JP3803277B2 - Method for producing active enzyme solution using oyster drip and treated water - Google Patents

Method for producing active enzyme solution using oyster drip and treated water Download PDF

Info

Publication number
JP3803277B2
JP3803277B2 JP2001312010A JP2001312010A JP3803277B2 JP 3803277 B2 JP3803277 B2 JP 3803277B2 JP 2001312010 A JP2001312010 A JP 2001312010A JP 2001312010 A JP2001312010 A JP 2001312010A JP 3803277 B2 JP3803277 B2 JP 3803277B2
Authority
JP
Japan
Prior art keywords
tank
oyster
drip
treated water
active enzyme
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2001312010A
Other languages
Japanese (ja)
Other versions
JP2003070894A (en
Inventor
克治 甲斐田
Original Assignee
克治 甲斐田
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 克治 甲斐田 filed Critical 克治 甲斐田
Priority to JP2001312010A priority Critical patent/JP3803277B2/en
Publication of JP2003070894A publication Critical patent/JP2003070894A/en
Application granted granted Critical
Publication of JP3803277B2 publication Critical patent/JP3803277B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00—Technologies for wastewater treatment
    • Y02W10/10—Biological treatment of water, waste water, or sewage

Landscapes

  • Enzymes And Modification Thereof (AREA)
  • Micro-Organisms Or Cultivation Processes Thereof (AREA)
  • Disinfection, Sterilisation Or Deodorisation Of Air (AREA)
  • Biological Treatment Of Waste Water (AREA)

Description

【０００１】
【発明の属する技術分野】
本発明は、殻付きカキから殻と身を分離する作業（カキ打作業）をする際に出る濃厚ドリップ液体（カキ打ちドリップ）および、カキ打作業後の処理作業時に出るカキ（Ｏｙｓｔｅｒ）の成分を含む処理水を用いた活性酵素液の製造方法に関する。
【０００２】
【従来の技術】
従来、食品関連の工場汚水は、長期間放置されると嫌気分解されてトリメチルアシンや二硫化水素などを発生し悪臭の原因となっている。
現在、活性汚泥法など、緩慢な空気の取り入れで汚水を処理する方法は行われている。
【０００３】
【発明が解決しようとする課題】
本発明は、好気性バクテリアと酵素の作用を強制曝気によって一層の活性化を助長することを目的とする。
【０００４】
【課題を解決するための手段】
本発明は、カキ打ドリップとカキ打作業後の処理作業時に出るカキの成分を含む処理水をタンク内に入れ、前記タンク内の液に空気を送って前記液を曝気し、前記液に含まれるカキが内蔵する酵素と好気バクテリアの好気分解によって活性酵素液を作ることを特徴とする、カキ打ドリップおよび処理水を用いた活性酵素液の製造方法である。
【０００５】
【発明の実施の形態】
以下、本発明の実施の形態を、図１を用いて説明する。
図１は、本発明のカキ打ドリップおよび処理水を用いた活性酵素液の製造方法を実施するための設備の側面図である。
【０００６】
図１において、第１のタンク１、第２のタンク２、第３のタンク３、第４のタンク４が、順次高さが低くなるように配置されている。本実施の形態では、各タンク１〜４の容量Ｗは１００リットルである。第１のタンク１と第２のタンク２の間、第２のタンク２と第３のタンク３の間、第３のタンク３と第４のタンク４の間には、それぞれオーバーフロー管５、６、７が設けられており、第４のタンクの下部と第１のタンク１の間には、ポンプ９の動力により、第４のタンク内の沈殿物を第１のタンク１に戻す連結管８が設けられている。第１のタンク１、第２のタンク２および第３のタンク３の底部には、曝気ポンプ１０により送られた空気を送り込む曝気管１１〜１３が設けられており、それぞれバルブ１４〜１６により開閉可能となっている。
【０００７】
次に、処理概要を説明する。
１．第１のタンク１に、カキ打ドリップをタンク容量Ｗの１／２（５０リットル）、第２のタンク２にＷ／１０（１０リットル）入れる。
２．バルブ１４および１５を開いて、第１のタンク１と第２のタンク２に空気を送り曝気する。
３．第１のタンク１に、第１のタンク１の容量比５％（５リットル）の処理水を５日間、次に１０％（１０リットル）の処理水を３日間入れる。９日目からは、１５％（１５リットル）の処理水を第１のタンク１に入れる。８日目からは、第１のタンク１に注入する処理水の分だけ、カキ打ちドリップと処理水の混合物である汚水は第１のタンク１からオーバーフローして、オーバーフロー管５から第２のタンク２に流入するようになる。
４．第２のタンク２には、最初に入れたカキ打ちドリップ１０リットルと、８日目に第１のタンク１からオーバーフローして流入する汚水５リットルと、９日目から毎日第１のタンク１に入れられる汚水１５リットルのオーバーフロー分１５リットルが溜まるため、１４日目には、５リットルのオーバーフロー汚水が第２のタンク２からオーバーフロー管６を介して第３のタンク３に入り、１５日以降は、毎日、１５リットルのオーバーフロー汚水が第２のタンク２から第３のタンク３に溜まる。
５．２１日目には、第３のタンク３から１０リットルのオーバーフロー汚水がオーバーフロー管７を介して第４のタンク４に入り、２２日以降は、毎日、１５リットルのオーバーフロー汚水が第３のタンク３から第４のタンク４に溜まる。２７日目には、第４のタンク４は満タンとなる。
【０００８】
工程を次に示す。
（１）第１のタンク１（１００リットル）
【数１】

