JP2011140857A - Rainwater utilization system - Google Patents

Rainwater utilization system Download PDF

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JP2011140857A
JP2011140857A JP2010018242A JP2010018242A JP2011140857A JP 2011140857 A JP2011140857 A JP 2011140857A JP 2010018242 A JP2010018242 A JP 2010018242A JP 2010018242 A JP2010018242 A JP 2010018242A JP 2011140857 A JP2011140857 A JP 2011140857A
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water
rainwater
house
storage tank
production apparatus
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Takeshi Tsuji
猛志 辻
Toshiaki Tsubone
俊明 局
Koji Fuchigami
浩司 渕上
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JFE Engineering Corp
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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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

Abstract

<P>PROBLEM TO BE SOLVED: To provide a novel rainwater utilization system allowing rainwater fallen in an area, to be effectively utilized in the whole area. <P>SOLUTION: The problem is solved by a water supply system including piping for utilizing water in individual rainwater tanks as water for irrigation, water for washing cars, or the like in each house, water collecting piping for leading water overflowing from a plurality of individual rainwater tanks and water in the rainwater tanks to a storage tank, and a water treatment apparatus for purifying the water in the storage tank, and supplying the purified water as reclaimed water or potable water to each house or to a peripheral area. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、雨水を中水あるいは飲料水として利用するシステムに関するものである。   The present invention relates to a system that uses rainwater as middle water or drinking water.

雨水を集めて灌漑用水などに利用する方法は種々開発されている。
例えば、特許文献1には、屋根などに降った雨水を雨樋から地下に設けた集水ピットに溜め、この集水ピット内に設けた水中ポンプで雨水タンクに送水して貯留できるシステムが開発されている。ポンプの能力を越える雨水は従来の雨水処理系へ流水する。
Various methods of collecting rainwater and using it for irrigation water have been developed.
For example, Patent Document 1 has developed a system that can store rainwater that has fallen on a roof or the like in a water collection pit provided underground from a gutter and send it to a rainwater tank using a submersible pump provided in the water collection pit. Has been. Rainwater that exceeds the capacity of the pump flows into the conventional rainwater treatment system.

特許文献2には、公園等の広い区域に降った雨水を集めて放水する放水経路の途中に、雨水抽出経路を接続して浄化し、これを利用する雨水利用システムが開示されている。   Patent Document 2 discloses a rainwater utilization system that connects and purifies a rainwater extraction path in the middle of a water discharge path for collecting and discharging rainwater that falls in a wide area such as a park.

特許文献3には、屋根などに降った雨水を集めて下の貯水槽に落し、これを浄化する雨水回収処理装置が開示されている。   Patent Document 3 discloses a rainwater recovery processing device that collects rainwater that has fallen on a roof or the like, drops it in a lower water tank, and purifies it.

また、特許文献4には、雨水を各戸から集めるとともに地域に発生する排熱を組み合わせて中水とそれを加熱した温水を供給する複合装置が開示されている。   Further, Patent Document 4 discloses a composite apparatus that collects rainwater from each house and supplies waste water generated in the area in combination with middle water and hot water that is heated.

特許文献5には、雨水や河川、池、生活廃水などを集めて浄化し、中水または上水を製造する装置が開示されている。   Patent Document 5 discloses an apparatus that collects and purifies rainwater, rivers, ponds, domestic wastewater, and the like to produce intermediate water or clean water.

オーストラリア特許出願第2007231812A1号明細書Australian Patent Application No. 2007231812A1 特開2005−350867号公報JP-A-2005-350867 特開平10 −216734号公報JP-A-10-216734 特開2002−206765号公報JP 2002-206765 A 特開平 9 −234496号公報JP-A-9-23496

従来の雨水利用は、個別の利用であり、また、完全に有効利用しうるものではなかった。すなわち、各戸の備えている雨水タンクの容積は一般に小さく、一度に多量の雨が降ると、その容積を越えて大半が放流されていて、雨水の有効利用が充分には行われていなかった。特に、雨水を上水に使用するためには高度の浄化処理が必要であり、各戸で個別に行うには大きな負担となって実施されていなかった。   Conventional rainwater use is an individual use and cannot be used completely effectively. In other words, the volume of the rainwater tank provided in each house is generally small, and when a large amount of rain falls at once, most of the rainwater is discharged and the rainwater is not effectively used. In particular, in order to use rainwater for clean water, a high degree of purification treatment is required, and it has not been carried out as a heavy burden to perform individually in each house.

