TW200806588A - Processing method and equipment of waste water containing insoluble materials - Google Patents

Processing method and equipment of waste water containing insoluble materials Download PDF

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Publication number
TW200806588A
TW200806588A TW96119296A TW96119296A TW200806588A TW 200806588 A TW200806588 A TW 200806588A TW 96119296 A TW96119296 A TW 96119296A TW 96119296 A TW96119296 A TW 96119296A TW 200806588 A TW200806588 A TW 200806588A
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Taiwan
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insoluble matter
wastewater
waste water
activated sludge
sludge
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TW96119296A
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Chinese (zh)
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Kijima Junji
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Asahi Organic Chem Ind
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/12Activated sludge processes
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Life Sciences & Earth Sciences (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Activated Sludge Processes (AREA)

Abstract

To provide a processing method of organic waste water that is able to improve and suppress both phenomena of non-filamentous bulking and filamentous bulking, easily, without any additives, and in a short time. Activated sludge is mixed with the organic waste water containing insoluble materials, then dispersion treatment is applied to the waste water for distribute the insoluble materials and the activated sludge minutely in the waste water. Next, biological treatment is applied to the waste water.

Description

200806588 九、發明說明: 【發明所屬之技術領域】 本發明關於一種生物處理含有不溶性物質的廢水的方 法及其裝置。詳言之,特別關於一種不使用藥劑,便可改 二抑制非線性%脹和線性膨脹的兩種現象用的廢水處理 , 方法及裝置。 【先前技術】 作為對含有不溶性物質的廢水進行生物處理的方法,一 籲般採用浮游生物法及生物膜法,其中,尤以浮游生物法之 一的活性污泥法一般廣為人知。 活性污泥法的處理方式有多種,圖9表示活性污泥法中 具有代表性的處理步驟。含有不溶性物質的廢水24,經 由流入步驟25被導入到生物處理步驟26中,透過處理水 ^離步驟27分離成上澄液28和污泥29。上澄液28經消 f步驟(未圖示)消毒後放流,污泥29經濃縮、貯留步 _驟^未圖示)處理後,向處理體系外以剩餘污泥3〇送出。 这種活性5泥法容易受到流人廢水的種類、負載的變化 及水溫變化等的影響,容易發生沉降分離性惡化,即所謂 ^ I脹現象。這種⑯脹現象,通常包括非線性膨脹和線性 膨:’非線性膨脹為:油脂附著在活性污泥塊⑴〇 c k )上, 使得比重降低;線性膨脹是在線性細菌優先發生時產生。 f發生線性膨脹時,因沉降分離性惡化,由此需要使用大 里的/儿降促進劑,或者需要加大沉降分離槽,導致成本增 加、廢水處理設備操作困難等問題。 312ΧΡ/^^^^·(ΜίΦ)/96-09/96119296 5 200806588 口此專利文獻1中 一 理方法,其中有不溶性物質的廢水處 /、 岭性物質為油脂,油脂 的不溶性物質中且补# # Μ仏# 疋孕乂易於么生私脹 r而传里八吟的物質,該處理方法為不分離油 月曰而使其分散於廢水中的生物處理方法。 另一方面,關於改善線性膨脹的方法,已 _内的吸Γ加⑽氣槽内液作為設置在曝氣 =到曝氣槽内,同時透過上述栗來截:^ 細囷的方法(參考專利文獻2)。 膨: = =_膨脹或如專利文獻2所述的線性 高速产拌八散擁了又槽内的沉殿污泥流入進行機械攪拌的 间速躲以財,此處透過分散處理μ 後’再將分散處理污泥流人至前段反應射 ^ = 觸的方法(參考專利文獻3)。 ”京尺接 (專利文獻1)曰本專利特公平6_77755號公報 (專利文獻2)日本專利特開昭55_155796號公報 (專利文獻3)日本專利特開2〇〇4_33781 1號 【發明内容】 (發明所欲解決之問題) 然而,上述專利文獻1的方法中只能透過空氣進行混合 攪拌,因此油脂在廢水中的分散程度降低,幾乎不被乳 化,存在不能透過生物分解處理廢水中的油脂的問題Y並 且’更不能達到改善線性膨服的目的。 、 312XP/發明說明書(補件)/96-09/96119296 6 200806588 另方面使用改善線性膨服用的膨服抑制劑的方法 中L若要恢復到正常運轉狀態’則需要兩周左右的時間, 在這期間無法進行實質的廢水處理。 此外,在專利文獻2的方法中,因噴射器設置於曝氣槽 内’與散氣管方式同樣地,具有噴射器堵塞的危險性,此 外依照噴射器的設置水深’則亦可能吸收不到空氣。對 此,’有必要透過送風機等進行加壓,結果,由於透過送風 機等送出用於曝氣的空氣或者氧氣等,因而增加了勒期成 本和運轉成本。另外,即便可以改善線性膨服 善非線性膨脹。 此改 更進步,在專利文獻3的方法中,雖然進行將污泥 小徑化的分散處理,但不能進行含有不溶性物質的廢水的 細化處理,因此含有不溶性物質的廢水中的油脂附著在小 =切泥塊或生物膜表面上,惡化了氧氣、基質及營養源 f的次祕,存在不能充分進行除油脂以外的有機物處理 的新問題。 蠢於以上的現有技術的問題,本發明的目的在於提供一 理方法及處理裝置’其中不但促進了含有不溶性 廢水的生物處理’同時不需加入藥劑,能夠短時間 内谷易地改舂、抑制非線性膨脹及線性膨脹之兩種現象。 (解決問題之手段) 八^明的第-特徵健供__用活性污泥的作用對 二有不溶性物質的廢水進行生物處理的處理方法,在 各有不溶性物質的廢水混合活性污泥,在該廢水中細化並 312ΧΡ/^Η^ΐ^^^(^φ)/96-〇9/96119296 7 200806588 分散不溶性物質和活性污泥後.,進行生物處理。 本發明的第二特徵係提供一種利用活性污泥的作用對 含有不溶性物質的廢水進行生物處理的處理方法,在該廢 水中細化並分散在該廢水中所含的不溶性物質,其次將經 “細化分散處理的活性污泥混合到該廢水後,進行生物處 ,理0 在上述的本發明中,較佳例係包含下述構成。 上述含有不溶性物㈣廢水處理方法,至少包括含有不 籲溶性物質的廢水流入步驟、生物處理步驟及處理水分離步 驟。 上述活性污泥從上述生物處理步驟或上述處理水分離 步驟被移达,而混合於上述不溶性物質。分散前的廢水中。 上述活性污泥對於上述含有不溶性物^質的廢水之混合 比,依容量基準係大於5%,且在5〇%以下。 上述不溶性物質為油脂類。 馨本發明的第三特徵係提供一種含有不溶性物質的廢水 處理裝置,該裝置由分散震置構成,該分散裝置具備:導 入含有不溶性物質之廢水的廢水導入管及/或導入活性污 .泥之污泥導入管;具有該廢水導入管及/或該污泥導入管 的水槽,可暫時積存經導入的該含有不溶性物質的廢水及 /或該活性污泥;在該水槽中對積存的該含有不溶性物質 的廢水及/或該活性污泥進行細化、分散的分散機器;移 送經分散處理的處理水的移送管。 (發明效果) 312ΧΡ/發明說明書(補件)/96-09/96119296 8 200806588 本發明透過如上構成,得到如下的優異的效果。 =含有轉性物㈣廢水進行生物處理的廢水處理方 法中,透過分«置來細化、分散處理不溶性物f及活性 >可泥,促進活性污泥對含有不溶性物質的廢水的生物處 ,:r:改ί、抑制由於活性污泥的比重下降而引起的非線 攻服現象。更進—步’透過分散裝置來細化、分散處理 活性π泥’線性細gm污泥塊脫離,改善沉降分離 性’亦可改善、抑制線性膨脹現象。200806588 IX. Description of the Invention: [Technical Field of the Invention] The present invention relates to a method and apparatus for biologically treating wastewater containing insoluble matter. In particular, it relates in particular to a wastewater treatment, method and apparatus for suppressing two phenomena of nonlinear % expansion and linear expansion without using a chemical. [Prior Art] As a method of biologically treating waste water containing insoluble matter, a planktonic method and a biofilm method are generally used, and among them, an activated sludge method which is particularly one of the planktonic methods is generally known. There are various treatment methods for the activated sludge process, and Fig. 9 shows a representative treatment step in the activated sludge process. The waste water 24 containing the insoluble matter is introduced into the biological treatment step 26 through the inflow step 25, and separated into the supernatant liquid 28 and the sludge 29 by the treatment water from the step 27. The supernatant liquid 28 is sterilized and discharged after the elimination step (not shown), and the sludge 29 is concentrated and stored in a step _ a step (not shown), and then sent out to the outside of the treatment system with 3 minutes of excess sludge. The active 5 mud method is susceptible to changes in the type of the human waste water, the change in load, the change in water temperature, and the like, and the sedimentation separation property is likely to be deteriorated, that is, the so-called swelling phenomenon. This 16-bulging phenomenon usually involves nonlinear expansion and linear expansion: 'non-linear expansion is: grease adheres to the activated sludge block (1) 〇 c k ), causing a decrease in specific gravity; linear expansion occurs when linear bacteria preferentially occur. When linear expansion occurs in f, the sedimentation separation property is deteriorated, so that it is necessary to use a large/child descending accelerator, or it is necessary to increase the sedimentation separation tank, resulting in problems such as an increase in cost and difficulty in operation of the wastewater treatment facility. 