Figure 0003803277
（２）第２のタンク２（１００リットル）
【数２】
Figure 0003803277
（３）第３のタンク３（１００リットル）
【数３】
Figure 0003803277
（４）第４のタンク４（１００リットル）
【数４】
Figure 0003803277
【０００９】
このようにして、作業開始より２７日目で第４のタンク４は満タンとなり、第４のタンク４に、カキが内蔵する酵素と曝気による好気バクテリアの好気分解によって生成される高濃度の活性酵素液を作ることができる。
【００１０】
【発明の効果】
本発明によれば、強制曝気によって、好気性バクテリアと酵素の作用の活性化を、一層助長することができる。
【図面の簡単な説明】
【図１】本発明のカキ打ドリップおよび処理水を用いた活性酵素液の製造方法を実施するための設備の側面図である。
【符号の説明】
１ 第１のタンク
２ 第２のタンク
３ 第３のタンク
４ 第４のタンク
５〜７ オーバーフロー管
８ 連結管
９ ポンプ
１０ 曝気ポンプ
１１〜１３ 曝気管
１４〜１６ バルブ [0001]
BACKGROUND OF THE INVENTION
The present invention relates to a concentrated drip liquid (oyster-driving drip) that is produced when the shell and body are separated from the shelled oyster, and components of oyster (Oyster) that are produced during processing after the oystering operation. The present invention relates to a method for producing an active enzyme solution using treated water containing.
[0002]
[Prior art]
Conventionally , food-related factory sewage is anaerobically decomposed when left for a long period of time, generating trimethylacin, hydrogen disulfide, and the like, and causing odor.
Currently, such active sludge method, the method of processing sewage with intake of slow air being performed.
[0003]
[Problems to be solved by the invention]
The present invention aims to facilitate the further activation by forced aeration action of aerobic bacteria and enzymes.
[0004]
[Means for Solving the Problems]
The present invention puts treated water containing oyster drip and oyster components produced during processing after the oystering operation into the tank, sends air to the liquid in the tank to aerate the liquid, and is contained in the liquid. This is a method for producing an active enzyme solution using oyster drip and treated water, characterized in that an active enzyme solution is prepared by aerobic decomposition of an enzyme contained in oysters and aerobic bacteria.
[0005]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of the present invention will be described with reference to FIG.
FIG. 1 is a side view of equipment for carrying out the method for producing an active enzyme solution using oyster drip and treated water according to the present invention.
[0006]
In FIG. 1, a first tank 1, a second tank 2, a third tank 3, and a fourth tank 4 are arranged so that their heights are sequentially reduced. In the present embodiment, the capacity W of each tank 1 to 4 is 100 liters. Between the first tank 1 and the second tank 2, between the second tank 2 and the third tank 3, and between the third tank 3 and the fourth tank 4, there are overflow pipes 5, 6, respectively. 7 between the lower part of the fourth tank and the first tank 1, a connecting pipe 8 for returning the precipitate in the fourth tank to the first tank 1 by the power of the pump 9. Is provided. At the bottoms of the first tank 1, the second tank 2 and the third tank 3, aeration pipes 11 to 13 for supplying air sent by the aeration pump 10 are provided and opened and closed by valves 14 to 16, respectively. It is possible.