一方、特許文献4には各戸に集まった雨水を管理センターの雨水漕に集めて中水として利用することが示されているが、これは単に配管を設けて雨水漕に集めており、これは、従来の下水道に対応するものであり、コストがかかるものであった。   On the other hand, Patent Document 4 shows that rainwater collected at each house is collected in a rainwater basin of the management center and used as middle water, but this is simply provided with a pipe and collected in the rainwater basin. This corresponds to the conventional sewerage system and is costly.

本発明の目的は、これらの問題点を解決し、地域に降った雨水を地域全体としてとらえて有効利用できる新規な雨水利用システムを提供することにある。   An object of the present invention is to solve these problems and provide a novel rainwater utilization system capable of effectively utilizing rainwater that has fallen in the region as a whole region.

本発明は、上記課題を解決するべくなされたものであり、各戸で集めた雨水を一部を灌漑用水等に利用し、残余の雨水やオーバーフローした雨水を集めて地域全体として有効利用できるようにした水供給システムと、   The present invention has been made to solve the above-mentioned problems, and a part of rainwater collected at each house is used for irrigation water, and the remaining rainwater and overflowed rainwater can be collected and effectively used as an entire area. Water supply system,

該システムにおいて、中水製造装置と上水製造装置あるいはそのいずれかを備え、地域のニーズに応じて、中水と上水の両方あるいはそのいずれかを供給できるシステムを提供するものである。   The system includes a middle water production device and / or clean water production device, and provides a system capable of supplying both middle water and / or clean water according to local needs.

すなわち、本発明は、個別の雨水タンクの内水を各戸で灌漑用水、洗車用水などで利用する配管を設けるとともに、複数の個別の雨水タンクのオーバーフロー水(および/もしくは)雨水タンク内水を貯留タンクに導水する集水配管を設け、貯留タンクの水を浄化する水処理装置を設け、浄化した水を中水または飲料水あるいはその両方として各戸あるいは周辺地域に供給する水供給システムと、該システムにおいて、上記小処理装置が中水製造装置と、それをさらに浄化する上水製造装置を有している水供給システムを提供するものである。   That is, according to the present invention, piping for using the internal water of individual rainwater tanks for irrigation water, car wash water, etc. is provided at each door, and overflow water (and / or) rainwater tank water is stored in a plurality of individual rainwater tanks. A water supply system for supplying water to the tank, providing a water treatment device for purifying the water in the storage tank, and supplying the purified water to each door or surrounding area as intermediate water and / or drinking water, and the system The small processing apparatus provides a water supply system having a middle water production apparatus and a clean water production apparatus for further purifying it.

本発明によれば、灌漑用水、洗車等には各戸で雨水をそのまま使用でき、飲料水等に使用される上水や、洗濯やトイレなどに使用される中水は、雨水を集中させて効率よく浄化できるので、雨水を全体として効率よく有効利用できる。特に、近年の気候変動に伴い頻発するゲリラ降雨のような集中豪雨の際には、個別のタンクの容量を上回る降雨があっても、個別タンクの容量を上回り、これまでは雨水処理へと回されていた雨水の有効利用が可能となる。また、安全性の確保された水が供給される。また、浄化が不要な灌漑用水等は浄化しないので、浄化コストを低減できる。   According to the present invention, rainwater can be used as it is for irrigation water, car wash, etc., and water used for drinking water, etc., and middle water used for washing, toilets, etc. are concentrated by concentrating rainwater. Since it can be purified well, rainwater can be efficiently and effectively used as a whole. In particular, in the case of torrential rains such as guerrilla rains that frequently occur in recent years due to climate change, even if there is rainfall that exceeds the capacity of individual tanks, it exceeds the capacity of individual tanks, and so far it has been used for rainwater treatment. Effective use of rainwater that has been made becomes possible. In addition, safe water is supplied. In addition, since irrigation water that does not require purification is not purified, the purification cost can be reduced.

本発明の雨水利用システムを説明する系統図の一例である。It is an example of the systematic diagram explaining the rainwater utilization system of this invention. その水処理装置で中水処理と上水処理を行うフローの一例を示した図である。It is the figure which showed an example of the flow which performs a middle water process and a clean water process with the water treatment apparatus.

