JP2009011949A - Sewage purifying apparatus - Google Patents

Sewage purifying apparatus Download PDF

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JP2009011949A
JP2009011949A JP2007177514A JP2007177514A JP2009011949A JP 2009011949 A JP2009011949 A JP 2009011949A JP 2007177514 A JP2007177514 A JP 2007177514A JP 2007177514 A JP2007177514 A JP 2007177514A JP 2009011949 A JP2009011949 A JP 2009011949A
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water
sewage
tank
treated water
concentration
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JP4114174B1 (en
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Ryuji Shiozaki
隆二 塩▲崎▼
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    • 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
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a sewage purifying apparatus which can effectively dilute sewage while maximizing water saving and prevent waste water from sacrificing a natural environment and to provide a sewage purifying method. <P>SOLUTION: In the sewage purifying apparatus, a sewage inflow pipe 23, through which sewage flows into a purifying tank 20 comprising an aerobic tank 22 and an anaerobic tank 21, is connected to the purifying tank 20. A treated water outflow pipe 24, through which water treated in the purifying tank 20 flows out, is connected to the purifying tank 20. A sewage concentration sensor 18 is provided on the sewage inflow pipe 23 side of the aerobic tank 22. A treated water concentration sensor 19 is provided on the treated water outflow pipe 24 side of the aerobic tank 22. From the sewage concentration and the treated water concentration detected with the sewage concentration sensor 18 and the treated water concentration sensor 19, water is divided from a water flow rate regulating part 13 and is distributed into the sewage inflow pipe 23 side and the treated water outflow pipe 24 side of the aerobic tank 22. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、汚水を浄化するにあたって、水の使用量を最小限としつつ、効率良く汚水を浄化することが可能な汚水浄化装置と汚水浄化方法に関する。   The present invention relates to a sewage purification apparatus and a sewage purification method capable of purifying sewage efficiently while purifying sewage while minimizing the amount of water used.

近年、自然環境保護の観点から、水質保全の必要性が叫ばれている。水質汚染の原因として従来は工業廃水が大きな問題となっていたが、様々な規制によって工業排水による水質汚染は減少の傾向にある。その一方、生活排水が水質汚染の一因となっていることが報告されており、それぞれの家庭において生活排水を浄化するための有効な浄化手段が求められている。   In recent years, the necessity of water quality conservation has been screamed from the viewpoint of protecting the natural environment. Conventionally, industrial wastewater has been a major cause of water pollution, but due to various regulations, water pollution due to industrial wastewater tends to decrease. On the other hand, it is reported that domestic wastewater contributes to water pollution, and effective purification means for purifying domestic wastewater is required in each household.

生活排水の浄化にあたっては、汚水を希釈して排水することが必要であり、希釈のために水を際限なく使用できるのであればどのようにでも希釈することは可能であるが、その一方で節水が求められることから、可能な限り節水しながら、汚水を効果的に希釈して生活排水の浄化を行うことは難しく、節水と汚水浄化を両立できる手段が求められている。
浄化装置に関する先行技術の一例が、特許文献1に記載されている。
In the purification of domestic wastewater, it is necessary to dilute and drain the sewage, and it is possible to dilute in any way as long as the water can be used for dilution, but on the other hand, water saving Therefore, it is difficult to effectively dilute sewage and purify domestic wastewater while conserving water as much as possible, and there is a need for means that can achieve both water saving and sewage purification.
An example of prior art relating to a purification device is described in Patent Document 1.

特開平9―174072号公報JP-A-9-174072

特許文献1に記載されたものは、一般家庭用に容易に設置できるコンパクトな中水処理システムを提供することを目的として、浄化処理した処理水を小型の処理水貯留槽に貯留し、処理水貯留槽に貯留した処理水をトイレ洗浄水及び洗車,散水などの雑用水として使用可能な構成としたものである。
特許文献1に記載のものでは、浄化処理した処理水を小型の処理水貯留槽に貯留してこれを再利用するという観点からは、水の有効利用が図られているといえる。本発明者は、水の有効利用という観点から、生活排水を自然界に放出するにあたって、汚水の浄化および希釈に必要とされる水の使用量を最小限に抑えつつ、汚水の浄化および希釈の効果が最大となる手段が必要であると考えた。
本発明は、このような事情を考慮してなされたもので、可能な限り節水しながら、汚水を効果的に希釈して、排水が自然環境を損なうことのない汚水浄化装置および汚水浄化方法を提供することを目的とする。
In order to provide a compact middle-water treatment system that can be easily installed for general households, the device described in Patent Document 1 stores purified treated water in a small treated water storage tank. The treated water stored in the storage tank can be used as toilet water, car wash, water for miscellaneous use such as watering.
In the thing of patent document 1, it can be said that the effective utilization of water is achieved from a viewpoint of storing the treated water which carried out the purification process in a small treated water storage tank, and reusing this. From the viewpoint of effective use of water, the present inventor has the effect of purifying and diluting sewage while minimizing the amount of water required for purifying and diluting sewage when releasing domestic wastewater to nature. I thought that there was a need for a means that maximized.
The present invention has been made in consideration of such circumstances, and a sewage purification apparatus and a sewage purification method that effectively dilutes sewage while conserving water as much as possible and does not impair the natural environment by wastewater. The purpose is to provide.