[0007]
Next, a processing outline will be described.
1. The first tank 1 is filled with oyster drip ½ of the tank capacity W (50 liters), and the second tank 2 is filled with W / 10 (10 liters).
2. The valves 14 and 15 are opened, and air is sent to the first tank 1 and the second tank 2 for aeration.
3. The first tank 1 is charged with 5% (5 liters) of treated water of a capacity ratio of the first tank 1 for 5 days and then 10% (10 liters) of treated water for 3 days. From the ninth day, 15% (15 liters) of treated water is put into the first tank 1. From the 8th day, sewage, which is a mixture of oyster drip and treated water, overflows from the first tank 1 by the amount of treated water to be injected into the first tank 1, and flows from the overflow pipe 5 to the second tank. 2 will flow into.
4). The second tank 2 has 10 liters of oyster drip put in first, 5 liters of sewage that overflows from the first tank 1 on the 8th day, and every day from the 9th day to the first tank 1 Since 15 liters of overflow of 15 liters of sewage water to be stored accumulates, on the 14th day, 5 liters of overflow sewage enters the third tank 3 from the second tank 2 through the overflow pipe 6, and after 15th Every day, 15 liters of overflow sewage collects from the second tank 2 to the third tank 3.
On the 21st day, 10 liters of overflow sewage enters the fourth tank 4 from the third tank 3 through the overflow pipe 7, and after 22nd, 15 liters of overflow sewage flows to the third tank every day. The tank 3 accumulates in the fourth tank 4. On the 27th day, the fourth tank 4 is full.
[0008]
The process is as follows.
(1) First tank 1 (100 liters)
[Expression 1]
Figure 0003803277
(2) Second tank 2 (100 liters)
[Expression 2]
Figure 0003803277
(3) Third tank 3 (100 liters)
[Equation 3]
Figure 0003803277
(4) Fourth tank 4 (100 liters)
[Expression 4]
Figure 0003803277
[0009]
In this way, the fourth tank 4 becomes full on the 27th day from the start of the work, and the high concentration produced in the fourth tank 4 by the aerobic decomposition of the aerobic bacteria by the enzyme contained in the oyster and aeration. Active enzyme solution.
[0010]
【The invention's effect】
According to the present invention, activation of aerobic bacteria and enzymes can be further promoted by forced aeration.
[Brief description of the drawings]
FIG. 1 is a side view of equipment for carrying out a method for producing an active enzyme solution using oyster drip and treated water according to the present invention.
[Explanation of symbols]
1 First tank
2 Second tank
3 Third tank
4th tank
5-7 overflow pipe
8 Connecting pipe
9 Pump
10 Aeration pump
11-13 Aeration tube
14-16 valve