個別に行われる雨水の集水方法は、雨水タンクがあれば特に制限されないが各戸に負担をかけない点で、屋根等から集めて貯水する既存のタンクがあればそれを利用できる。屋根以外から集める手段があればそれを利用することもでき、あるいは、新たに集水手段を設置することもできる。また、雨水タンクは1戸に1基に限らず、複数あってもよい。逆に、複数の戸建住宅でひとつの雨水タンクを共有してもよい。   The rainwater collecting method performed individually is not particularly limited if there is a rainwater tank, but it can be used if there is an existing tank that collects and stores water from the roof etc. in that it does not place a burden on each house. If there is a means to collect from other than the roof, it can be used, or a new water collecting means can be installed. Further, the number of rainwater tanks is not limited to one per household, and a plurality of rainwater tanks may be provided. Conversely, a single rainwater tank may be shared by a plurality of detached houses.

個別に設けられる雨水タンクの容積は集水面積、年間降水量や降雨パターンなどに応じて大きく変わるが、通常1〜10KL程度である。雨水タンクの構造は密閉式でもよいが、点検や清掃の便宜上、開放式のもがよく、塵埃等が入らないよう蓋を設けるとともに、雨どいから雨水タンクの間に、固形物除去のためのストレーナー、フィルター類を設けることが好ましく、さらに降雨初期のファーストフラッシュと呼ばれる濁質成分が多く含まれた水の排除装置を設けることが好ましい。雨水タンクが既に設置されていれば、それを利用することがコスト上望ましい。   The volume of the rainwater tank provided individually varies greatly according to the water collection area, annual precipitation, rainfall pattern, etc., but is usually about 1 to 10 KL. The structure of the rainwater tank may be sealed, but for inspection and cleaning purposes, it should be open, and a lid should be provided to prevent dust and the like from being removed between the rain gutter and the rainwater tank. It is preferable to provide strainers and filters, and it is also preferable to provide a device for removing water containing a large amount of turbid components called first flush at the beginning of rainfall. If a rainwater tank is already installed, it is desirable to use it.

雨水タンクには、灌漑用水、洗車等の自家用に使用する配管と地域の貯留タンクに導水する集水配管を接続する。これらの導水に使用するポンプを設けることが好ましいが、雨水タンクを地上タンクにある程度の高さに設置して重力による自然流下を利用することもできる。特に、雨水タンクが高台の家などにあるときは、自然流下を容易に利用できる。ポンプは灌漑用水、洗車等の自家用に使用する配管への供給用のものを設置するのことが一般的であり、地域の貯留タンクへの導水には、高低差で導水ができる場合はそのためのポンプを設けずともよい。高低差での導水が困難な場合には、導水用のポンプを設けるか、あるいは灌漑用水、洗車等の自家用に使用する配管への送水に用いるポンプを切り替えて使用することもできる。   The rainwater tank is connected with piping used for private use such as irrigation water and car washing, and water collection piping for guiding water to the local storage tank. Although it is preferable to provide a pump used for these water guides, it is also possible to use a natural flow due to gravity by installing a rainwater tank at a certain height on a ground tank. In particular, when the rainwater tank is located on a hilltop house, natural flow can be easily used. It is common to install pumps for supplying irrigation water, pipes used for private use such as car wash, etc. It is not necessary to provide a pump. When it is difficult to conduct water at different elevations, a pump for water conveyance can be provided, or a pump used for water supply to piping used for private use such as irrigation water and car washing can be switched and used.

雨水タンクのオーバーフロー水を集める貯留タンクの容積は特に制限されないが、屋根面積や降雨量、降雨パターン、利用者数、利用目的(用途)、需要量などに応じて適切な規模を選択する。通常100KL〜50ML程度である。このタンクは、地域の広さ等に応じて複数基設けることもでき、さらに中継タンクを設けてそこに一次集水し、これを貯留タンクに送ることもできる。   The volume of the storage tank that collects the overflow water of the rainwater tank is not particularly limited, but an appropriate scale is selected according to the roof area, rainfall, rainfall pattern, number of users, purpose of use (use), demand, and the like. Usually, it is about 100KL-50ML. A plurality of tanks can be provided according to the size of the area, etc., and a relay tank can be provided for primary water collection and sent to the storage tank.

雨水タンクには、センサーを設けて、タンク内の水面が一定値以上になったときにポンプを作動させることもできるが、降雨量を測定して中央でポンプを一斉に作動させるようにしてもよい。   The rainwater tank can be equipped with a sensor so that the pump can be activated when the water level in the tank reaches a certain level or more. Good.

