槽 D...廢棄物排放管 10...熱源 M...馬達 16 201242908 p...; w·. Zl.. 襄 Z2...氣化氫氣體溶解區域 自來水 Z3...冷卻水區域 .氣化氫氣體生成區域 Z4…貯存區域 17Cl2 + H20 — HC1 + HOC1 With this gas acid, the polluting components (organic components, etc.) in the drain 7 will be purified by the oxidation of 15 201242908. Further, the drainage is decomposed and purified by the direct oxidation of the anode electrode 16. Here, as in the above chemical reaction formula of gas and water, the gas (Cl2) in the wastewater reacts with water to form a sub-gas acid (HOC1) and hydrochloric acid (HC1), and by increasing the aforementioned hydrochloric acid, the pH tends to be acidic. Therefore, since the pH is lowered, it becomes an environment in which the sub-gas acid (HOC1) becomes gas (Cl2) and is easily volatilized by the drainage. Industrial Applicability Since the gas generated during electrolysis can be more fully utilized, it can be applied to various drainage treatment methods. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is an explanatory view showing Embodiments 1 to 3 of the drainage treatment method of the present invention. Fig. 2 is an explanatory view showing a fourth embodiment of the drainage treatment method of the present invention. Fig. 3 is an explanatory view showing a fifth embodiment of the drainage treatment method of the present invention. [Description of main component symbols] 1...Electrolysis mechanism; diaphragm electrolyzer 11...lime structure; diaphragmless electrolysis mechanism 12...slaked lime 2...cathode side 13...energy generating mechanism 3... Hydrogen 14... Steam generator 4... Anode side 15... Sodium hydroxide 5... 16...cathode electrode 6...vaporized hydrogen gas 17...anode electrode 7...high concentration waste liquid;drain 18...cooling water (tap water) 8...ion exchange membrane 19... Vapor 9...Reaction tank D...Waste discharge pipe 10...Heat source M...Motor 16 201242908 p...; w·. Zl.. 襄Z2... Gasification hydrogen gas dissolved area tap water Z3... Cooling water area. Gasification hydrogen gas generation area Z4... Storage area 17
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JPS524472A (en) * | 1975-06-23 | 1977-01-13 | Iwane Fujii | Method of storing heat energy by using reversible chemical reaction cy cles |
JPS5285728A (en) * | 1976-01-09 | 1977-07-16 | Akinobu Ueno | Heat accumulator |
FR2525202A1 (en) * | 1982-04-19 | 1983-10-21 | Lorraine Carbone | CALORIE RECOVERY DEVICE WITH GENERATION OF WATER VAPOR ADAPTABLE TO SYNTHESIS UNITS OF HYDROCHLORIC ACID |
JPS63315129A (en) * | 1987-06-16 | 1988-12-22 | Daido Steel Co Ltd | Process for treating incinerator flue gases |
JP2704629B2 (en) * | 1988-06-15 | 1998-01-26 | バブコツク日立株式会社 | Electrodialysis machine |
JPH10140384A (en) * | 1996-09-15 | 1998-05-26 | Yoshiya Okazaki | Device for simultaneously generating strongly alkaline water and hypochlorous acid sterilizing water by electrolysis |
JP2005066411A (en) * | 2003-08-20 | 2005-03-17 | Toshiba Corp | Method and apparatus for treating hydrochloric acid-containing waste liquid |
JP2005262051A (en) * | 2004-03-17 | 2005-09-29 | Takuma Co Ltd | Method and system for recovering carbon dioxide |
TW201006769A (en) * | 2008-08-12 | 2010-02-16 | Wei Fang | Saltless electrolyzed water generating apparatus |
JP2011011167A (en) * | 2009-07-03 | 2011-01-20 | Omega:Kk | Wastewater treatment method |
JP2011056345A (en) * | 2009-09-07 | 2011-03-24 | Toshiba Corp | Desalination system |
JP2012179512A (en) * | 2011-02-28 | 2012-09-20 | Omega:Kk | Electrolyzing method |
-
2011
- 2011-03-18 JP JP2011060900A patent/JP5660946B2/en active Active
-
2012
- 2012-03-14 KR KR1020120026035A patent/KR20120106601A/en not_active Application Discontinuation
- 2012-03-15 TW TW101108864A patent/TWI448435B/en not_active IP Right Cessation
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TWI448435B (en) | 2014-08-11 |
JP2012196601A (en) | 2012-10-18 |
JP5660946B2 (en) | 2015-01-28 |
KR20120106601A (en) | 2012-09-26 |
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