Claims (1)

カキ打作業時に出る濃厚ドリップ（以下、「カキ打ドリップ」という）とカキ打作業後の処理作業時に出るカキの成分を含む処理水をタンク内に入れ、前記タンク内の液に空気を送って前記液を曝気し、前記液に含まれるカキが内蔵する酵素と好気バクテリアの好気分解によって活性酵素液を作ることを特徴とする、カキ打ドリップおよび処理水を用いた活性酵素液の製造方法。A thick drip (hereinafter referred to as “oyster-driving drip”) generated during oystering operation and treated water containing oyster components generated during the processing operation after oystering operation are put into the tank, and air is sent to the liquid in the tank. Production of an active enzyme solution using oyster drip and treated water, wherein the solution is aerated and an active enzyme solution is produced by aerobic decomposition of an enzyme contained in oysters contained in the solution and aerobic bacteria Method.
JP2001312010A 2001-09-03 2001-09-03 Method for producing active enzyme solution using oyster drip and treated water Expired - Fee Related JP3803277B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001312010A JP3803277B2 (en) 2001-09-03 2001-09-03 Method for producing active enzyme solution using oyster drip and treated water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001312010A JP3803277B2 (en) 2001-09-03 2001-09-03 Method for producing active enzyme solution using oyster drip and treated water

Publications (2)

Publication Number Publication Date
JP2003070894A JP2003070894A (en) 2003-03-11
JP3803277B2 true JP3803277B2 (en) 2006-08-02

Family

ID=19130731

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001312010A Expired - Fee Related JP3803277B2 (en) 2001-09-03 2001-09-03 Method for producing active enzyme solution using oyster drip and treated water

Country Status (1)

Country Link
JP (1) JP3803277B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4390804B2 (en) * 2004-11-25 2009-12-24 敏明 楠 Method for suppressing activated sludge generation and method for treating sewage

Also Published As

Publication number Publication date
JP2003070894A (en) 2003-03-11

Similar Documents

Publication Publication Date Title
AU599324B2 (en) Method of treating waste water and equipment therefor
CN109721156A (en) Intermittent aerating integration/short-cut denitrification-Anammox processing treatment of advanced stage landfill leachate apparatus and method
CN205313291U (en) Refrigeration cycle water integrated processing system
CN105753156B (en) A kind of town sewage high standard dephosphorization denitrification method
CN109574218A (en) Short distance nitration-fermentation/denitrification-anaerobic ammonia oxidation process processing treatment of advanced stage landfill leachate apparatus and method
CN109650540A (en) A kind of native rubber processing waste water deep biological denitrogenation device and method
CN110002591A (en) The apparatus and method of city domestic sewage short distance nitration coupling denitrification dephosphorization are realized under a kind of anoxic/aerobic alternation condition
CN110066086A (en) The processing method of leachate in garbage transfer station
CN109912031A (en) The method and apparatus of heterotrophism coupling Anammox advanced nitrogen are realized in AOA-SBBR
CN109467229A (en) A kind of electrochemical process for treating for organic wastewater
JP3803277B2 (en) Method for producing active enzyme solution using oyster drip and treated water
CN103936237B (en) A kind of waste disposal plant based on recessive growth and energy uncoupling metabolism associating and the method for disposing of sewage thereof
CN113023882B (en) Method and reactor for treating sewage with low carbon-nitrogen ratio
CN102019169B (en) Regeneration method of activated carbon in organosilicon wastewater treatment
CN108862849A (en) The treatment process and processing system of Almond debitterizing wastewater
CN211871742U (en) Facultative MBR (membrane bioreactor) integrated treatment equipment
CN212741056U (en) High PT water body treatment system in campus pond
JPH10286583A (en) Apparatus for treating phosphorus-containing organic water apparatus
CN103787497B (en) A kind of Sewage treatment systems and application thereof
CN208120819U (en) Integrated counter flow oxidation denitrification HQMBR membrane bioreactor
CN205575871U (en) Adopt UCT to handle and slaughter wastewater systems
CN106145346A (en) A kind of sewage-treatment plant being enriched with poly-hydroxy fatty acid synchronous denitrification dephosphorizing and technique
CN111072235A (en) Facultative MBR (membrane bioreactor) integrated treatment equipment
WO2023195160A1 (en) Organic waste treatment system and organic waste treatment method
CN210656361U (en) Constructed wetland sewage treatment system

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040123

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20051111

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20051122

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060117

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20060117

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060221

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060425

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060502

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100512

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110512

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120512

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130512

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130512

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees