JP2004230238A - System and method for treating intermediate water - Google Patents

System and method for treating intermediate water Download PDF

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Publication number
JP2004230238A
JP2004230238A JP2003019530A JP2003019530A JP2004230238A JP 2004230238 A JP2004230238 A JP 2004230238A JP 2003019530 A JP2003019530 A JP 2003019530A JP 2003019530 A JP2003019530 A JP 2003019530A JP 2004230238 A JP2004230238 A JP 2004230238A
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Japan
Prior art keywords
water
tank
water supply
treatment
treated
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JP2003019530A
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Japanese (ja)
Inventor
Ryukichi Miyauchi
隆吉 宮内
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Fujiclean Co Ltd
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Fujiclean Co Ltd
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Priority to JP2003019530A priority Critical patent/JP2004230238A/en
Publication of JP2004230238A publication Critical patent/JP2004230238A/en
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  • Sanitary Device For Flush Toilet (AREA)
  • Treatment Of Biological Wastes In General (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a reasonable constitutive technique for obtaining intermediate water by treating waste water and using the obtained intermediate water as toilet washing water. <P>SOLUTION: The subject system for treating the intermediate water has an intermediate water treatment tank 101 for treating the water to be treated to obtain the intermediate water, a toilet 105 having a water feeding tank 106, an intermediate water supplying route 102 for supplying the intermediate water from the tank 101 to the tank 106, a clean water supplying route 107 for supplying cleane water to the tank 106 and a clean water supply amount adjusting means 108. The amount of the clean water to be supplied to the tank 106 can be adjusted by the means 108 according to the amount of the intermediate water to be supplied to the tank 106 through the route 102. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、汚水を処理し中水として利用するための技術に関する。
【0002】
【従来の技術】
浄化槽の一例として、例えば浴室排水や雨水等の被処理水を処理してトイレの洗浄用水、庭木の散水用水等の中水として利用する中水利用装置の構成が特開2001−137871号に開示されている。この公報では、汚濁物質の濃度の高低に応じて、中水利用装置を含む複数の処理系統を有するハイブリッドタイプの浄化槽が開示されている。
【0003】
このハイブリッド浄化槽における中水利用装置では、複数の処理槽における処理を経た被処理水が、消毒槽を通じて貯水槽に送られた後、ポンプを用いて中水供給経路に放出されるよう構成される。ところで、かかる中水処理槽を介して得られた中水をトイレや散水用水として用いること自体は公知であるものの、例えばトイレについてみれば、かかる中水の供給態様の合理的な構築技術について更なる創意工夫を講じる必要がある。
【0004】
【特許文献1】
特開2001−137871号公報
【0005】
【発明が解決しようとする課題】
本発明は、かかる点に鑑みてなされたものであり、汚水を処理して中水を得るとともにトイレの洗浄水として利用するための合理的な構成技術を提供することを目的とする。
【0006】
【課題を解決するための手段】
上記課題を達成するため、各請求項記載の発明が構成される。
請求項1に記載の発明によれば、被処理水を処理して中水を得る中水処理装置と、給水タンクを有するトイレと、中水処理装置によって得られた中水を給水タンクへと送る中水供給経路と、給水タンクへと上水を供給する上水供給経路と、上水供給量調整手段とを有する中水処理システムが構成される。「中水処理装置」は、典型的には、浄化槽の一態様として、生物処理槽等といった各種の処理槽がハウジング内に配置された中水処理槽によって構成するのが好ましい。中水処理装置によって処理される「被処理水」は、その汚濁物質濃度の高低を問わないものの、典型的には、浴室排水や雨水等といった比較的汚濁物質濃度の低い被処理水を用いるのが好ましい。また、中水処理装置はトイレの給水タンクに対して低位に配置されるのが多く、あるいは中水の安定供給の見地から、「中水供給経路」には中水供給ポンプを配設するのが好ましい。またトイレの「給水タンク」は、高所に設置されるハイタンクおよび便器近傍に配設されるロータンクのいずれも好適に包含するものとし、「上水供給経路」は、かかる給水タンクに対し、一般の上水道からの上水を導くよう構成するのが好ましい。
【0007】
本発明における上水供給量調整手段は、中水供給経路を通じて給水タンクへと供給される中水の供給量に応じて、当該給水タンクへの上水供給量を調整するよう構成される。かかる構成により、トイレの給水タンクへの給水という中水の典型的な利用システムにおいて、中水と上水の各供給ラインを協働させ、合理的なシステムを構築することが可能となる。中水の各種の利用対象のうち、特にトイレの給水タンクは、利用者が給水量を常時に確認するものではなく、その反面、例えば停電や機器故障の場合であっても、給水の安定化に対する要請が比較的高く存する。このため、通常は中水供給経路を通じて給水タンクに中水を供給するとともに、当該中水の供給量が低減ないし停止した場合には、上水を適宜供給して給水タンクにおける水量低下を防止し、安定的な洗浄水供給を図るといった利用形態が可能となる。
【0008】
なお本発明は、給水タンクへの上水の供給量の調整の手法に関し、例えば上水供給経路上に給水弁を設け、当該給水弁の開閉を制御するといった構成を好適に包含する。また当該給水弁の開閉制御に関しては、例えば中水供給量をモニターしつつマイクロコンピュータによって行なう態様、給水タンク内の水位に応じて上下動するフロート部材を配置し、当該フロート部材の上下動に応じて給水弁の開閉を行なう態様などを好適に包含する。さらに本発明は、上水供給経路状の給水弁を必要に応じてマニュアル開閉する態様をも好適に包含する。
【0009】
(請求項2に記載の発明)
請求項2に記載の発明によれば、請求項1に記載の中水処理システムにおける中水処理装置は、少なくとも、好気処理槽と、当該好気処理槽よりも下流側の貯水槽とを有する中水処理槽として構成される。そして中水供給経路は、当該中水処理装置の貯水槽と給水タンクを連接するとともに、当該中水供給経路上に給水ポンプが配置されてなる。これにより、上記中水処理システムにおいて中水を給水タンクに供給するための具体的な態様が構成されることとなる。なお中水処理槽内の各処理槽として、上記好気処理槽および貯水槽以外に、夾雑物除去槽、嫌気処理槽、処理水槽、消毒槽などの全部または一部を適宜付設する構成としてもよい。
【0010】
(請求項3に記載の発明)
請求項3に記載の発明によれば、請求項1に記載の中水処理システムを用いた中水の処理方法と実質的に同等の構成を有する処理方法が構築可能とされることとなる。もちろん請求項2に記載された中水処理システムの構成要素と実質的に同等の構成要素を付加し、一層合理的な中水処理方法を構築することも可能である。
【0011】
【発明の実施の形態】
以下、本発明の実施の形態である中水処理システム100および当該中水処理システム100による汚水の処理方法について図面を参照しつつ説明する。このうち図1は中水処理システム100の構成、図2は当該中水処理システム100に用いられる中水処理槽101の構成をそれぞれ模式的に示す。
【0012】
中水処理システム100は、概括的に見て、中水処理槽101、中水供給経路102、中水供給ポンプ103、トイレ105、給水タンク106、上水供給経路107、流量調整バルブ108、流量調整コントローラ109を主体として構成されている。
【0013】
このうち中水処理槽101は、流入した汚水を適宜処理して中水を得るための処理槽として構成されるものであり、本発明における「中水処理装置」に対応する要素である。なお特に図示しないものの、本実施の形態では、浴室排水や雨水等といった比較的汚濁物質濃度の低い被処理水が中水処理槽101において処理されて中水が得られるよう構成されている。中水供給経路102は、中水処理槽101を、トイレ105に隣接して設けられた給水タンク106へと連接する。
中水供給経路102途上には中水供給ポンプ103が設けられる。中水供給ポンプ103は、給水タンク106よりも低位に配置される中水処理槽101からの中水を当該給水タンク106に圧送するために用いられる。給水タンク106は、家屋内のトイレ105に隣接して設けられるとともに、貯留した洗浄用水をトイレ105に適宜給水する。なお特に図示しないものの、給水タンク106内には、フロート弁が配置されており、給水タンク106内の水位の上昇に伴って当該フロート弁が浮上して中水供給経路102を通じた中水の供給量を適宜調整する。
【0014】
給水タンク106には、上記中水供給経路102と併せて、上水供給経路107が連接され、特に図示しない上水道からの上水が給水タンク106に導入可能に構成される。中水供給経路102および上水供給経路107は、それぞれ給水タンク106に設けられた注水口を利用して当該給水タンク106に接続される。従って、給水タンク106に格別の経路接続部を形成する必要がない。上水供給経路107の経路途上には流量調整バルブ108が配置されている。流量調整バルブ108は、上水供給経路107の流路断面積を変化させ、あるいは流路を遮断して上水の供給量を適宜調整する。本実施の形態では、当該流量調整バルブ108は流量調整コントローラ109による流量調整バルブ制御信号に基づいて開閉制御を受ける。流量調整バルブ108および流量調整コントローラ109は、本発明における「上水供給量調整手段」に対応する要素である。流量調整コントローラ109は、中水供給経路102に設けられた中水供給流量センサ(特に図示しない)からの中水供給量信号に基づいて流量調整バルブ108の開閉制御信号を生成する。具体的には、給水タンク106への中水供給量が所定の基準量以上の場合には、流量調整バルブ108が閉鎖されるように流量調整バルブ制御信号を生成し、所定の基準量を下回った場合には、流量調整バルブ108が開放されるように流量調整バルブ制御信号を生成する。
【0015】
本実施の形態における中水処理槽101の詳細な構成が図2に示される。中水処理槽101は、被処理水が中水処理槽ハウジング110内に流入する流入部113側から、夾雑物除去槽121、嫌気処理槽123、生物処理槽125、処理水槽127、消毒装置129および貯水槽131の順で配列されるとともに、各処理槽は処理流路111によって適宜連通される。中水処理槽101内の各処理槽にて適宜汚水処理を受けた被処理水は、中水として貯水槽131から放出され、図1に示す中水給水ポンプ103を経由して給水タンク106へ送られる。
【0016】
なお本実施の形態における中水処理槽101は、各種の汚濁物質濃度を有する被処理水(汚水)に対応することができるが、消毒装置129の下流側に貯水槽131を配置することで、処理された被処理水をトイレの洗浄用水として好適に利用することが可能とされている。なお、中水処理槽101に流入する被処理水の汚濁物質濃度が比較的低い場合には、上記夾雑物除去槽121、嫌気処理槽123等の構成を適宜省略するとともに、曝気槽や沈殿槽等を適宜配置して構成することも可能である。
【0017】
流入部113を通じて中水処理槽ハウジング110内に流入した被処理水については、まず夾雑物除去槽121において、被処理水中の固形物等の夾雑物が固液分離されて当該被処理水から除去処理される。
【0018】
夾雑物除去槽121で処理された被処理水は、処理流路111を通じて嫌気処理槽123へ移送される。嫌気処理槽123内には、特に図示しないものの、有機汚濁物を嫌気処理(還元処理)する嫌気性微生物が付着した濾材が設けられており、被処理水中の有機汚濁物が当該嫌気処理槽123内の嫌気性微生物によって適宜嫌気処理されることになる。
【0019】
嫌気処理槽123において嫌気処理された被処理水は、次に生物処理槽125に移送される。生物処理槽125内には、特に図示しないものの、粒状担体が流動可能に充填された生物処理領域が形成されている。粒状担体は、中空円筒状に形成されるとともに、有機汚濁物を好気処理(酸化処理)する好気性微生物を多数付着させている。なお粒状担体の材質として、例えばパーライト、シラスバルーン、発泡コンクリート、活性炭、多孔質セラミック、多孔質ガラス等といった無機性担体、ポリエチレン、ポリプロピレン、ポリ塩化ビニル、ポリウレタン等の合成樹脂担体を適宜用いることができる。かくして生物処理槽125では、通常運転時において生物処理領域に散気エアを供給することで好気処理が遂行される。
【0020】
嫌気処理槽123における嫌気処理、および生物処理槽125における好気処理を経た被処理水は、処理流路111を通じて処理水槽127に送られる。本実施の形態における処理水槽127は被処理水における固液分離槽としての機能を併有する要素であり、当該処理水槽127において固形成分の沈降が促され、これによって被処理水の沈静化が行われる。次に処理水槽127内の被処理水は処理流路111を通じて消毒装置129に送られる。消毒装置129において消毒処理を受けた被処理水は、さらに処理流路111を通じて貯水槽131に送られる。被処理水は貯水槽131内に暫時貯水され、当該貯水の際に固形成分の更なる沈降が促される。貯水槽131において可能な限り清澄化された被処理水は、中水として放出部135を通じて、図1に示す中水供給経路102に放出され、トイレ105の給水タンク106に供給される。中水の供給に際しては、中水供給ポンプ103が用いられる。中水供給ポンプ103については、例えばエアリフトポンプや水中設置式ポンプ等によって適宜代替することが可能である。なお、処理水槽127内の被処理水の一部をエアリフトポンプ等によって夾雑物除去槽121等の上流側処理槽に還流し、再度上流側より処理を受ける構成としてもよい。
【0021】
次に、上記のように構成される本実施の形態に係る中水処理システム100に関し、その作用および使用方法について詳細に説明する。例えば浴室排水や雨水といった比較的汚濁物質濃度の低い汚水が、被処理水として図2に示す中水処理槽101に送られる。具体的には、図2に示す流入部113を通じて中水処理槽ハウジング110内に流入した被処理水は、夾雑物除去槽121において固液分離による夾雑物の除去処理を受け、嫌気処理槽123において嫌気処理を受け、生物処理槽125において好気処理を受ける。被処理水は更に処理水槽127における沈静化処理を受け、これにより中水が得られることとなる。
【0022】
中水処理槽101によって得られた中水は、図1に示すように、中水供給ポンプ103を介し、中水供給経路102を通じてトイレ105に隣接する給水タンク106に送られる。このとき中水供給経路102上に配置された中水供給流量センサを通じ、流量調整コントローラ109が中水供給流量を適宜モニターしている。給水タンク106に送られた中水は、当該給水タンク106に貯留されつつ、所要に応じて適宜トイレ105の洗浄用水として適宜利用される。特に図示しないものの、給水タンク106内には水位に応じて上下動するフロート部材が配置されている。このフロート部材は、中水供給経路102を開閉する切替え弁に連動し、給水タンク106内の水位の上昇に応じて中水供給経路102から給水タンク106への給水調整が適宜行なわれる。これにより給水タンク106への中水供給が過剰とならないように構成されている。
【0023】
なお中水処理槽101側から給水タンク106へと中水が正常に供給されている場合には、流量調整コントローラ109による流量調整バルブ制御信号109bを介して上水供給経路107側の流量調整バルブ108は閉鎖され、給水タンクへの上水の供給が規制された状態とされている。
【0024】
ところで中水処理システムの運用に際し、例えば中水供給ポンプ103が故障したり、あるいは停電によって中水の供給に支障が生じたりする場合がある。この場合、中水処理槽101から給水タンク106への中水の供給が減少ないし停止することになるため、給水タンク106の貯水量が低減し、トイレ利用の際に支障をきたす可能性が生じ得る。本実施の形態では、このような場合、流量調整コントローラ109は、中水供給量信号109aに基づき、流量調整バルブ制御信号109bを介して流量調整バルブ108を開放制御する。
【0025】
従って本実施の形態によれば、通常は、中水処理槽101によって処理された中水をトイレ105の洗浄用水として利用することで資源の有効利用を図るとともに、例えば停電時、あるいは中水供給ポンプ103故障時のように、給水タンク106への中水の供給に支障が生じる場合には、流量調整コントローラ109が上水を給水タンク106に適宜に導くことで、給水タンク106における貯水量不足を未然に防止することが可能となる。これにより、汚水を処理して中水を得るとともにトイレの洗浄水として利用するための合理的な構成技術が提供されることとなった。
【0026】
(第1の変更形態)
本発明の実施の形態の第1の変更形態につき、図3を参照しつつ説明する。なお当該変更形態は、上記発明の実施の形態における上水の流量調整手段の変更に関するものであり、共通する部材要素については、適宜その図示および詳細な説明を省略するものとする。本変更形態に係る中水処理システム200では、トイレ205の給水タンク206に対する中水供給経路202からの中水の注水箇所に、フロート部材204aを有する中水側流量調整バルブ204が設けられる。
また上水供給経路207から給水タンク206への上水の注水箇所には、フロート部材208aを有する上水側流量調整バルブ208が設けられる。中水側流量調整バルブ204および上水側流量調整バルブ208は、それぞれ給水タンク206内のトイレ洗浄用水の水位の上昇に伴って各フロート部材204a,208aが上昇することにより、当該フロート部材204a,208aの上昇動作に連動して、中水供給経路202および上水供給経路207をそれぞれ閉鎖可能に構成される。
【0027】
本変更形態において中水の供給が正常に行なわれている場合には、中水供給ポンプ203を介して中水が給水タンク206に供給されることにより、当該給水タンク206内のトイレ洗浄用水の標準水位が維持される。また給水タンク206内の水位が所要以上に高位となった場合には、フロート部材204aが上昇動作することで中水側流量調整バルブ204を閉鎖し、これにより中水の更なる供給を規制する。同様にフロート部材208aの上昇により上水側流量調整バルブ208が閉鎖され、給水タンク206に対する上水の供給も併せて規制される。
この結果、給水タンク206内の水位の必要以上の上昇が合理的に回避される。
【0028】
一方、停電や中水供給ポンプ203の故障等によって中水の供給が減少し、あるいは中水の供給が遮断された場合には、給水タンク206内の水位が減少する場合が生じ得る。このような場合、給水タンク206内の水位の減少に伴ってフロート部材208aが下降動作して上水側流量調整バルブ208が開放される。
これにより上水供給経路207を通じて上水が給水タンク206に供給され、給水タンク106における貯水量不足を未然に防止することが可能となる。
【0029】
(第2の変更形態)
本発明の実施の形態の第2の変更形態につき、図4を参照しつつ説明する。なお当該変更形態は、第1の変更形態と同様、上記発明の実施の形態における上水の流量調整手段の変更に関するものであり、共通する部材要素については適宜その図示および詳細な説明を省略するものとする。本変更形態に係る中水処理システム300では、中水供給経路302からトイレ305の給水タンク306への注水箇所に、フロート部材304aを有する中水側流量調整バルブ304が設けられる。一方、上水供給経路307途上には、上水供給調整バルブ308が設けられる。この上水供給調整バルブ304は、中水供給経路302側からの中水供給状況に応じて適宜マニュアル開閉操作可能に構成されている。
【0030】
本変更形態において中水の供給が正常に行なわれている場合には、中水供給ポンプ303を介して中水が給水タンク306に供給されることにより、当該給水タンク306内のトイレ洗浄用水の高水位が維持される。また給水タンク306内の水位が所定以上に高位となった場合には、フロート部材304aが上昇動作することで中水側流量調整バルブ304を閉鎖し、これにより中水の更なる供給を規制する。一方、上水供給調整バルブ308は、常時には閉鎖状態におかれ、給水タンク306に対する上水の供給が規制されている。この結果、給水タンク306内の水位の必要以上の上昇が合理的に回避される。
【0031】
一方、停電や中水供給ポンプ303の故障等によって中水の供給が減少した場合、あるいは中水の供給が遮断された場合には、給水タンク306内の水位が減少する場合が生じ得る。このような場合、トイレ305の使用者が上水流量調整バルブ308をマニュアルにて開放する。これにより上水供給経路307を通じて上水が給水タンク306に供給され、給水タンク306における貯水量不足を未然に防止することが可能となる。
【0032】
本件発明に関しては、上記した各種の実施形態等に鑑み、下記のごとく各種の態様が構成可能である。
(態様1)
「請求項1または2に記載の中水処理システムであって、
前記上水供給量調整手段は、前記上水供給経路に設けられて前記給水タンクへの上水の供給量を調整する止水弁を有することを特徴とする中水処理システム。」
このように構成すれば、トイレの給水タンクへの上水の供給量の調整を合理的に遂行することができる。
【0033】
(態様2)
「態様1に記載の中水処理システムであって、
前記止水弁は、前記給水タンク内の水位によって上下動するフロート部材の高さ位置に応じて上水の供給量を調整することを特徴とする中水処理システム。」このように構成すれば、給水タンク内の水位を確実に反映しつつ浄水の供給量の調整を合理的に遂行することができる。
【0034】
(態様3)
「態様1に記載の中水処理システムであって、
前記止水弁は、マニュアル操作弁として構成されることを特徴とする中水処理システム。」
このように構成すれば、通常はトイレ給水タンクに中水を供給する一方において、中水処理装置における被処理水の処理量が一時的に減少し、停電によって中水の供給に支障が生し、あるいは中水の供給系統に故障が生じるといった緊急時に、止水弁を開放して上水をトイレ給水タンクに導くといった対応が可能とされる。
【0035】
【発明の効果】
本発明によれば、汚水を処理して中水を得るとともにトイレの洗浄水として利用するための合理的な構成技術が提供されることとなった。
【図面の簡単な説明】
【図1】本発明の実施の形態に係る中水処理システムの全体構成を模式的に示す。
【図2】同じく本発明の実施の形態に係る中水処理槽の全体構成を模式的に示す。
【図3】本実施の形態の第1の変更例に関する構成を示す部分的模式図である。
【図4】本実施の形態の第2の変更例に関する構成を示す部分的模式図である。
【符号の説明】
100 中水処理システム
101 中水処理槽(中水処理装置)
102 中水供給経路
103 中水供給ポンプ
105 トイレ
106 給水タンク
107 上水供給経路
108 流量調整バルブ(上水供給量調整手段)
109 流量調整コントローラ(上水供給量調整手段)
109a 中水供給量信号
109b 流量調整バルブ制御信号
110 中水処理槽ハウジング
111 処理流路
113 流入部
121 夾雑物除去槽
123 嫌気処理槽
125 生物処理槽
127 処理水槽
129 消毒装置
131 貯水槽
135 放出部
200,300 中水処理システム
203,303 中水供給ポンプ
204,304 中水側流量調整バルブ
204a,304a フロート部材
205,305 トイレ
206,306 給水タンク
208,308 上水側流量調整バルブ
208a フロート部材
[0001]
TECHNICAL FIELD OF THE INVENTION
TECHNICAL FIELD The present invention relates to a technology for treating wastewater and using it as intermediate water.
[0002]
[Prior art]
Japanese Patent Application Laid-Open No. 2001-137871 discloses, as an example of a septic tank, a configuration of a middle water utilization device that treats water to be treated such as bathroom drainage and rainwater and uses the same as middle water such as toilet cleaning water and garden tree watering water. Have been. This publication discloses a hybrid-type septic tank having a plurality of treatment systems including an intermediate water utilization device according to the concentration of pollutants.
[0003]
In the hybrid wastewater tank, the treated water that has been processed in the plurality of treatment tanks is sent to the storage tank through the disinfection tank, and then discharged to the wastewater supply path using the pump. . By the way, although it is known that the wastewater obtained through such a wastewater treatment tank is used as a toilet or water for sprinkling, for example, in the case of a toilet, the rational construction technology of the supply mode of the wastewater is further described. It is necessary to take some ingenuity.
[0004]
[Patent Document 1]
JP 2001-137871 A
[Problems to be solved by the invention]
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and has as its object to provide a rational configuration technique for treating sewage to obtain medium water and using the same as toilet flush water.
[0006]
[Means for Solving the Problems]
In order to achieve the above object, the invention described in each claim is configured.
According to the invention as set forth in claim 1, a wastewater treatment device that processes treated water to obtain wastewater, a toilet having a water supply tank, and wastewater obtained by the wastewater treatment device are supplied to the water supply tank. A middle water treatment system having a middle water supply path for sending, a middle water supply path for supplying clean water to the water supply tank, and a middle water supply amount adjusting unit is configured. Typically, the "sewage treatment apparatus" is preferably configured as a wastewater treatment tank having various treatment tanks such as a biological treatment tank disposed in a housing, as one mode of a septic tank. The `` treatment water '' treated by the sewage treatment apparatus does not matter whether the concentration of the pollutant is high or low, but typically, the water to be treated having a relatively low concentration of the pollutant such as bathroom drainage or rainwater is used. Is preferred. In addition, the sewage treatment equipment is often placed at a lower position than the toilet water tank, or from the viewpoint of stable supply of sewage, a sewage supply pump should be installed in the “sewage supply path”. Is preferred. Further, the “water tank” of the toilet shall preferably include both a high tank installed at a high place and a low tank installed near the toilet, and the “water supply path” may be a general water tank. It is preferable to arrange so as to guide the tap water from the tap water.
[0007]
The water supply amount adjusting means in the present invention is configured to adjust the water supply amount to the water supply tank in accordance with the supply amount of the water supplied to the water supply tank through the water supply path. With such a configuration, in a typical system of using middle water for supplying water to a water supply tank of a toilet, it is possible to construct a rational system by cooperating each supply line of middle water and clean water. Of the various types of water used for water supply, especially for toilet water tanks, the user does not always check the amount of water supply, but on the other hand, even if there is a power outage or equipment failure, the water supply is stabilized. There is a relatively high demand for. For this reason, water is normally supplied to the water supply tank through the water supply path, and when the supply amount of the water is reduced or stopped, water is appropriately supplied to prevent the water amount in the water supply tank from decreasing. In addition, it is possible to utilize the cleaning water in a stable manner.
[0008]
The present invention relates to a method of adjusting the supply amount of clean water to a water supply tank, and preferably includes, for example, a structure in which a water supply valve is provided on a clean water supply path and opening and closing of the water supply valve is controlled. Regarding the opening / closing control of the water supply valve, for example, a mode in which the microcomputer performs monitoring of the amount of supplied water, a float member that moves up and down in accordance with the water level in the water supply tank is disposed, and the float member moves in accordance with the vertical movement of the float member. And the like to open and close the water supply valve. Further, the present invention suitably includes a mode in which the water supply valve in the form of a water supply path is manually opened and closed as necessary.
[0009]
(Invention of claim 2)
According to the invention described in claim 2, the wastewater treatment apparatus in the wastewater treatment system according to claim 1 includes at least an aerobic treatment tank and a water storage tank downstream of the aerobic treatment tank. It is configured as an intermediate water treatment tank. The medium water supply path connects the water storage tank and the water supply tank of the medium water treatment device, and a water supply pump is disposed on the medium water supply path. Thus, a specific mode for supplying the intermediate water to the water supply tank in the intermediate water treatment system is configured. In addition, as each treatment tank in the middle water treatment tank, in addition to the aerobic treatment tank and the water storage tank, a contaminant removal tank, an anaerobic treatment tank, a treatment water tank, and a configuration in which all or part of a disinfection tank and the like are appropriately attached. Good.
[0010]
(Invention of claim 3)
According to the third aspect of the present invention, it is possible to construct a treatment method having substantially the same configuration as that of the wastewater treatment method using the wastewater treatment system according to the first aspect. Of course, it is also possible to add a component substantially equivalent to the component of the wastewater treatment system described in claim 2 and construct a more rational wastewater treatment method.
[0011]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, a wastewater treatment system 100 according to an embodiment of the present invention and a wastewater treatment method by the wastewater treatment system 100 will be described with reference to the drawings. 1 schematically shows the configuration of the wastewater treatment system 100, and FIG. 2 schematically shows the configuration of the wastewater treatment tank 101 used in the wastewater treatment system 100.
[0012]
The sewage treatment system 100 generally includes a sewage treatment tank 101, a sewage supply path 102, a sewage supply pump 103, a toilet 105, a water supply tank 106, a sewage supply path 107, a flow control valve 108, a flow rate The adjustment controller 109 is mainly configured.
[0013]
Among them, the wastewater treatment tank 101 is configured as a treatment tank for appropriately treating the inflowing wastewater to obtain wastewater, and is an element corresponding to the “sewage treatment apparatus” in the present invention. Although not shown, the present embodiment is configured such that treated water having a relatively low concentration of pollutants, such as bathroom drainage and rainwater, is treated in the treated water treatment tank 101 to obtain the treated water. The sewage supply path 102 connects the sewage treatment tank 101 to a water supply tank 106 provided adjacent to the toilet 105.
An intermediate water supply pump 103 is provided on the intermediate water supply path 102. The intermediate water supply pump 103 is used for pumping the intermediate water from the intermediate water treatment tank 101 disposed lower than the water supply tank 106 to the water supply tank 106. The water supply tank 106 is provided adjacent to the toilet 105 in the house, and supplies the stored washing water to the toilet 105 as appropriate. Although not particularly shown, a float valve is disposed in the water supply tank 106, and the float valve floats up as the water level in the water supply tank 106 rises, thereby supplying the middle water through the middle water supply path 102. Adjust the amount appropriately.
[0014]
A water supply path 107 is connected to the water supply tank 106 in addition to the intermediate water supply path 102, and the water supply tank 106 is particularly configured so that water from a water supply (not shown) can be introduced into the water supply tank 106. The medium water supply path 102 and the clean water supply path 107 are connected to the water supply tank 106 using water injection ports provided in the water supply tank 106, respectively. Therefore, it is not necessary to form a special path connecting portion in the water supply tank 106. A flow regulating valve 108 is arranged on the way of the water supply path 107. The flow rate adjusting valve 108 changes the flow path cross-sectional area of the water supply path 107 or shuts off the flow path to appropriately adjust the supply amount of the water supply. In the present embodiment, the flow control valve 108 is subjected to open / close control based on a flow control valve control signal from a flow control controller 109. The flow rate adjusting valve 108 and the flow rate adjusting controller 109 are elements corresponding to the “water supply amount adjusting means” in the present invention. The flow rate adjustment controller 109 generates an open / close control signal for the flow rate adjustment valve 108 based on an intermediate water supply amount signal from an intermediate water supply flow rate sensor (not shown) provided in the intermediate water supply path 102. Specifically, when the supply amount of the intermediate water to the water supply tank 106 is equal to or more than a predetermined reference amount, a flow control valve control signal is generated so that the flow control valve 108 is closed, and the flow rate is lower than the predetermined reference amount. In this case, a flow control valve control signal is generated such that the flow control valve 108 is opened.
[0015]
FIG. 2 shows a detailed configuration of the intermediate water treatment tank 101 in the present embodiment. The sewage treatment tank 101 includes a contaminant removal tank 121, an anaerobic treatment tank 123, a biological treatment tank 125, a treatment water tank 127, and a disinfection device 129 from the inflow portion 113 side where the water to be treated flows into the sewage treatment tank housing 110. And the water storage tanks 131 are arranged in this order, and the processing tanks are appropriately communicated with each other by the processing channel 111. The water to be treated, which has been appropriately subjected to sewage treatment in each treatment tank in the middle water treatment tank 101, is discharged from the water storage tank 131 as middle water, and is supplied to the water supply tank 106 via the middle water supply pump 103 shown in FIG. Sent.
[0016]
The intermediate water treatment tank 101 in the present embodiment can correspond to treated water (sewage) having various pollutant concentrations, but by disposing the water storage tank 131 on the downstream side of the disinfection device 129, The treated water to be treated can be suitably used as flushing water for toilets. When the concentration of pollutants in the water to be treated flowing into the sewage treatment tank 101 is relatively low, the configurations of the contaminant removal tank 121, the anaerobic treatment tank 123, and the like are appropriately omitted, and the aeration tank and the precipitation tank are used. And the like may be appropriately arranged and configured.
[0017]
Regarding the water to be treated that has flowed into the intermediate water treatment tank housing 110 through the inflow portion 113, first, in the impurity removal tank 121, impurities such as solids in the water to be treated are separated from the water by solid-liquid separation. It is processed.
[0018]
The water to be treated, which has been treated in the impurity removing tank 121, is transferred to the anaerobic treatment tank 123 through the treatment channel 111. The anaerobic treatment tank 123 is provided with a filter medium (not shown) to which anaerobic microorganisms for anaerobic treatment (reduction treatment) of the organic pollutants are attached, and the organic pollutants in the water to be treated are removed. Anaerobic treatment is appropriately performed by the anaerobic microorganisms inside.
[0019]
The anaerobic water to be treated in the anaerobic treatment tank 123 is then transferred to the biological treatment tank 125. In the biological treatment tank 125, a biological treatment region (not shown) filled with a granular carrier so as to be able to flow is formed. The granular carrier is formed in a hollow cylindrical shape, and has a large number of aerobic microorganisms that aerobicly treat (oxidize) organic pollutants. In addition, as the material of the granular carrier, for example, an inorganic carrier such as pearlite, shirasu balloon, foamed concrete, activated carbon, porous ceramic, and porous glass, and a synthetic resin carrier such as polyethylene, polypropylene, polyvinyl chloride, and polyurethane may be appropriately used. it can. Thus, in the biological treatment tank 125, aerobic treatment is performed by supplying diffused air to the biological treatment region during normal operation.
[0020]
The water to be treated that has undergone the anaerobic treatment in the anaerobic treatment tank 123 and the aerobic treatment in the biological treatment tank 125 is sent to the treatment water tank 127 through the treatment channel 111. The treated water tank 127 according to the present embodiment is an element which also has a function as a solid-liquid separation tank for treated water, and sedimentation of solid components is promoted in the treated water tank 127, thereby calming the treated water. Is Next, the water to be treated in the treatment water tank 127 is sent to the disinfection device 129 through the treatment channel 111. The water to be treated that has been disinfected by the disinfection device 129 is further sent to the water storage tank 131 through the treatment channel 111. The water to be treated is temporarily stored in the water storage tank 131, and further sedimentation of the solid component is promoted during the water storage. The water to be treated, which has been clarified as much as possible in the water storage tank 131, is discharged to the water supply path 102 shown in FIG. 1 through the discharge section 135 as water, and supplied to the water supply tank 106 of the toilet 105. When supplying the intermediate water, an intermediate water supply pump 103 is used. The intermediate water supply pump 103 can be appropriately replaced with, for example, an air lift pump or a submersible pump. A configuration may be adopted in which a part of the water to be treated in the treatment water tank 127 is returned to the upstream treatment tank such as the impurity removal tank 121 by an air lift pump or the like, and the treatment is performed again from the upstream side.
[0021]
Next, the operation and usage of the intermediate water treatment system 100 according to the present embodiment configured as described above will be described in detail. For example, sewage having a relatively low concentration of pollutants such as bathroom drainage and rainwater is sent to the intermediate water treatment tank 101 shown in FIG. 2 as water to be treated. Specifically, the water to be treated that has flowed into the intermediate water treatment tank housing 110 through the inflow portion 113 shown in FIG. 2 is subjected to the impurity removal treatment by solid-liquid separation in the impurity removal vessel 121, and the anaerobic treatment tank 123 And undergoes aerobic treatment in the biological treatment tank 125. The water to be treated is further subjected to a calming treatment in the treated water tank 127, whereby intermediate water is obtained.
[0022]
As shown in FIG. 1, the sewage obtained by the sewage treatment tank 101 is sent to a water supply tank 106 adjacent to the toilet 105 via a sewage supply path 102 via a sewage supply pump 103. At this time, the flow rate controller 109 appropriately monitors the flow rate of the supplied water through the supplied water flow sensor disposed on the supplied water path 102. The middle water sent to the water supply tank 106 is stored in the water supply tank 106 and is appropriately used as washing water for the toilet 105 as needed. Although not particularly shown, a float member that moves up and down according to the water level is arranged in the water supply tank 106. The float member works in conjunction with a switching valve that opens and closes the intermediate water supply path 102, and the supply of water from the intermediate water supply path 102 to the water supply tank 106 is appropriately adjusted according to the rise in the water level in the water supply tank 106. This is configured so that the supply of intermediate water to the water supply tank 106 does not become excessive.
[0023]
When the water is normally supplied from the water treatment tank 101 to the water supply tank 106, the flow control valve 109 on the water supply path 107 side through the flow control valve control signal 109b by the flow control controller 109. 108 is closed, and the supply of clean water to the water supply tank is regulated.
[0024]
By the way, in operation of the middle water treatment system, for example, the middle water supply pump 103 may fail, or the supply of middle water may be interrupted by a power failure. In this case, since the supply of the wastewater from the wastewater treatment tank 101 to the water supply tank 106 is reduced or stopped, the amount of water stored in the water supply tank 106 is reduced, and there is a possibility that trouble may occur when using the toilet. obtain. In such a case, in the present embodiment, the flow rate adjustment controller 109 controls the opening of the flow rate adjustment valve 108 via the flow rate adjustment valve control signal 109b based on the intermediate water supply amount signal 109a.
[0025]
Therefore, according to the present embodiment, usually, the wastewater treated by the wastewater treatment tank 101 is used as the washing water for the toilet 105 to effectively use the resources, and for example, at the time of a power outage or when the wastewater is supplied. When the supply of the intermediate water to the water supply tank 106 is hindered, such as when the pump 103 is out of order, the flow control controller 109 appropriately guides the clean water to the water supply tank 106, thereby causing the water supply tank 106 to have a shortage of water storage. Can be prevented beforehand. As a result, a rational construction technique for treating sewage to obtain medium water and using the same as toilet flush water has been provided.
[0026]
(First Modification)
A first modification of the embodiment of the present invention will be described with reference to FIG. The modification relates to the modification of the water flow rate adjusting means in the embodiment of the present invention, and the illustration and detailed description of the common members will be omitted as appropriate. In the wastewater treatment system 200 according to this modification, a wastewater-side flow control valve 204 having a float member 204a is provided at a location where the wastewater is supplied from the wastewater supply path 202 to the water supply tank 206 of the toilet 205.
Further, a water supply side flow control valve 208 having a float member 208a is provided at a location where water is supplied from the water supply path 207 to the water supply tank 206. The middle water side flow control valve 204 and the clean water side flow control valve 208 respectively cause the float members 204a, 208a to rise as the water level of the toilet flushing water in the water supply tank 206 rises. The intermediate water supply path 202 and the clean water supply path 207 are each configured to be able to be closed in conjunction with the ascent operation of the 208a.
[0027]
In the present modification, when the supply of the clean water is performed normally, the clean water is supplied to the water supply tank 206 through the clean water supply pump 203, so that the toilet cleaning water in the water supply tank 206 is provided. Standard water level is maintained. When the water level in the water supply tank 206 becomes higher than required, the float member 204a moves upward to close the middle water flow control valve 204, thereby restricting further supply of middle water. . Similarly, the rise of the float member 208a closes the water supply side flow control valve 208, and the supply of clean water to the water supply tank 206 is also regulated.
As a result, an unnecessary rise in the water level in the water supply tank 206 is reasonably avoided.
[0028]
On the other hand, when the supply of the middle water decreases due to a power failure, a failure of the middle water supply pump 203, or the like, or when the supply of the middle water is interrupted, the water level in the water supply tank 206 may decrease. In such a case, as the water level in the water supply tank 206 decreases, the float member 208a moves downward, and the water flow rate adjustment valve 208 is opened.
As a result, the tap water is supplied to the feed water tank 206 through the feed water supply path 207, and it is possible to prevent a shortage of the stored water in the feed water tank 106 from occurring.
[0029]
(Second Modification)
A second modification of the embodiment of the present invention will be described with reference to FIG. Note that, like the first modification, the modification relates to the modification of the water flow rate adjusting means in the embodiment of the present invention, and illustration and detailed description of common members are omitted as appropriate. Shall be. In the middle water treatment system 300 according to the present modification, a middle water side flow control valve 304 having a float member 304a is provided at a point where water is supplied from the middle water supply path 302 to the water supply tank 306 of the toilet 305. On the other hand, a water supply adjustment valve 308 is provided in the water supply path 307. The clean water supply adjustment valve 304 is configured to be able to be manually opened / closed as appropriate in accordance with the supply state of the waste water from the waste water supply path 302 side.
[0030]
In the present modification, when the supply of the clean water is performed normally, the clean water is supplied to the water supply tank 306 via the clean water supply pump 303, so that the toilet cleaning water in the water supply tank 306 is provided. High water level is maintained. When the water level in the water supply tank 306 becomes higher than a predetermined level, the float member 304a moves upward to close the middle water side flow control valve 304, thereby restricting further supply of middle water. . On the other hand, the water supply adjustment valve 308 is normally closed, and the supply of water to the water supply tank 306 is regulated. As a result, an unnecessary rise in the water level in the water supply tank 306 is reasonably avoided.
[0031]
On the other hand, when the supply of the middle water is reduced due to a power failure, a failure of the middle water supply pump 303, or the supply of the middle water is cut off, the water level in the water supply tank 306 may decrease. In such a case, the user of the toilet 305 manually opens the tap water flow control valve 308. As a result, the tap water is supplied to the feed water tank 306 through the feed water supply path 307, and it is possible to prevent a shortage of the stored water in the feed water tank 306 from occurring.
[0032]
Regarding the present invention, in view of the various embodiments described above, various aspects can be configured as follows.
(Aspect 1)
"The sewage treatment system according to claim 1 or 2,
The medium water treatment system according to claim 1, wherein the water supply amount adjusting means includes a water stop valve provided in the water supply path to adjust a water supply amount to the water supply tank. "
With this configuration, the supply amount of clean water to the water supply tank of the toilet can be rationally adjusted.
[0033]
(Aspect 2)
"The sewage treatment system according to aspect 1,
The middle water treatment system according to claim 1, wherein the water stop valve adjusts a supply amount of clean water according to a height position of a float member that moves up and down according to a water level in the water supply tank. With this configuration, it is possible to rationally adjust the supply amount of purified water while reliably reflecting the water level in the water supply tank.
[0034]
(Aspect 3)
"The sewage treatment system according to aspect 1,
The middle water treatment system, wherein the water stop valve is configured as a manually operated valve. "
With this configuration, while the water is normally supplied to the toilet water tank, the amount of the water to be treated in the water treatment device is temporarily reduced, and the supply of the water is hindered by a power outage. In an emergency, such as when a failure occurs in the supply system of the intermediate water, it is possible to take measures such as opening the water stop valve and leading the clean water to the toilet water supply tank.
[0035]
【The invention's effect】
ADVANTAGE OF THE INVENTION According to this invention, the rational construction technology for treating sewage to obtain middle water and using it as toilet flush water is provided.
[Brief description of the drawings]
FIG. 1 schematically shows an entire configuration of a middle water treatment system according to an embodiment of the present invention.
FIG. 2 schematically shows an entire configuration of a middle water treatment tank according to the embodiment of the present invention.
FIG. 3 is a partial schematic diagram illustrating a configuration according to a first modification of the present embodiment.
FIG. 4 is a partial schematic diagram illustrating a configuration according to a second modification of the present embodiment.
[Explanation of symbols]
100 Medium water treatment system 101 Medium water treatment tank (medium water treatment device)
102 Water supply path 103 Water supply pump 105 Toilet 106 Water supply tank 107 Water supply path 108 Flow rate control valve (water supply amount adjustment means)
109 Flow rate controller (water supply adjustment means)
109a Water supply amount signal 109b Flow control valve control signal 110 Water treatment tank housing 111 Processing channel 113 Inflow part 121 Impurity removal tank 123 Anaerobic treatment tank 125 Biological treatment tank 127 Treatment water tank 129 Disinfection device 131 Water tank 135 Discharge unit 200, 300 Middle water treatment system 203, 303 Middle water supply pump 204, 304 Middle water side flow control valve 204a, 304a Float member 205, 305 Toilet 206, 306 Water supply tank 208, 308 Upper water side flow control valve 208a Float member

Claims (3)

被処理水を処理して中水を得る中水処理装置と、
給水タンクを有するトイレと、
前記中水処理装置によって得られた中水を前記給水タンクへと送る中水供給経路と、
前記給水タンクへと上水を供給する上水供給経路と、
上水供給量調整手段とを有する中水処理システムであって、
前記上水供給量調整手段は、前記中水供給経路を通じて前記給水タンクへと供給される中水の供給量に応じて当該給水タンクへの上水供給量を調整することが可能に構成されていることを特徴とする中水処理システム。
A sewage treatment apparatus for treating the water to be treated to obtain sewage;
A toilet having a water tank,
A middle water supply path for sending middle water obtained by the middle water treatment device to the water supply tank,
A water supply path for supplying water to the water tank,
An intermediate water treatment system having water supply amount adjustment means,
The water supply amount adjusting means is configured to be able to adjust the water supply amount to the water supply tank in accordance with the supply amount of the water supplied to the water supply tank through the water supply path. Wastewater treatment system characterized by the following.
請求項1に記載の中水処理システムであって、
前記中水処理装置は、少なくとも好気処理槽と、当該好気処理槽よりも下流側の貯水槽とを有する中水処理槽として構成され、
前記中水供給経路は、前記貯水槽と前記給水タンクを連接するとともに、当該中水供給経路上に給水ポンプが配置されていることを特徴とする中水処理システム。
The wastewater treatment system according to claim 1,
The middle water treatment device is configured as a middle water treatment tank having at least an aerobic treatment tank and a water storage tank downstream of the aerobic treatment tank,
The medium water treatment system, wherein the medium water supply path connects the water storage tank and the water supply tank, and a water supply pump is disposed on the medium water supply path.
中水処理装置によって被処理水を処理することで中水を得るステップと、
当該中水をトイレの給水タンクへと送るステップと、
前記給水タンクへ上水を供給するステップと、
前記給水タンクへの中水の供給量に応じて、当該給水タンクへの上水供給量を調整するステップを有することを特徴とする中水処理方法。
A step of obtaining treated water by treating the treated water with the treated water treatment device;
Sending the medium water to a toilet water tank;
Supplying clean water to the water supply tank;
A method of treating wastewater, comprising the step of adjusting the supply amount of clean water to the water supply tank according to the supply amount of wastewater to the water supply tank.
JP2003019530A 2003-01-28 2003-01-28 System and method for treating intermediate water Pending JP2004230238A (en)

Priority Applications (1)

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Publications (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009255018A (en) * 2008-04-21 2009-11-05 Ryuji Shiozaki Sewage purifying apparatus
KR20160091763A (en) * 2015-01-26 2016-08-03 주식회사 지앤지테크놀러지 System for economy water using tap water and underground water, and method for constructing this same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009255018A (en) * 2008-04-21 2009-11-05 Ryuji Shiozaki Sewage purifying apparatus
KR20160091763A (en) * 2015-01-26 2016-08-03 주식회사 지앤지테크놀러지 System for economy water using tap water and underground water, and method for constructing this same
KR101683259B1 (en) * 2015-01-26 2016-12-20 주식회사 지앤지테크놀러지 System for economy water using tap water and underground water, and method for constructing this same

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