以上の課題を解決するために、本発明の汚水浄化装置は、好気槽と嫌気槽とからなる浄化槽に対して、汚水が流入する汚水流入管が浄化槽に接続され、浄化槽によって処理された処理水が流出する処理水流出管が浄化槽に接続され、前記好気槽の汚水流入管側に汚水濃度センサが設けられ、前記好気槽の処理水流出管側に処理水濃度センサが設けられ、前記汚水濃度センサと前記処理水濃度センサとによって検知される汚水濃度と処理水濃度に基づいて、好気槽の汚水流入管側と処理水流出管側とに、水流量調節部から水が分岐して配分されることを特徴とする。   In order to solve the above problems, the sewage purification apparatus of the present invention is a treatment in which a sewage inflow pipe into which sewage flows is connected to the septic tank and processed by the septic tank with respect to the septic tank composed of an aerobic tank and an anaerobic tank. A treated water outflow pipe from which water flows out is connected to a septic tank, a sewage concentration sensor is provided on the sewage inflow pipe side of the aerobic tank, and a treated water concentration sensor is provided on the treated water outflow pipe side of the aerobic tank, Based on the sewage concentration and the treated water concentration detected by the sewage concentration sensor and the treated water concentration sensor, water branches from the water flow rate control unit to the sewage inflow pipe side and the treated water outflow pipe side of the aerobic tank. It is characterized by being distributed.

好気槽を満たす好気性細菌は、好気槽内の生物化学的酸素要求量(Biochemical Oxygen Demand:BOD)が所定の範囲内でないと異常繁殖したり死滅したりするため、好気性細菌による浄化が適正に行われるためには、好気槽に流入する汚水の濃度が適正な範囲となるように希釈して、正常な繁殖状態を維持することが必要となる。そのため、本発明の汚水浄化装置においては、好気槽の汚水流入管側に設けられた汚水濃度センサによって、好気槽に流入する汚水の濃度を検知して、水流量調節部から水を供給して汚水を希釈して、好気槽内で最適な状態で浄化が行われることを可能としている。   Since the aerobic bacteria that fill the aerobic tank grow abnormally or die if the biochemical oxygen demand (BOD) in the aerobic tank is not within the predetermined range, purification by aerobic bacteria In order to be properly performed, it is necessary to dilute the sewage flowing into the aerobic tank so that the concentration is within an appropriate range to maintain a normal breeding state. Therefore, in the sewage purification apparatus of the present invention, the sewage concentration sensor provided on the sewage inflow pipe side of the aerobic tank detects the concentration of sewage flowing into the aerobic tank and supplies water from the water flow rate control unit. In this way, the waste water is diluted so that purification can be performed in an optimal state in the aerobic tank.

その一方、細菌による浄化によってもなお残留する汚水成分を希釈するために、好気槽の処理水流出管側に設けられた処理水濃度センサによって、好気槽から流出する処理水の濃度を検知して、浄化槽から流出する処理水を希釈して自然界に放出している。
このような、好気槽内での細菌の繁殖に必要な希釈と、好気槽での浄化後に流出する処理水の希釈とに用いられる水量を、水流量調節部において判断しており、水の使用量を最小限に抑えて、汚水の浄化、希釈について最大の効果が得られるようにしている。
On the other hand, in order to dilute sewage components still remaining after purification by bacteria, the concentration of treated water flowing out of the aerobic tank is detected by the treated water concentration sensor provided on the treated water outflow pipe side of the aerobic tank. Then, the treated water flowing out from the septic tank is diluted and released to the natural world.
The amount of water used for such dilution necessary for the growth of bacteria in the aerobic tank and dilution of the treated water that flows out after purification in the aerobic tank is determined by the water flow control unit. The amount of water used is minimized, so that the maximum effect can be obtained for the purification and dilution of sewage.

本発明の汚水浄化装置においては、前記処理水流出管に噴霧器が設けられ、この噴霧器に対して前記水流量調節部から水が分岐して配分されることが好ましい。
処理水を希釈するにあたって、希釈後の処理水の濃度ができる限り均等であることが好ましいが、噴霧器は霧状の水を吹き付けるため、処理水の特定の領域だけが希釈されることがなく、処理水の濃度を均等にする点において優れた効果を発揮する。
In the sewage purification apparatus of the present invention, it is preferable that a sprayer is provided in the treated water outflow pipe, and water is branched and distributed from the water flow rate control unit to the sprayer.
In diluting the treated water, it is preferable that the concentration of the treated water after dilution is as uniform as possible, but since the sprayer sprays mist water, only a specific area of the treated water is not diluted, Exhibits excellent effect in equalizing the concentration of treated water.

本発明の汚水浄化装置においては、前記処理水流出管に希釈槽が設けられ、この希釈槽に対して前記水流量調節部から水が分岐して配分されることが好ましい。
噴霧器で希釈された後、希釈槽においてさらに希釈し、上澄み液を放出することによって、自然環境を損なうことのない浄化手段として有効である。
In the sewage purification apparatus of the present invention, it is preferable that a dilution tank is provided in the treated water outflow pipe, and water is branched and distributed from the water flow rate adjusting unit to the dilution tank.
After being diluted with a sprayer, it is further diluted in a dilution tank and discharged as a supernatant, which is effective as a purification means that does not damage the natural environment.

本発明の汚水浄化装置においては、前記水流量調節部には貯水タンクから給水器を介して配水管が接続され、前記貯水タンクには雨水を供給する雨水供給管が配置され、この雨水供給管によって雨水が前記水流量調節部に供給されることが好ましい。
汚水の希釈に用いられる水として貯水された雨水を優先的に使用することにより、節水効果が大きい。
In the sewage purification apparatus of the present invention, a water distribution pipe is connected to the water flow rate control unit from a water storage tank via a water supply, and a rainwater supply pipe for supplying rainwater is disposed in the water storage tank. It is preferable that rainwater is supplied to the water flow rate control unit.
By preferentially using rainwater stored as water used for diluting sewage, the water-saving effect is great.

本発明の汚水浄化装置においては、前記給水器には水道水供給部と地下水供給部とが接続され、前記貯水タンクに設置された貯水残量センサが検知する貯水残量に応じて、水道水供給部と地下水供給部のいずれか一方または両方から、水道水と地下水のいずれか一方または両方が前記給水器に供給されることが好ましい。
降水量が少ないときなど、雨水の備蓄が不十分な場合に備えて、貯水残量センサからの情報に基づいて、必要に応じて水道水または地下水が使用される。
In the sewage purification apparatus of the present invention, a tap water supply unit and a groundwater supply unit are connected to the water supply device, and tap water is supplied according to a remaining water storage amount detected by a remaining water storage sensor installed in the water storage tank. It is preferable that either one or both of tap water and groundwater is supplied to the water feeder from one or both of the supply unit and the groundwater supply unit.
Tap water or groundwater is used as needed based on information from the remaining water storage sensor in preparation for when rainwater reserve is insufficient, such as when there is little precipitation.

本発明の汚水浄化方法は、好気槽の汚水流入管側に設置された汚水濃度センサによって検知される汚水濃度に基づいて、好気槽における汚水濃度が好気性細菌の繁殖に適する範囲内となるように好気槽に流入する汚水を希釈するとともに、好気槽の処理水流出管側に設置された処理水濃度センサによって検知される処理水濃度に基づいて、好気槽から流出する処理水の濃度が基準値濃度以下となるように、好気槽から流出する処理水を希釈して排水することを特徴とする。   The sewage purification method of the present invention is based on the sewage concentration detected by the sewage concentration sensor installed on the sewage inflow pipe side of the aerobic tank, and the sewage concentration in the aerobic tank is within a range suitable for the growth of aerobic bacteria. The process of diluting the sewage flowing into the aerobic tank so that it flows out from the aerobic tank based on the treated water concentration detected by the treated water concentration sensor installed on the treated water outflow pipe side of the aerobic tank It is characterized in that the treated water flowing out from the aerobic tank is diluted and drained so that the water concentration is below the reference value concentration.

好気槽における汚水濃度が好気性細菌の繁殖に適する範囲内となるように好気槽に流入する汚水を希釈することにより、好気槽内の細菌の繁殖を最適状態にして好気性細菌による浄化機能を最大限得ることができるとともに、好気槽から流出する処理水の濃度が基準値濃度以下となるように、好気槽から流出する処理水を希釈することにより、自然界に悪影響を与えることがない。好気槽に流入する汚水を希釈するために使用される水量と、好気槽から流出する処理水を希釈するために使用される水量は、汚水濃度センサと処理水濃度センサによって判断されるため、水の使用量を最小限に抑えた上で、汚水浄化の効果を最大限得ることができる。   By diluting the sewage flowing into the aerobic tank so that the sewage concentration in the aerobic tank is within the range suitable for the growth of aerobic bacteria, Achieving the maximum purification function and diluting the treated water flowing out of the aerobic tank so that the concentration of the treated water flowing out of the aerobic tank is below the reference concentration, adversely affects the natural world There is nothing. The amount of water used to dilute the sewage flowing into the aerobic tank and the amount of water used to dilute the treated water flowing out of the aerobic tank are determined by the sewage concentration sensor and the treated water concentration sensor. In addition, it is possible to obtain the maximum effect of sewage purification while minimizing the amount of water used.

本発明の汚水浄化方法においては、前記希釈のために使用される水として雨水を優先的に使用し、選択的に水道水または地下水を使用することが好ましい。
節水の観点から雨水を優先的に使用することが好ましいが、降水量が少ないときなど、雨水の備蓄が不十分な場合に備えて、必要に応じて水道水または地下水を使用することにより、様々な状況に対応した排水処理が可能となる。
In the sewage purification method of the present invention, it is preferable that rainwater is preferentially used as the water used for the dilution, and tap water or groundwater is selectively used.
From the viewpoint of saving water, it is preferable to use rainwater preferentially, but it can be changed by using tap water or groundwater as needed in case rainwater reserves are insufficient, such as when there is little rainfall. The waste water treatment corresponding to the situation is possible.

本発明によると、可能な限り節水しながら、汚水を効果的に希釈して、排水が自然環境を損なうことのない汚水浄化装置および汚水浄化方法を実現することができる。   According to the present invention, it is possible to realize a sewage purification apparatus and a sewage purification method that effectively dilutes sewage while saving water as much as possible, and does not impair the natural environment.

以下に、本発明の汚水浄化装置および汚水浄化方法を、その実施形態に基づいて説明する。
図1に、本発明の実施形態に係る汚水浄化装置の構成を示す。
図1において、屋外に配置された貯水タンク1の上方には、雨水を供給する雨水供給管2が配置され、雨水供給管2から流入する雨水が貯水タンク1内に蓄積されている。貯水タンク1には配水管3を介して給水器4が接続され、貯水タンク1に蓄積された雨水が給水器4に供給される。この給水器4にはまた、水道水供給部5と地下水供給部6とが水道水供給管7、地下水供給管8を介して接続されており、水道水または地下水が必要に応じて給水器4に供給される。
Below, the sewage purification apparatus and sewage purification method of this invention are demonstrated based on the embodiment.
In FIG. 1, the structure of the sewage purification apparatus which concerns on embodiment of this invention is shown.
In FIG. 1, a rainwater supply pipe 2 that supplies rainwater is disposed above a water storage tank 1 that is disposed outdoors, and rainwater that flows in from the rainwater supply pipe 2 is accumulated in the water storage tank 1. A water supply 4 is connected to the water storage tank 1 via a water distribution pipe 3, and rainwater accumulated in the water storage tank 1 is supplied to the water supply 4. In addition, a tap water supply unit 5 and a ground water supply unit 6 are connected to the water feeder 4 via a tap water supply pipe 7 and a ground water supply pipe 8, and tap water or ground water is supplied as necessary. To be supplied.

貯水タンク1には、貯水残量を検出する貯水残量センサ9が設置されており、この貯水残量センサ9は、給水器4に設置された給水制御部10と電気的に接続されている。また、給水器4に設置された給水制御部10は、室内に設置された給水ボタン11と電気的に接続されている。   The water storage tank 1 is provided with a remaining water storage sensor 9 that detects the remaining amount of stored water, and the remaining water storage sensor 9 is electrically connected to a water supply control unit 10 installed in the water supply 4. . Moreover, the water supply control part 10 installed in the water feeder 4 is electrically connected with the water supply button 11 installed indoors.

本発明においては、節水の観点から、雨水供給管2から供給される雨水を優先的に使用するが、降水量が少ないときなど、雨水の備蓄が不十分な場合に備えて、貯水残量センサ9からの情報に基づいて、必要に応じて水道水または地下水が使用される。使用する水の選択は、基本的には貯水残量センサ9と給水制御部10とによって自動的に行われるが、室内に設置された給水ボタン11によって、手動によって使用する水の種類を選択することもできる。   In the present invention, from the viewpoint of saving water, rainwater supplied from the rainwater supply pipe 2 is preferentially used. However, in the case where the rainwater reserve is insufficient, such as when there is little rainfall, Based on the information from 9, tap water or groundwater is used as needed. The selection of the water to be used is basically automatically performed by the remaining water storage sensor 9 and the water supply control unit 10, but the type of water to be used is manually selected by the water supply button 11 installed indoors. You can also.

給水器4は配水管12を介して水流量調整部13に接続されており、給水器4から水流量調整部13に供給された水は、水流量調整部13に接続された複数の分岐管である第一の分岐管14、第二の分岐管15、第三の分岐管16によって、配分される水の分配比が考慮されて配分される。水流量調整部13には分配制御部17が設置されており、この分配制御部17には、後述する汚水濃度センサ18と処理水濃度センサ19とが電気的に接続されており、汚水濃度センサ18と処理水濃度センサ19とから送出される情報に基づいて、水流量調整部13から配分される水の分配比が決定される。   The water supply 4 is connected to the water flow rate adjustment unit 13 via the water distribution pipe 12, and the water supplied from the water supply 4 to the water flow rate adjustment unit 13 is a plurality of branch pipes connected to the water flow rate adjustment unit 13. The first branch pipe 14, the second branch pipe 15, and the third branch pipe 16 are distributed in consideration of the distribution ratio of the distributed water. A distribution control unit 17 is installed in the water flow rate adjustment unit 13, and a sewage concentration sensor 18 and a treated water concentration sensor 19 described later are electrically connected to the distribution control unit 17. Based on the information sent from 18 and the treated water concentration sensor 19, the distribution ratio of water distributed from the water flow rate adjustment unit 13 is determined.

浄化槽20は、嫌気槽21と好気槽22とが連結して形成されており、嫌気槽21には嫌気性微生物が充填され、好気槽22には好気性微生物が充填されている。嫌気槽21には汚水流入管23が連結され、嫌気槽21に対して汚水が流入する。また、好気槽22の入口側には、好気槽22に流入する汚水の濃度を検出する汚水濃度センサ18が設置され、好気槽22の出口側には、浄化槽20によって処理されて好気槽22から流出する処理水の濃度を検出する処理水濃度センサ19が設置されている。   The septic tank 20 is formed by connecting an anaerobic tank 21 and an aerobic tank 22, the anaerobic tank 21 is filled with anaerobic microorganisms, and the aerobic tank 22 is filled with aerobic microorganisms. A sewage inflow pipe 23 is connected to the anaerobic tank 21, and sewage flows into the anaerobic tank 21. Further, a sewage concentration sensor 18 for detecting the concentration of sewage flowing into the aerobic tank 22 is installed on the inlet side of the aerobic tank 22, and the outlet side of the aerobic tank 22 is preferably processed by the septic tank 20. A treated water concentration sensor 19 for detecting the concentration of treated water flowing out of the air tank 22 is installed.

第一の分岐管14は好気槽22に接続されており、第一の分岐管14を介して水流量調整部13から供給された水は、好気槽22に流入する汚水を希釈する。好気槽22には処理水流出管24が接続され、この処理水流出管24の途中に、好気槽22側から見て噴霧器25、希釈槽26の順に配置されている。噴霧器25には第二の分岐管15が接続され、また、希釈槽26には第三の分岐管16が接続されており、噴霧器25と希釈槽26に水流量調整部13から水が供給される。また、希釈槽26には別途雨樋を設けて、雨水が直接希釈槽26に流入する構造としてもよい。   The first branch pipe 14 is connected to the aerobic tank 22, and the water supplied from the water flow rate adjusting unit 13 via the first branch pipe 14 dilutes the sewage flowing into the aerobic tank 22. A treated water outflow pipe 24 is connected to the aerobic tank 22, and a sprayer 25 and a dilution tank 26 are arranged in this process water outflow pipe 24 in this order as viewed from the aerobic tank 22 side. A second branch pipe 15 is connected to the sprayer 25, and a third branch pipe 16 is connected to the dilution tank 26, and water is supplied from the water flow rate adjusting unit 13 to the sprayer 25 and the dilution tank 26. The Further, a rain gutter may be provided in the dilution tank 26 so that rainwater flows directly into the dilution tank 26.

浄化槽20ではまず、嫌気槽21で汚水中の浮遊物が取り除かれるとともに、嫌気性微生物によって汚水に含まれる有機物が除去される。
浄化槽20においては、生活排水中に含まれる窒素を除去することが必要であるが、排水中に含まれる窒素の多くは、屎尿などに含まれるアンモニアがイオン化したアンモニウムイオンとして存在しており、このアンモニウムイオンを酸化することによって、亜硝酸イオンを経て硝酸イオンに変換する。この硝化の過程は好気槽22において行われる。
In the septic tank 20, first, suspended matter in sewage is removed in the anaerobic tank 21, and organic substances contained in the sewage are removed by anaerobic microorganisms.
In the septic tank 20, it is necessary to remove nitrogen contained in the domestic wastewater, but most of the nitrogen contained in the wastewater exists as ammonium ions obtained by ionizing ammonia contained in manure, etc. By oxidizing ammonium ions, they are converted to nitrate ions via nitrite ions. This nitrification process is performed in the aerobic tank 22.

しかし、好気槽22に流入する汚水の濃度が高すぎると、好気槽22に充填されている好気性微生物が異常繁殖し、その結果、好気槽22内のBOD(Biochemical Oxygen Demand)が高くなる。BODは、微生物が水中の有機物を分解するときに消費する酸素量であり、この消費する酸素量の増大によって好気槽22内が酸欠状態となり、好気性微生物が死滅する。また、好気槽22に流入する汚水に、好気性微生物の繁殖に適さない洗剤等が多く含まれている場合には、やはり好気性微生物が死滅する。   However, if the concentration of the sewage flowing into the aerobic tank 22 is too high, the aerobic microorganisms filled in the aerobic tank 22 abnormally propagate, and as a result, BOD (Biochemical Oxygen Demand) in the aerobic tank 22 is increased. Get higher. BOD is the amount of oxygen consumed by microorganisms when decomposing organic substances in water. The increase in the amount of oxygen consumed causes the aerobic tank 22 to become deficient and kills the aerobic microorganisms. In addition, when the sewage flowing into the aerobic tank 22 contains a lot of detergent or the like that is not suitable for the growth of aerobic microorganisms, the aerobic microorganisms are also killed.

そのため、汚水濃度センサ18が、好気槽22に流入する汚水の濃度が上限基準値より高いことを感知したときは、その情報に基づいて水流量調整部13から第一の分岐管14を経て好気槽22に水が供給され、好気槽22に流れる汚水濃度が低下して、好気性微生物が好適に繁殖し、汚水処理能力が高まる。   Therefore, when the sewage concentration sensor 18 senses that the concentration of sewage flowing into the aerobic tank 22 is higher than the upper limit reference value, the water flow rate adjustment unit 13 passes through the first branch pipe 14 based on the information. Water is supplied to the aerobic tank 22, the concentration of sewage flowing into the aerobic tank 22 is lowered, aerobic microorganisms are suitably propagated, and the sewage treatment capacity is increased.

一方、BODが低下しすぎると、微生物のえさが減少することとなって微生物が減少し、汚水浄化能力が低下するため、微生物の適正な繁殖がなされる程度のBOD濃度を保つことが必要である。そのため、汚水濃度センサ18が、好気槽22内の汚水の濃度が下限基準値より低いことを感知したときは、水流量調整部13からの水の供給を停止する。
硝化の過程によって好気槽22内で生成された硝酸イオンは、硝化液として嫌気槽21に戻され、嫌気槽21内で還元されて窒素分子となり、窒素分子は大気中に放散されて排水中から分離する。
On the other hand, if the BOD is too low, the microbial feed will be reduced and the microorganism will be reduced, and the sewage purification ability will be reduced. Therefore, it is necessary to maintain a BOD concentration that allows the microorganisms to propagate properly. is there. Therefore, when the sewage concentration sensor 18 senses that the sewage concentration in the aerobic tank 22 is lower than the lower limit reference value, the supply of water from the water flow rate adjustment unit 13 is stopped.
Nitrate ions generated in the aerobic tank 22 by the nitrification process are returned to the anaerobic tank 21 as a nitrification liquid, reduced in the anaerobic tank 21 to become nitrogen molecules, and the nitrogen molecules are diffused into the atmosphere and discharged into the waste water. Separate from.

このようにして浄化槽20によって処理された処理水は、処理水流出管24から排出されるが、この処理水流出管24には噴霧器25が設けられており、噴霧器25には第二の分岐管15が連結されている。噴霧器25には第二の分岐管15を介して水流量調整部13から水が供給され、噴霧器25から霧状の水が処理水に対して吹き付けられる。   The treated water thus treated by the septic tank 20 is discharged from the treated water outflow pipe 24. The treated water outflow pipe 24 is provided with a sprayer 25, and the sprayer 25 has a second branch pipe. 15 are connected. Water is supplied from the water flow rate adjusting unit 13 to the sprayer 25 via the second branch pipe 15, and mist water is sprayed from the sprayer 25 to the treated water.

処理水は浄化槽20内の細菌によって処理されているが、上述したように、浄化槽20内の細菌の繁殖を最適な状態で維持するためには、浄化槽20内の汚水濃度をある範囲内に維持することが必要であり、状況によっては、自然界に放出するためにはさらに希釈が必要な場合がある。   The treated water is treated by the bacteria in the septic tank 20, but as described above, the sewage concentration in the septic tank 20 is maintained within a certain range in order to maintain the propagation of bacteria in the septic tank 20 in an optimum state. In some situations, further dilution may be necessary to release to nature.

本発明においては、このような場合に備えて、処理水濃度センサ19が処理水濃度が基準値よりも高く、処理水の希釈が必要であると判断すると、噴霧器25が霧状の水を処理水に対して吹き付けて、処理水を希釈する。処理水を希釈するにあたって、希釈後の処理水の濃度ができる限り均等であることが好ましいが、噴霧器25は霧状の水を吹き付けるため、処理水の特定の領域だけが希釈されることがなく、処理水の濃度を均等にする点において有利である。噴霧器25の形態としては、例えば、ノズル形状の噴霧口を有し、この噴霧口から所定の圧力で水が噴出するようにすればよい。   In the present invention, in preparation for such a case, when the treated water concentration sensor 19 determines that the treated water concentration is higher than the reference value and the treated water needs to be diluted, the sprayer 25 treats the mist water. Spray the water to dilute the treated water. In diluting the treated water, it is preferable that the concentration of the treated water after dilution is as uniform as possible. However, since the sprayer 25 sprays mist-like water, only a specific region of the treated water is not diluted. It is advantageous in that the concentration of treated water is made uniform. As a form of the sprayer 25, for example, a nozzle-shaped spray port may be provided, and water may be ejected from the spray port at a predetermined pressure.

処理水流出管24にはさらに希釈槽26が設けられており、噴霧器25から噴出する霧状の水によって希釈された処理水は、この希釈槽26に一時的に蓄えられる。希釈槽26には第三の分岐管16が連結されており、噴霧器25で希釈された後の処理水は、希釈槽26においてさらに希釈され、その上澄み液が放出される。希釈槽26は最後の希釈手段であるため、可能な限り希釈されることが望ましいことから、希釈水の残量に余裕がある場合には、残っている希釈水を可能な限り使用する。また、希釈槽26に別途雨樋を設けて雨水が直接希釈槽26に流入する構造とすることによって、雨水を直接利用することもできる。   The treated water outflow pipe 24 is further provided with a dilution tank 26, and the treated water diluted with the mist-like water ejected from the sprayer 25 is temporarily stored in the dilution tank 26. The third branch pipe 16 is connected to the dilution tank 26, and the treated water after being diluted by the sprayer 25 is further diluted in the dilution tank 26, and the supernatant liquid is discharged. Since the dilution tank 26 is the last dilution means, it is desirable to dilute as much as possible. Therefore, when there is a surplus in the remaining amount of dilution water, the remaining dilution water is used as much as possible. Moreover, rainwater can also be directly used by providing a rain gutter separately in the dilution tank 26 so that rainwater flows directly into the dilution tank 26.

このように、本発明においては、汚水濃度センサ18によって検知される汚水濃度に基づいて、好気槽22内における汚水濃度が好気性細菌の繁殖に適する範囲内となるように、好気槽22内の細菌の繁殖状態を最適化して、細菌による汚水の浄化を最適なレベルで促進している。その一方、細菌による浄化によってもなお残留する汚水成分を希釈するために、浄化槽20から流出する処理水を希釈して自然界に放出している。この方法によると、好気槽22内の細菌の繁殖状態を最適化するために必要な水を最小限使用して、細菌による浄化機能を最高レベルで高めて浄化しているため、浄化の効果は最大となる一方で、細菌による浄化ではなおも残留する汚水成分を希釈しているため、使用する水の総和としては最小限の使用量で、自然界に放出できるレベルのきれいな排水を得ることができ、節水と自然環境の保護の両面において大きな効果がある。   Thus, in the present invention, based on the sewage concentration detected by the sewage concentration sensor 18, the aerobic tank 22 is set so that the sewage concentration in the aerobic tank 22 is within a range suitable for the growth of aerobic bacteria. By optimizing the breeding condition of the bacteria in the inside, the purification of sewage by bacteria is promoted at an optimum level. On the other hand, in order to dilute the sewage components still remaining after purification by bacteria, the treated water flowing out from the septic tank 20 is diluted and released to the natural world. According to this method, the purification effect by bacteria is enhanced at the highest level by using a minimum amount of water necessary for optimizing the breeding state of bacteria in the aerobic tank 22, so that the purification effect is improved. On the other hand, purification of bacteria still dilutes residual sewage components, so that the total amount of water used can be used to obtain clean drainage that can be released to the natural world with the minimum amount used. It has a great effect on both water saving and protection of the natural environment.

本発明は、可能な限り節水しながら、汚水を効果的に希釈して、排水が自然環境を損なうことのない汚水浄化装置および汚水浄化方法として利用することができる。   INDUSTRIAL APPLICABILITY The present invention can be used as a sewage purification apparatus and a sewage purification method that effectively dilutes sewage while saving water as much as possible, and does not impair the natural environment.

本発明の実施形態に係る汚水浄化装置の構成を示す図である。It is a figure which shows the structure of the sewage purification apparatus which concerns on embodiment of this invention.

符号の説明Explanation of symbols

1 貯水タンク
2 雨水供給管
3 配水管
4 給水器
5 水道水供給部
6 地下水供給部
7 水道水供給管
8 地下水供給管
9 貯水残量センサ
10 給水制御部
11 給水ボタン
12 配水管
13 水流量調整部
14 第一の分岐管
15 第二の分岐管
16 第三の分岐管
17 分配制御部
18 汚水濃度センサ
19 処理水濃度センサ
20 浄化槽
21 嫌気槽
22 好気槽
23 汚水流入管
24 処理水流出管
25 噴霧器
26 希釈槽
DESCRIPTION OF SYMBOLS 1 Water storage tank 2 Rainwater supply pipe 3 Water distribution pipe 4 Water supply device 5 Tap water supply part 6 Groundwater supply part 7 Tap water supply pipe 8 Groundwater supply pipe 9 Water storage residual quantity sensor 10 Water supply control part 11 Water supply button 12 Water supply pipe 13 Water flow adjustment Section 14 First branch pipe 15 Second branch pipe 16 Third branch pipe 17 Distribution control section 18 Sewage concentration sensor 19 Treated water concentration sensor 20 Septic tank 21 Anaerobic tank 22 Aerobic tank 23 Sewage inflow pipe 24 Treated water outflow pipe 25 Nebulizer 26 Dilution tank

本発明は、汚水を浄化するにあたって、水の使用量を最小限としつつ、効率良く汚水を浄化することが可能な汚水浄化装置に関する。 The present invention, in order to purify the sewage, while minimizing the amount of water, about the dirty water equipment capable of purifying efficiently sewage.

Claims (7)

好気槽と嫌気槽とからなる浄化槽に対して、汚水が流入する汚水流入管が浄化槽に接続され、浄化槽によって処理された処理水が流出する処理水流出管が浄化槽に接続され、前記好気槽の汚水流入管側に汚水濃度センサが設けられ、前記好気槽の処理水流出管側に処理水濃度センサが設けられ、前記汚水濃度センサと前記処理水濃度センサとによって検知される汚水濃度と処理水濃度に基づいて、好気槽の汚水流入管側と処理水流出管側とに、水流量調節部から水が分岐して配分されることを特徴とする汚水浄化装置。   For the septic tank composed of an aerobic tank and an anaerobic tank, a sewage inflow pipe into which sewage flows is connected to the septic tank, and a treated water outflow pipe from which the treated water treated by the septic tank flows out is connected to the septic tank, and the aerobic tank A sewage concentration sensor is provided on the sewage inflow pipe side of the tank, a treated water concentration sensor is provided on the treated water outflow pipe side of the aerobic tank, and the sewage concentration detected by the sewage concentration sensor and the treated water concentration sensor A sewage purification apparatus characterized in that water is branched and distributed from the water flow rate control unit to the sewage inflow pipe side and the treated water outflow pipe side of the aerobic tank based on the treated water concentration. 前記処理水流出管に噴霧器が設けられ、この噴霧器に対して前記水流量調節部から水が分岐して配分されることを特徴とする請求項1記載の汚水浄化装置。   The sewage purification apparatus according to claim 1, wherein a sprayer is provided in the treated water outflow pipe, and water is branched and distributed from the water flow rate adjusting unit to the sprayer. 前記処理水流出管に希釈槽が設けられ、この希釈槽に対して前記水流量調節部から水が分岐して配分されることを特徴とする請求項1または2記載の汚水浄化装置。   The sewage purification apparatus according to claim 1 or 2, wherein a dilution tank is provided in the treated water outflow pipe, and water is branched and distributed to the dilution tank from the water flow rate adjusting unit. 前記水流量調節部には貯水タンクから給水器を介して配水管が接続され、前記貯水タンクには雨水を供給する雨水供給管が配置され、この雨水供給管によって雨水が前記水流量調節部に供給されることを特徴とする請求項1から3のいずれかに記載の汚水浄化装置。   A water distribution pipe is connected to the water flow rate adjusting unit from a water storage tank via a water supply, and a rainwater supply pipe for supplying rain water is disposed in the water storage tank. The rainwater supply pipe causes rainwater to flow into the water flow rate adjusting unit. The sewage purification apparatus according to any one of claims 1 to 3, wherein the sewage purification apparatus is supplied. 前記給水器には水道水供給部と地下水供給部とが接続され、前記貯水タンクに設置された貯水残量センサが検知する貯水残量に応じて、水道水供給部と地下水供給部のいずれか一方または両方から、水道水と地下水のいずれか一方または両方が前記給水器に供給されることを特徴とする請求項4載の汚水浄化装置。   A tap water supply unit and a groundwater supply unit are connected to the water supply unit, and either a tap water supply unit or a groundwater supply unit is selected according to the remaining water amount detected by a remaining water storage sensor installed in the water storage tank. The sewage purification apparatus according to claim 4, wherein one or both of tap water and groundwater is supplied to the water supply device from one or both. 好気槽の汚水流入管側に設置された汚水濃度センサによって検知される汚水濃度に基づいて、好気槽における汚水濃度が好気性細菌の繁殖に適する範囲内となるように好気槽に流入する汚水を希釈するとともに、好気槽の処理水流出管側に設置された処理水濃度センサによって検知される処理水濃度に基づいて、好気槽から流出する処理水の濃度が基準値濃度以下となるように、好気槽から流出する処理水を希釈して排水することを特徴とする汚水浄化方法。   Based on the sewage concentration detected by the sewage concentration sensor installed on the sewage inflow pipe side of the aerobic tank, it flows into the aerobic tank so that the sewage concentration in the aerobic tank is within the range suitable for the growth of aerobic bacteria. The concentration of treated water flowing out of the aerobic tank is below the reference value concentration based on the treated water concentration detected by the treated water concentration sensor installed on the treated water outflow pipe side of the aerobic tank The waste water purification method characterized by diluting and draining the treated water which flows out from an aerobic tank so that it may become. 前記希釈のために使用される水として雨水を優先的に使用し、選択的に水道水または地下水を使用することを特徴とする請求項6記載の汚水浄化方法。   The sewage purification method according to claim 6, wherein rainwater is preferentially used as the water used for the dilution, and tap water or groundwater is selectively used.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4573313B1 (en) * 2010-04-09 2010-11-04 隆二 塩▲崎▼ Sewage purification equipment
KR102078752B1 (en) * 2019-06-18 2020-02-18 주식회사 코리아모바일 Environment-friendly restroom using reprocessed toilet water using hollow fiber membranes and rainwater

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Publication number Priority date Publication date Assignee Title
JP4191788B1 (en) * 2008-04-21 2008-12-03 隆二 塩▲崎▼ Sewage purification equipment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4573313B1 (en) * 2010-04-09 2010-11-04 隆二 塩▲崎▼ Sewage purification equipment
JP2011218291A (en) * 2010-04-09 2011-11-04 Ryuji Shiozaki Sewage cleaning device
KR102078752B1 (en) * 2019-06-18 2020-02-18 주식회사 코리아모바일 Environment-friendly restroom using reprocessed toilet water using hollow fiber membranes and rainwater

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