312ΧΡ/^^^^·(ΜίΦ)/96-09/96119296 5 200806588 This patent document 1 is a method in which the waste water of insoluble matter/the lingering substance is oil and fat, and the insoluble matter of oil and fat is supplemented. # # Μ仏# 疋 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 乂 生物 生物 生物On the other hand, regarding the method of improving the linear expansion, the liquid in the tank is added as a method of setting the aeration in the aeration tank to the aeration tank, and at the same time, through the above-mentioned pump: Literature 2). Expansion: = = _ expansion or the linear high-speed production of the mixed water as described in Patent Document 2, and the inflow of the sinking sludge in the tank to carry out the mechanical stirring of the intermediation speed, here by the dispersion treatment μ A method of dispersing the sludge to flow to the front stage reaction (refer to Patent Document 3). Japanese Patent Laid-Open Publication No. Hei. No. Hei. No. Hei. No. Hei. No. Hei. No. Hei. No. Hei. The problem to be solved by the invention. However, in the method of Patent Document 1, only the air can be mixed and agitated, so that the degree of dispersion of the oil and fat in the waste water is lowered, and it is hardly emulsified, and there is a possibility that the oil in the waste water cannot be treated by biodegradation. Problem Y and 'more can not achieve the purpose of improving linear expansion. 312XP / invention manual (supplement) / 96-09/96119296 6 200806588 Another way to improve the linear expansion of the swelling inhibitor is to recover In the normal operation state, it takes about two weeks, and substantial wastewater treatment cannot be performed during this period. Further, in the method of Patent Document 2, since the ejector is installed in the aeration tank, the method is the same as that of the air diffusion pipe method. There is a danger of clogging of the ejector, and in addition, depending on the set water depth of the ejector, it may not absorb air. In this case, it is necessary to pass through a blower, etc. As a result of the pressurization, the air or oxygen for aeration is sent through a blower or the like, thereby increasing the cost of the period and the running cost. In addition, even if the linear expansion is improved, the nonlinear expansion is improved. In the method of Patent Document 3, the dispersion treatment for reducing the diameter of the sludge is performed, but the refining treatment of the wastewater containing the insoluble matter cannot be performed. Therefore, the oil and fat in the wastewater containing the insoluble matter adheres to the small = cut mud or organism. On the surface of the film, the secondary secret of oxygen, the substrate, and the nutrient source f is deteriorated, and there is a new problem that the organic matter other than the oil and fat cannot be sufficiently treated. Strange the above problems of the prior art, the object of the present invention is to provide a method and The treatment device's not only promotes the biological treatment of insoluble wastewater, but also does not need to add a chemical agent, and can easily change the grain in a short time, and suppress the two phenomena of nonlinear expansion and linear expansion. (Means for solving the problem) The first characteristic of the Mingjian __The biological treatment of the wastewater with two insoluble substances by the action of activated sludge Method, mixing activated sludge in waste water with insoluble matter, refining in the wastewater and 312ΧΡ/^Η^ΐ^^^(^φ)/96-〇9/96119296 7 200806588 Dispersing insoluble matter and activated sludge The second feature of the present invention provides a treatment method for biologically treating waste water containing insoluble matter by the action of activated sludge, which is refined and dispersed in the waste water. In the insoluble matter, the activated sludge which has been subjected to the refinement and dispersion treatment is mixed with the waste water to carry out the biological treatment. In the above-described invention, the preferred embodiment includes the following constitution. The above-mentioned method for treating wastewater containing insoluble matter (IV) includes at least a wastewater inflow step containing a non-dissolvable substance, a biological treatment step, and a treatment water separation step. The activated sludge is transferred from the biological treatment step or the treated water separation step described above, and is mixed with the insoluble matter. In the wastewater before dispersion. The mixing ratio of the activated sludge to the wastewater containing the insoluble matter is more than 5% by volume and less than 5% by volume. The above insoluble matter is a fat or oil. The third feature of the present invention provides a waste water treatment apparatus containing an insoluble matter, which is composed of a dispersion device comprising: a waste water introduction pipe for introducing waste water containing insoluble matter and/or introducing an active sewage. a sludge introduction pipe; a water tank having the wastewater introduction pipe and/or the sludge introduction pipe, which can temporarily store the introduced waste water containing insoluble matter and/or the activated sludge; and the inclusion of the accumulated in the water tank The waste water of the insoluble matter and/or the dispersing machine for refining and dispersing the activated sludge; and the transfer pipe for transferring the treated water by the dispersion treatment. (Effect of the Invention) 312ΧΡ/Invention Manual (Supplement)/96-09/96119296 8 200806588 The present invention has the following excellent effects by the above configuration. = In the wastewater treatment method containing the transgenic material (IV) wastewater for biological treatment, the insoluble matter f and the activity can be refined by dispersing and dispersing, and the biological sludge of the activated sludge to the wastewater containing the insoluble matter is promoted. :r: Change the pressure to suppress the non-linear attack caused by the decrease in the specific gravity of the activated sludge. Further, the step of refining and dispersing the active π mud 'linear fine gm sludge block by the dispersing device to improve the sedimentation separation' can also improve and suppress the linear expansion phenomenon.

〜由此’透過使用本發明,;^需加人藥劑,可在短時間内 容易地改善、抑制非線性膨脹現象及線性膨脹現象,可大 大地提高廢水處理設備運轉的穩定性。 【實施方式】 本發明的不溶性物質係指油脂類或蛋白質或澱粉等的 凝膠狀物質等。 此外’本發明的油脂類為動植物油或礦物油。 以下’參考圖式說明本發明的實施形態,但本發明並不 限於本實施形態。 (實施形態1) 圖1為表示本發明的第一實施形態的處理流程圖。 如圖1所示,本實施形態由流入含有不溶性物質的廢水 1的流入步驟2、分散步驟3、生物處理步驟4及處理水 分離步驟5構成。 在本實施形態中,分散步驟3在流入步驟2之後,但分 散步驟3不是僅限於流入步驟2之後,可設置在任意位 312XP/發明說明書(補件)/96-09/961192% 9 200806588 二=生t質的廢水1和活性污泥7的-部分即可,例 卜,入步驟2之前,更可設置在流入步驟2的過 矛王中。此外’雖返送污泥8的— 3 , - x sp ^ v , 邛刀之返达處為分散步驟 :二Λ 步驟3中’可設置於分散步驟3之前的 邱L隹一’只要能夠在分散步驟3中對返送污泥8的-邛刀進仃細化、分散處理即可。 ,物第一實施形態的作用。在圖1中,含有不溶性 牛缺…首 生成的位置透過由官路等構成的流入 二驟2㈣人至分散步驟3中。在分散步驟3中對含 =㈣質的廢水i中的不溶性物質進行細化、分散處理 後^夕运至生物處理步驟4。在生物處理步驟4中,含 不溶性物質的廢水1在生物處理步驟4的曝氣槽等生物處 理槽中被處理。經生物處理的處理水被移送至處理水分離 步驟5中。經生物處理的處理水在處理水分離步驟 分離為上澄液6和活性污泥7,活性污泥7的一部份作為 返送污泥8而被導人到生物處理步驟4、分散步驟3中7 在分散步驟3中對返送污泥8的一部分進行細化並分散處 理後,在生物處理槽中被進行生物處理。此外,在分散二 :3中被分散處理的活性污泥並非只是返送污泥8二二 分,也包括從生物處理步驟4導入的活性污泥。此外,活 性巧泥7的一部分經濃縮、積存步驟(未圖示),作為剩 餘π泥9搬出至處理體系之外。此外,上澄液6經消主+ 驟(未圖示)被消毒後放流。 货’乂 312XP/發鴨明書(補件)/96-09/96119296 10 200806588 此外,對返送污泥8之—部份進行 分 例’係對於分散處理的含有不溶性物質的廢的比 =最好大於5%,且在5。%以下。為了透過細化、 里# u, , t π 欢果及改善、抑制非線性膨脹效 m列衷好大於5%,當處理量增加時,其裝置也變 ,因此為了防止分散裝置的設置空間的增大以及製 本的增加,其比例最好在50%以下。 、利时散裝置來細化、分散處理不溶性物質以及活性污 泥々7’藉此提高不溶性物質以及活性污泥7之間的接觸效 /率等,含有不溶性物質的廢水i的活性污泥處理良好進 打’與習知技術㈣,可得到更高的廢水處理性能。其結 果,可充分地對成為降低活性污泥比重的原因之一的油脂 進仃生物處理,可改善、抑制由於活性污泥比重的降低所 導致的非線性膨脹現象。更進一步,雖詳細的機構尚不明 確,但透過分散裝置,將活性污泥7細化、分散處理,線 性細菌從活性污泥7塊脫離,透過由該塊和線性細菌保持 的間隙水之開放,可改善沉降分離性,亦可改善、抑制線 性膨脹現象。 為了實現本發明中含有不溶性物質的廢水處理方法,若 使用以下的處理裝置,可更有效地進行。雖根據圖2說明 本發明的處理裝置的一個實施形態,但並不限於本實施形 態。 、 圖2表示第一實施形態的處理裝置的示意圖。在圖2 中’元件符號10是滯留含有不溶性物質的廢水1和部分 312XP/發明說明書(補件)/96•㈣6119296 11 200806588 返送污泥8的水槽,元件符號18是水槽10中之侧壁。在 水槽10的上方側配置有朝水槽1 〇導入廢水的廢水導入管 U和導入部分返送污泥8的污泥導入管12,在水槽1 〇的By using the present invention, it is possible to easily improve and suppress the nonlinear expansion phenomenon and the linear expansion phenomenon in a short period of time, and the stability of the operation of the wastewater treatment equipment can be greatly improved. [Embodiment] The insoluble matter of the present invention means a gelatinous substance such as oils and fats, protein or starch, or the like. Further, the oil and fat of the present invention is an animal or vegetable oil or a mineral oil. The embodiments of the present invention will be described below with reference to the drawings, but the present invention is not limited to the embodiments. (Embodiment 1) FIG. 1 is a flowchart showing a process of a first embodiment of the present invention. As shown in Fig. 1, this embodiment is composed of an inflow step 2, a dispersion step 3, a biological treatment step 4, and a treatment water separation step 5 in which the wastewater 1 containing the insoluble matter flows. In the present embodiment, the dispersing step 3 is after the inflow step 2, but the dispersing step 3 is not limited to the inflow step 2, and may be set at any position 312XP/invention specification (supplement)/96-09/961192% 9 200806588 = The part 1 of the raw material 1 and the activated sludge 7 may be, for example, before the step 2, it may be placed in the invader of the inflow step 2. In addition, although the return of the sludge 8 - 3 , - x sp ^ v , the return of the file is a dispersion step: two steps in the step 3 can be set before the dispersion step 3, as long as it can be dispersed In the step 3, the boring tool for returning the sludge 8 may be refined and dispersed. The role of the first embodiment. In Fig. 1, the position containing the insoluble bovine deficiencies is transmitted through the flow of the second step (4) to the dispersion step 3. In the dispersion step 3, the insoluble matter in the wastewater i containing the ? (tetra) is refined and dispersed, and then transported to the biological treatment step 4. In the biological treatment step 4, the wastewater 1 containing the insoluble matter is treated in a biological treatment tank such as an aeration tank of the biological treatment step 4. The biologically treated treated water is transferred to the treated water separation step 5. The biologically treated treated water is separated into the supernatant liquid 6 and the activated sludge 7 in the treatment water separation step, and a part of the activated sludge 7 is introduced as a return sludge 8 to the biological treatment step 4, the dispersion step 3 7 In the dispersion step 3, a part of the returned sludge 8 is refined and dispersed, and then biologically treated in the biological treatment tank. Further, the activated sludge which is dispersed and treated in the dispersion of 2:3 is not only the return sludge 82.2, but also the activated sludge introduced from the biological treatment step 4. Further, a part of the active mud 7 is concentrated and stored (not shown), and is left as the remaining π mud 9 out of the treatment system. In addition, the supernatant liquid 6 is disinfected and discharged after being eliminated by the main + step (not shown). The goods '乂312XP/发鸭明书(补件)/96-09/96119296 10 200806588 In addition, the part of the return sludge 8 is divided into the ratio of the waste containing the insoluble matter to the dispersion treatment = most It is better than 5% and at 5. %the following. In order to prevent the non-linear expansion effect by refining, lining, and improving and suppressing the nonlinear expansion effect, the device is also more than 5%. When the amount of treatment increases, the device also changes, so in order to prevent the installation space of the dispersing device. The increase and the increase in cost are preferably less than 50%. In order to refine and disperse the insoluble matter and the activated sludge 々7', the contact efficiency/rate between the insoluble matter and the activated sludge 7 is improved, and the activated sludge treatment of the wastewater i containing the insoluble matter is performed. Good access to 'with the well-known technology (four), can get higher wastewater treatment performance. As a result, it is possible to sufficiently treat the fat and oil which is one of the causes of lowering the specific gravity of the activated sludge, and to improve and suppress the nonlinear expansion phenomenon caused by the decrease in the specific gravity of the activated sludge. Further, although the detailed mechanism is not clear, the activated sludge 7 is refined and dispersed by the dispersing device, and the linear bacteria are detached from the activated sludge 7 through the opening of the interstitial water maintained by the block and the linear bacteria. It can improve sedimentation separation and can also improve and suppress linear expansion. In order to realize the wastewater treatment method containing the insoluble matter in the present invention, the following treatment apparatus can be used more efficiently. Although an embodiment of the processing apparatus of the present invention will be described with reference to Fig. 2, it is not limited to the present embodiment. Fig. 2 is a schematic view showing the processing apparatus of the first embodiment. In Fig. 2, the component symbol 10 is a water tank 1 in which the insoluble matter is retained and a portion 312XP/invention specification (supplement)/96•(d) 6119296 11 200806588. The water tank 8 is returned, and the reference numeral 18 is a side wall in the water tank 10. On the upper side of the water tank 10, a waste water introduction pipe U for introducing waste water into the water tank 1 and a sludge introduction pipe 12 for introducing the partial return sludge 8 are disposed in the water tank 1

1U T 下方侧設置有用於移送處理水的移送管 元件符號13為由攪拌葉14、驅動部15、空氣管16、流 通官17構成的分散機器。透過驅動部15旋轉攪拌葉i 4 產生負壓’在成為該負壓的中心部的位置上設置有一端辟 口的空氣管16。更進一步,在攪拌葉14的旋轉中心部纪 垂直上方侧,設置有流通管17,流通管17的上端部以向 水面附近開口的方式配置,下端朝向相當於攪拌葉14中 心部的吸入部分之位置開口的方式配置。 此外,在本實施形態中,分散機器13係採用攪拌葉14 只要能將不溶性物質及部分返送污泥8進行細化、分散處 ,,則任何機器皆可,可為採用超音波的機器、,也可利用 管線用攪拌機等的靜力混合器,沒有特別的限定。 =以亡的構成,分散機器13具有以下的作用。透過 廢水*入管11將含有不溶性物質的廢水!、經由污泥導 =官㈣部分返送污泥8分別導入於切1〇中,混合含 有不洛性物質的廢水丨和部分返送污泥8,混合 η 合液:3’充滿水槽10。混合液23透過攪拌葉二的旋-撥拌葉14附近的混合液23朝向遠離苹、方 動,透過㈣而朝向水槽1G的侧壁 ,14的方向私 壁18形成上升流別,向水面附近移動,=動’沿著側 混合液23朝向側壁18的方向移動,所方葉= 312XP/發明說明書(補件)/96-〇9/96119296 12 200806588 心部產生負壓,可從上方吸入混合液23。 另外在端朝向擾拌葉14的中c 開口而設置的空氣管16中’由於授拌葉 ^的位置 廢,其内部的氣壓下降,透過朝向空氣中開口:::為負 空氣,透過朝向攪拌葉14的中心部開口 吸入 空氣。經排出的空氣’與混合液23 一起達到攪排出 透過攪拌葉14的旋轉切斷,被切斷的更细,上, 泡22,被送出至混合液23中。 形成細微氣A transfer pipe for transferring water to be treated is provided on the lower side of the 1U T. The component symbol 13 is a dispersing device including the agitating blade 14, the driving portion 15, the air tube 16, and the flow manager 17. The agitating blade i 4 is rotated by the driving unit 15 to generate a negative pressure. The air tube 16 is provided at one end of the negative pressure at the center of the negative pressure. Further, the flow tube 17 is provided on the vertical upper side of the rotation center portion of the stirring blade 14, and the upper end portion of the flow tube 17 is disposed to open to the vicinity of the water surface, and the lower end faces the suction portion corresponding to the center portion of the stirring blade 14. The position is configured in an open manner. Further, in the present embodiment, the dispersing device 13 is a machine that uses ultrasonic waves as long as it can refine and disperse the insoluble matter and the partially returned sludge 8 as long as it can be used. A static mixer such as a mixer for a line may be used, and is not particularly limited. = In the case of death, the dispersion machine 13 has the following effects. Waste water containing insoluble materials through the wastewater* inlet pipe 11! The sludge 8 is returned to the cut 1 via the sludge guide and the (4) portion, and the waste water containing the incomplete substance and the partially returned sludge 8 are mixed, and the mixture of η is mixed: 3' is filled with the water tank 10. The mixed liquid 23 passes through the mixed liquid 23 in the vicinity of the rotary-pick-mixing blade 14 of the stirring blade 2, and is moved away from the apple and the square, and is moved toward the side wall of the water tank 1G through the (4), and the private wall 18 forms a rising flow toward the water surface. Move, = move 'moves along the side mixture 23 toward the side wall 18, square leaf = 312XP / invention manual (supplement) / 96-〇9/96119296 12 200806588 The heart generates a negative pressure, which can be inhaled and mixed from above Liquid 23. In addition, in the air tube 16 provided at the end facing the middle c opening of the scrambled leaf 14, 'the internal air pressure drops due to the waste of the position of the mixing leaf, and the opening is toward the air::: negative air, through the stirring The central portion of the leaf 14 is open to draw in air. The discharged air 'dissipates with the mixed liquid 23 and is cut by the rotation of the stirring blade 14, and the cut finer, upper bubble 22 is sent out to the mixed liquid 23. Forming fine gas

透過降低該水槽10内的混合液23的水深 擾拌葉14的旋轉數,使攪拌S U的旋轉中心加 附近的混合液23,亦朝向攪拌葉14吸入,使整右 導入至攪拌葉14,可實現更細的切斷及分散。如此⑼ 微化、分散處理後的混合液23中,含有不溶性物質的廢 水1和部分返送污泥8之間實現更有效的接觸。 然後,由於經攪拌葉丨4的旋轉而送出到水槽1〇的侧壁 18附近的細微氣泡22的上升作用,水槽1〇的侧壁18附 近的混合液23的上升流20,變得更加猛烈。更進一步, 透過在與攪拌葉14的吸入部分相當位置處設置流通管 17,劃分侧壁18附近的上升流20和吸入至攪拌葉ι4的 下降流21,使得發生在中心部分的下降流21更顯著,幾 乎消除了混合液23滯留在侧壁18附近的現象。 此外’透過設置如上所述的流通管1 7,侧壁1 8附近的 上升流20可確實導入至攪拌葉14的中心部,混合含有不 溶性物質的廢水1和部分返送污泥8,此外,可將上升流 312XP/發明說明書(補件)/96-09/96119296 13 200806588 卫〆地^入至授拌葉14,受到旋轉切斷的作用而細 放更、田地刀放在混合液23中。另外,使流通管〗7和水 扣10 '之間的間隙變窄,並為了能夠處理大量的混合液 23知用縱長之水槽1〇 ’藉此能夠更有效地切斷大量的 M曰10内的此合液23。更進一步,透過擾拌葉的旋 =數之增加’加大每小時導入至流通管17的混合液則 里透過牦加透過攪拌葉14的流量,可在短時間内更細 小地進行切斷。 (實施形態2) 圖3表示本發明的第二實施形態。與第一實施形態不同 的是,將流入步驟2的含有不溶性物質的廢水丨導入到分 散步驟3的過程中,對不溶性物質與部分返送污泥8進行 細化、分散處理之後,將其導入到流入步驟2中。此外, 其他部伤與弟一貫施形態相同,因此不再詳述。By reducing the water depth of the mixed liquid 23 in the water tank 10, the number of rotations of the mixing blade 14 is increased, and the mixing liquid 23 in the vicinity of the center of rotation of the stirring SU is also sucked toward the stirring blade 14, and the entire right is introduced into the stirring blade 14. Achieve finer cutting and dispersion. In the mixed liquid 23 after the (9) micronization and dispersion treatment, more effective contact is achieved between the waste water 1 containing the insoluble matter and the partially returned sludge 8. Then, due to the rising action of the fine bubbles 22 sent to the vicinity of the side wall 18 of the water tank 1 by the rotation of the stirring blade 4, the upward flow 20 of the mixed liquid 23 near the side wall 18 of the water tank 1 becomes more intense. . Further, by providing the flow tube 17 at a position corresponding to the suction portion of the stirring blade 14, the upward flow 20 near the side wall 18 and the downward flow 21 sucked into the stirring blade ι4 are divided, so that the downward flow 21 occurring at the center portion is further Significantly, the phenomenon in which the mixed solution 23 stays in the vicinity of the side wall 18 is almost eliminated. Further, by providing the flow tube 17 as described above, the upward flow 20 in the vicinity of the side wall 18 can be surely introduced into the center portion of the stirring blade 14, and the wastewater 1 containing the insoluble matter and the partially returned sludge 8 can be mixed. The ascending flow 312XP/invention specification (supplement)/96-09/96119296 13 200806588 is placed into the mixing leaf 14 and is finely placed by the action of the rotary cutting, and the field knife is placed in the mixed liquid 23. Further, the gap between the flow tube 7 and the water button 10' is narrowed, and in order to be able to handle a large amount of the mixed liquid 23, it is known that the vertical tank 1' can be cut more efficiently. This liquid mixture 23 inside. Further, the increase in the number of rotations of the scrambled leaves is increased by increasing the flow rate of the mixed liquid introduced into the flow tube 17 per hour through the agitating blades 14, so that the cutting can be performed finer in a short time. (Embodiment 2) Fig. 3 shows a second embodiment of the present invention. Unlike the first embodiment, the wastewater containing the insoluble matter flowing into the step 2 is introduced into the dispersion step 3, and the insoluble matter and the partially returned sludge 8 are refined and dispersed, and then introduced into the wastewater. Flow into step 2. In addition, other departmental injuries are the same as those of the brothers, so they are not detailed.

以下說明第二實施形態的效果。如圖3所示,含有不溶 性物質的I水1經過流入步驟2,才皮導入至,j生物處理步驟 4中。流人步驟2中的含有不溶性物質的廢水^皮導入到 分散步驟3中,不溶性物質經細化、分散處理後,被移送 至流入步驟2中。含有不溶性物質的廢水丨被送到生物處 理步驟4之後,在生物處理步驟4的曝氣槽等的生物處理 槽中處理。經生物處理的處理水移送至處理水分離步驟 5。在處理水分離步驟5中被分離為上澄液6和活性污泥 7,活性污泥7中的一部分作為返送污泥8被導入到分散 步驟3中。返送污泥8的一部分,在分散步驟3中與含有 312XP/發明說明書(補件)/96-09/96119296 14 200806588 不溶性物質的廢水1混合’經細化、分散處理之後,移送 到流入步驟2中,再導入到生物處理步驟中。此外,活性 污泥7的一部分,經濃縮、積存步驟(未圖示)處理之後, 成為剩餘污泥9而送出。另外,上澄液6經消毒步驟(未 * 圖示)消毒後放出。 (實施形態3) 圖4表示本發明的第三實施形態。與第一實施方式不同 的是,將分散步驟分為:細化、分散處理不溶性物質的廢 馨水分散步驟3a和細化、分散處理返送污泥8的污泥分散 步驟3b。此外,其他部份與第一實施方式相同,因此不 再詳述。 以下说明第二貫施方式的效果。含有不溶性物質的廢水 1經過流入步驟2,導入到廢水分散步驟3a中,不溶性物 質經細化、分散處理後送到生物處理步驟4中,另一方 面,返送污泥8的一部分被導入到污泥分散步驟3b中, _經細化、分散處理之後,送到生物處理步驟4中。在不同 的分散步驟中分別處理不溶性物質及返送污泥8的一部 分,可確實對兩者進行細化、分散處理,可均勻地進行細 化、分散處理,根據廢水的種類,得到更好的細化、分散 處理效果。 在本實施形態中,雖廢水分散步驟3a在流入步驟2之 後,但廢水分散步驟3a不限於在流入步驟2之後,只要 能夠細化、分散處理被導入到生物處理步驟4的不溶性物 質,則設於何處皆可,例如,可設置在流入步驟2的過程 312XP/發明說明書(補件)/96-09/96119296 15 200806588 中,或者流入步驟2之前。 (實施例) (實施例1) 以下,透過本發明的實施形態進行生物處理實驗。結果 如下所示。含有不溶性物質的廢水係使用含有模擬油脂的 廢水。實施例1係採用根據本發明的第一實施方式進行處 理的物質。此外,比較例丨係只進行廢水的分散步驟,不 進行污泥的分散步驟的生物處理實驗。 本實驗是以表1表示的人工污水的組成為基礎,將含有 模擬油脂的廢水調整至既定的C0D濃度及油分濃度進行 貫施,其中含有模擬油脂的廢水為混入有在食品產業中常 使用的植物油的廢水。 [表1]The effects of the second embodiment will be described below. As shown in Fig. 3, the water I containing the insoluble matter passes through the inflow step 2, and is introduced into the biological treatment step 4. The waste water containing the insoluble matter in the flow-through step 2 is introduced into the dispersion step 3, and the insoluble matter is refined and dispersed, and then transferred to the inflow step 2. The waste water containing the insoluble matter is sent to the biological treatment tank such as the aeration tank of the biological treatment step 4 after being sent to the biological treatment step 4. The biologically treated treated water is transferred to the treated water separation step 5. In the treated water separation step 5, it is separated into the supernatant liquid 6 and the activated sludge 7, and a part of the activated sludge 7 is introduced into the dispersion step 3 as the return sludge 8. A portion of the returned sludge 8 is mixed with the wastewater 1 containing the 312XP/invention specification (supplement)/96-09/96119296 14 200806588 insoluble matter in the dispersion step 3, after being refined and dispersed, and then transferred to the inflow step 2 Then, import it into the biological processing step. Further, a part of the activated sludge 7 is treated by a concentration and storage step (not shown), and then it is sent out as excess sludge 9. In addition, the supernatant liquid 6 is sterilized after being disinfected (not shown) and released. (Embodiment 3) Fig. 4 shows a third embodiment of the present invention. Unlike the first embodiment, the dispersing step is divided into a waste water dispersing step 3a for refining and dispersing the insoluble matter, and a sludge dispersing step 3b for refining and dispersing the returned sludge 8. Further, the other portions are the same as those of the first embodiment, and therefore will not be described in detail. The effect of the second embodiment will be described below. The wastewater 1 containing the insoluble matter is introduced into the wastewater dispersion step 3a through the inflow step 2, and the insoluble matter is refined and dispersed, and then sent to the biological treatment step 4. On the other hand, a part of the returned sludge 8 is introduced into the sewage. In the mud dispersing step 3b, after the refining and dispersing treatment, it is sent to the biological treatment step 4. In the different dispersion steps, the insoluble matter and a part of the returned sludge 8 are separately treated, and the two can be refining and dispersing, and the refining and dispersing treatment can be performed uniformly, and the finer type can be obtained according to the type of the wastewater. The effect of dispersing and dispersing. In the present embodiment, the wastewater dispersion step 3a is after the inflow step 2, but the wastewater dispersion step 3a is not limited to the insoluble matter after the inflow step 2, as long as the insoluble matter introduced into the biological treatment step 4 can be refined and dispersed. Wherever possible, for example, it may be set in the process 312XP/invention specification (supplement)/96-09/96119296 15 200806588 flowing into step 2, or before flowing into step 2. (Example) (Example 1) Hereinafter, a biological treatment experiment was carried out through the embodiment of the present invention. The result is as follows. Waste water containing insoluble substances uses waste water containing simulated oils and fats. Embodiment 1 is a substance treated in accordance with the first embodiment of the present invention. Further, in the comparative example, only the dispersion step of the wastewater was carried out, and the biological treatment experiment of the sludge dispersion step was not performed. Based on the composition of the artificial sewage shown in Table 1, the wastewater containing the simulated oil and fat is adjusted to a predetermined concentration of COD and the concentration of oil. The wastewater containing simulated oil is mixed with vegetable oil commonly used in the food industry. Waste water. [Table 1]

堀廠製作所製··油分濃度計(〇CMA —300 ) 測疋原理·非分散紅外線吸收法 [C0D的測定(酸性法)] C0D以JIS K0102 17為基準,藉由l〇〇°C下的過錳酸鉀 的氧消耗量來測量。 312XP/發明說明書(補件)/96-09/96119296 16 200806588 [sv (活性污泥沉降率)的測定] 利用1L量筒取活性污泥,靜置3〇分鐘〜6〇分鐘後測定 污泥量,以百分比(% )表示。 [試驗方法] 在表2中列出本試驗採用的條件。利用活性污泥進行生 物處理,含有模擬油脂的廢水係使用將植物油分散於人工 /亏水後的廢水。將含有模擬油脂的廢水加入到活性污泥 中,經24小時後,利用上述測定裝置來測定活性污泥中 的油分濃度,採用上述測定方法來測定上澄液的c〇D 度0 [表2]堀Factory production system··Oil concentration meter (〇CMA—300) Principle of measurement and non-dispersive infrared absorption method [Measurement of C0D (acid method)] C0D is based on JIS K0102 17 and is controlled by l〇〇°C The oxygen consumption of potassium permanganate was measured. 312XP/Inventive Manual (Supplement)/96-09/96119296 16 200806588 [Measurement of sv (activated sludge sedimentation rate)] Take activated sludge from a 1L measuring cylinder and let stand for 3 minutes to 6 minutes before measuring the amount of sludge. , expressed as a percentage (%). [Test Method] The conditions employed in the test are listed in Table 2. Bioreactor treatment is carried out using activated sludge, and waste water containing simulated oil and fat is used to disperse vegetable oil in artificial/deficient wastewater. The wastewater containing the simulated oil and fat was added to the activated sludge, and after 24 hours, the oil concentration in the activated sludge was measured by the above-mentioned measuring device, and the above measurement method was used to determine the c〇D degree of the supernatant liquid [Table 2] ]

實施例1 T500mg/LExample 1 T500mg/L

3Q0mR/L 2QQmR/L ^性污泥的澧唐 油脂濃度 水的分散處理 污泥的分散處理 處理時間 24小時 圖5、圖6為表施例1及比車 馨對含有模擬油脂的廢水進行生物處理之後的活性污:尼中/ 的油分濃度以及上澄液的c〇D濃度之圖形。如圖5、b_ 所示,只對油脂類進行細化、分散處理,而未對、二 ,分散處理的生物試驗處理後的比較例1的殘留油八/二饤 為86mg/L,殘留的C0D濃度為52mg/L。另—方面7 f— 例1的生物處理試驗為對含有模擬油脂的廢水面_八^細 處理,也對污泥進行細化、分散處理,由此,念二刀政 活性污泥中殘留的油分濃度為48mg/L,上澄^ %例1之 ,足夜的C0D濃 312XP/發明說明書(補件)/96_〇9/96119296 17 200806588 度為 45mg/L。 圖7為表示透過實施例丨及比較例丨的處理方法 模擬油脂的廢水進行生物處理之後的sv測定鈐果自、3有 形。如圖7所示,比較例!的生物處理試驗只對油脂: ^分散處s,未對污泥進行分散處理,其結果 分別為85、53,相對於此,實施例!的生物處理試驗6° 對含有模擬油脂的廢水進行分散處理,也對污泥進行細 化、分散處理,其結果…及SVe。分別為72、39。丁、、、田 (實施例2) ^更進一步,根據本發明的第一實施方式進行了生物處理 試驗,以便觀察污泥的細化以及分散處理比例的影響。 [試驗方法] 胃 在表3中列出本試驗的條件。生物處理係使用活性污 泥,含有模擬油脂的廢水係使用將植物油分散於人工污水 中之後的廢水。將含有模擬油脂的廢水調整至既定濃度, 取50ml調整好濃度的含有模擬油脂的廢水,與5〇ml的活 性污泥進行混合,進行分批試驗。此時,在活性污泥5〇ml 中取出一定量’使得相對於含有模擬油脂的廢水為指定的 比例’對其進行細化、分散處理後再加以混合。透過上述 測定裝置來測定24小時後的活性污泥中油分的濃度。 312XP/發明說明書(補件)/96·〇9/96119296 200806588 [表3]3Q0mR/L 2QQmR/L ^ sludge Stanley oil concentration water dispersing treatment sludge dispersing treatment time 24 hours Figure 5, Figure 6 shows the example 1 and Bixin on the wastewater containing simulated oil Active fouling after treatment: a graph of the concentration of oil in the middle/liquid and the concentration of c〇D in the supernatant. As shown in Fig. 5 and b_, only the oils and fats were refined and dispersed, and the residual oil of the comparative example 1 after the biological test treatment of the dispersion treatment was 86 mg/L, and the residual was The C0D concentration was 52 mg/L. In the other aspect, the biological treatment test of Example 1 is to treat the surface of the wastewater containing the simulated oil and fat, and to refine and disperse the sludge, thereby remaining in the activated sludge of the second knife. The oil concentration was 48 mg/L, and the upper part was 1%. The nighttime C0D concentrated 312XP/invention specification (supplement)/96_〇9/96119296 17 200806588 degree was 45 mg/L. Fig. 7 is a view showing the results of the sv measurement after the biological treatment of the wastewater of the oil and fat by the treatment method of the example and the comparative example. As shown in Figure 7, the comparison example! The biological treatment test only focused on the oil: ^dispersion s, and the sludge was not dispersed, and the results were 85 and 53, respectively. In contrast, the examples! Biological treatment test 6° Dispersion treatment of waste water containing simulated oil and fat, and sludge refining and dispersion treatment, and the results... and SVe. 72, 39 respectively. D, 、, 田 (Example 2) Further, a biological treatment test was carried out in accordance with the first embodiment of the present invention in order to observe the effect of sludge refinement and dispersion treatment ratio. [Test method] Stomach The conditions of the test are listed in Table 3. The biological treatment system uses activated sludge, and the wastewater containing simulated oil and fat is wastewater which is obtained by dispersing vegetable oil in artificial sewage. The wastewater containing the simulated oil and fat was adjusted to a predetermined concentration, and 50 ml of the adjusted concentration of waste water containing simulated oil was taken, and mixed with 5 ml of the activated sludge to carry out a batch test. At this time, a certain amount is taken out from the activated sludge 5 〇 ml so that it is refined and dispersed in a predetermined ratio with respect to the wastewater containing the simulated oil and fat, and then mixed. The concentration of the oil in the activated sludge after 24 hours was measured by the above measuring apparatus. 312XP/Invention Manual (supplement)/96·〇9/96119296 200806588 [Table 3]

tr舌性污泥中的油分漠度的圖形。如圖8所示’二 /刀政比例大於5%時,能夠得到油脂的生物處理促進效果、。 由此’透過對含有不溶性物質的廢水進行細化、分散户 :的同時,也對污泥進行細化、分散處理,可良好進行: f不溶性物質的廢水的活性污泥處理,不僅得到比習知 南的廢水處理性能,也改善沉降性。 【圖式簡單說明】 圖1為表示本發明的第一實施形態的處理流程圖。 圖2為表示第一實施形態的處理裝置的示意圖。 圖3為表示本發明的第二實施形態的處理流程圖。 • 圖4為表示本發明的第三實施形態的處理流程圖。 圖5為表示實施例1及比較例1之生物分解處理試驗之 後的活性污泥中的殘留油分濃度的圖形。 圖6為表示實施例1及比較例1之生物分解處理試驗後 的上澄液的C0D濃度的圖形。 圖7為表示實施例1及比較例1的處理試驗中之八 鐘後及60分鐘後的活性污泥的沉降率SV3。及SVs。隨時間 的變化圖形。 312XP/發明說明書(補件)/96-09/96119296 19 200806588 人,8為表不在貫施例2的處理試驗中之生物分解處理試 驗後的活性污泥中殘留的油分濃度的圖形。 圖9為表示習知技術對含有不溶性物質的廢水進疒 理之流程圖。 【主要元件符號說明】 1 含有不溶性物質的廢水 2 流入步驟 3 分散步驟 3a 廢水分散步驟 3b 污泥分散步驟 4 生物處理步驟 5 處理水分離步驟 6 上澄液 7 活性污泥 8 返送污泥 9 剩餘污泥 10 水槽 11 廢水導入管 12 污泥導入管 13 分散裝置 14 攪拌葉 15 驅動部 16 空氣管 17 流通管 312XP/發明麵書(補件)/96-〇9/96119296 20 200806588 18 側壁 19 移送管 20 上升流 21 下降流 ^ 22 微細氣泡 23 混合液 24 含有不溶性物質的廢水 25 流入步驟 • 26 生物處理步驟 27 處理水分離步驟 28 上澄液 29 污泥 30 剩餘污泥A graph of oil ingress in lt tongue sludge. As shown in Fig. 8, when the ratio of the two/knife ratio is more than 5%, the biological treatment promoting effect of the oil and fat can be obtained. Therefore, the wastewater containing the insoluble matter is refined and dispersed, and the sludge is refined and dispersed, so that the sludge can be efficiently treated: the activated sludge treatment of the wastewater containing the insoluble matter is not only obtained by the conventional sludge. The wastewater treatment performance also improves sedimentation. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a flowchart showing the processing of the first embodiment of the present invention. Fig. 2 is a schematic view showing a processing apparatus according to the first embodiment. Fig. 3 is a flowchart showing the processing of the second embodiment of the present invention. Fig. 4 is a flowchart showing the processing of the third embodiment of the present invention. Fig. 5 is a graph showing the residual oil concentration in the activated sludge after the biodegradation treatment tests of Example 1 and Comparative Example 1. Fig. 6 is a graph showing the COD concentration of the supernatant liquid after the biodegradation treatment test of Example 1 and Comparative Example 1. Fig. 7 is a graph showing the sedimentation rate SV3 of activated sludge after eight hours and 60 minutes in the treatment tests of Example 1 and Comparative Example 1. And SVs. A graph of changes over time. 312XP/Invention Manual (Supplement)/96-09/96119296 19 200806588 Person, 8 is a graph showing the residual oil concentration in the activated sludge after the biodegradation treatment in the treatment test of Example 2. Fig. 9 is a flow chart showing the prior art for treating waste water containing insoluble matter. [Main component symbol description] 1 Waste water containing insoluble matter 2 Inflow step 3 Dispersion step 3a Waste water dispersion step 3b Sludge dispersion step 4 Biological treatment step 5 Treatment water separation step 6 Shangcheng liquid 7 Activated sludge 8 Return sludge 9 Remaining Sludge 10 Sink 11 Wastewater introduction pipe 12 Sludge introduction pipe 13 Dispersing device 14 Stirring blade 15 Drive unit 16 Air pipe 17 Flow pipe 312XP / Invention book (supplement) / 96-〇9/96119296 20 200806588 18 Side wall 19 Transfer Tube 20 Upflow 21 Downstream ^ 22 Microbubbles 23 Mixed solution 24 Waste water containing insoluble matter 25 Inflow step • 26 Biological treatment step 27 Treatment water separation step 28 Shangcheng 29 Sludge 30 Excess sludge

312XP/發明說明書(補件)/96-09/96119296 21312XP/Invention Manual (supplement)/96-09/96119296 21

Claims (1)

200806588 十、申請專利範圍: 1. 一種含有不溶性物質的廢水處理方法,係利用活性污 泥的作用對含有不溶性物質的廢水進行生物處理的處理 方法,其特徵在於,在上述含有不溶性物質的廢水混合活 、性污泥,在該廢水中細化並分散不溶性物質和活性污泥 • 後,進行生物處理。 2· —種含有不溶性物質的廢水處理方法,係利用活性污 泥的作用對含有不溶性物質的廢水進行生物處理的處理 •方法,其特徵在於,在該廢水中細化並分散於該廢水中所 έ的不/合性物質,其次將經細化、分散處理的活性污泥混 合到該廢水後,進行生物處理。 3·如申請專利範圍第丨或2項之含有不溶性物質的廢水 處理方法,其中,上述含有不溶性物質的廢水處理方法, 至g括§有不溶性物質的廢水流入步驟、生物處理步驟 及處理水分離步驟。 Φ 4·如申明專利範圍第3項之含有不溶性物質的廢水處 理方法,其中,上述活性污泥從上述生物處理步驟或上述 處理水分離步驟被移送,而混合於上述含有不溶性物質的 廢水中。 ' 如申明專利範圍弟1至4項中任一項之含有不溶性物 貝的廢水處理方法,其中,上述活性污泥對於上述含有不 溶性物質的廢水之混合比,依容量基準係大於5%,且在 50%以下。 6·如申請專利範圍第1至5項中任一項之含有不溶性物 312ΧΡ/發明說明書(補件)抓〇9/96119296 22 200806588 質的廢水處理方法’其中’上述不溶性物質為油脂類。 7·—種含有不溶性物質的廢水處理裝置,其特徵在於, /、由刀政I置構成,該分散裝置具備: 導入含有不溶性物質的廢水之廢水導入管及/或導入活 性污泥之污泥導入管; 圭具有该廢水導入管及/或該污泥導入管的水槽,可暫時 牙貝存絰V入的該含有不溶性物質的廢水及/或該活性污 泥; 在5亥水槽中對積存的該含有不溶性物質的廢水及/或該 活性污泥進行細化並分散的分散機器;及 移送經分散處理的處理水的移送管。200806588 X. Patent application scope: 1. A wastewater treatment method containing an insoluble matter, which is a treatment method for biologically treating waste water containing insoluble matter by the action of activated sludge, characterized in that the wastewater containing the insoluble matter is mixed. The biological sludge is refined and dispersed in the wastewater to dissolve the insoluble matter and activated sludge. 2. A wastewater treatment method containing an insoluble matter, which is a treatment method for biologically treating waste water containing insoluble matter by the action of activated sludge, characterized in that it is refined and dispersed in the wastewater in the wastewater. The non-synthetic substance of the ruthenium is followed by the biological treatment by mixing the refined and dispersed activated sludge into the wastewater. 3. A method for treating waste water containing insoluble materials according to the second or second aspect of the patent application, wherein the above-mentioned waste water treatment method containing insoluble matter includes a waste water inflow step with insoluble matter, a biological treatment step, and treated water separation. step. In the wastewater treatment method containing the insoluble matter according to the third aspect of the invention, the activated sludge is transferred from the biological treatment step or the treatment water separation step, and mixed in the wastewater containing the insoluble matter. A method for treating wastewater containing insoluble shellfish according to any one of claims 1 to 4, wherein the mixing ratio of the activated sludge to the wastewater containing the insoluble matter is greater than 5% by volume, and Below 50%. 6. Insoluble matter according to any one of claims 1 to 5 312 ΧΡ / invention specification (supplement) 〇 9/96119296 22 200806588 Qualitative wastewater treatment method 'wherein the above insoluble matter is a fat or oil. 7. A waste water treatment device containing an insoluble matter, characterized in that it is composed of a knife-shaped I device, and the dispersion device includes: a waste water introduction pipe for introducing waste water containing insoluble matter and/or a sludge for introducing activated sludge The inlet pipe; the water tank of the waste water introduction pipe and/or the sludge introduction pipe, which can temporarily store the wastewater containing the insoluble matter and/or the activated sludge; and accumulate in the 5th sink The waste water containing the insoluble matter and/or the dispersion machine in which the activated sludge is refined and dispersed; and the transfer pipe for transferring the treated water to be dispersed. 31發明說明書(補件)/96-09/96119296 2331 invention manual (supplement) /96-09/96119296 23
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