貯留タンクに集めた水を浄化する水処理装置は、浄化した水を上水として用いるか、中水として用いるかにより選択される。上水に用いる場合の一例としては、ミクロフィルター(MF)膜や限外濾過(UF)膜で濾過し、塩素滅菌の後、上水道に送られる。水処理装置への流入水質は、屋根の材質やタンクの材質、地域特性(屋根に降り積もる埃の類や雨水自体の水質)の影響を受け、また、上水として使用する場合の水質基準も地域、国などによって異なったものとなるので、処理プロセスは流入水質、要求処理水質に応じて最適な方法を選択する必要がある。上述のMF膜やUF膜で濾過や塩素滅菌のほか、凝集処理、沈澱処理、pH調整、イオン交換、逆浸透膜法、オゾン処理法、紫外線照射法、活性炭吸着法などを適宜組み合わせて使用する。一方、中水として用いる場合においても処理プロセスは流入水質、要求処理水質に応じて最適な方法を選択する必要がある。通常、中水の使用目的はトイレ用水や灌漑用水であるので、要求水質はそれほど厳しくはない。MF膜での濾過と塩素滅菌でほとんどの場合は要求水質を満足できる。その他、凝集処理、沈澱処理、pH調整、イオン交換、逆浸透膜法、オゾン処理法、紫外線照射法、活性炭吸着法などを適宜組み合わせて使用する。   The water treatment device for purifying the water collected in the storage tank is selected depending on whether the purified water is used as clean water or middle water. As an example in the case of using it for clean water, it is filtered through a microfilter (MF) membrane or an ultrafiltration (UF) membrane, sterilized with chlorine, and then sent to the waterworks. The quality of the inflow water to the water treatment system is affected by the material of the roof, the tank, and the regional characteristics (such as dust that accumulates on the roof and the water quality of the rainwater itself), and the water quality standards when using it as water supply are also regional. Therefore, it is necessary to select an optimal method for the treatment process according to the influent water quality and the required treatment water quality. In addition to filtration and sterilization using the MF membrane and UF membrane described above, coagulation treatment, precipitation treatment, pH adjustment, ion exchange, reverse osmosis membrane method, ozone treatment method, ultraviolet irradiation method, activated carbon adsorption method, etc. are used in appropriate combinations. . On the other hand, even when used as intermediate water, it is necessary to select an optimal method for the treatment process according to the influent water quality and the required treatment water quality. Usually, the purpose of using middle water is toilet water and irrigation water, so the required water quality is not so severe. Filtration with MF membrane and chlorine sterilization can satisfy the required water quality in most cases. In addition, aggregation treatment, precipitation treatment, pH adjustment, ion exchange, reverse osmosis membrane method, ozone treatment method, ultraviolet irradiation method, activated carbon adsorption method and the like are used in appropriate combination.

水処理装置において、上水と中水を製造する意義は次の通りである。
すなわち、現在、上水が飲料、調理、食器洗い、洗濯、トイレ、灌漑に使われている。そこで、上水あるいは中水として同量の水量を供給することを仮定すればそのいずれを供給したとしてもこれまで使用されていた上水利用量低減効果は同等である。この上水使用量低減効果が同等であれば、リソースがふんだんにある場合を除き、低コストで作れる低水質トイレ・灌漑用水を供給した方が得になる。そこで、集水した雨水を、中水基準のままで処理を行い、その一部を高度処理して飲料水として供給するのがよい。そこで、トイレ、灌漑用水(中水)とキッチン、湯沸かし器、風呂等(上水)の製造比率(各処理量)を最適化し、水道水使用量あるいはトータルコストを最小化する具体方法としては、雨水貯槽貯水量、中水貯槽貯水量、飲料水貯槽貯水量、中水処理装置能力、飲料水処理装置能力、中水(トイレ等)使用量(現在地、予測値)、飲料水(キッチン等)使用量(現在地、予測値)降雨予測などの情報の中から必要な情報を取り込み演算して最適化する。
In the water treatment apparatus, the significance of producing clean water and middle water is as follows.
That is, water is currently used for beverages, cooking, dishwashing, washing, toilets, and irrigation. Therefore, if it is assumed that the same amount of water is supplied as clean water or intermediate water, the effect of reducing the amount of use of clean water that has been used up to now is the same no matter which one is supplied. If the water consumption reduction effect is the same, it is better to supply low-quality toilet and irrigation water that can be made at low cost, except when there are plenty of resources. Therefore, it is preferable to treat the collected rainwater as it is in the middle water standard and to supply a part of it as drinking water after advanced processing. Therefore, as a concrete method to optimize the production ratio (each treatment amount) of toilets, irrigation water (medium water) and kitchens, water heaters, baths, etc. (water supply) and minimize the amount of tap water used or total cost, rainwater Reservoir volume, Reservoir volume Reservoir volume, Reservoir capacity, Recycler capacity, Recycler capacity, Recycled water (toilet, etc.) consumption (current location, predicted value), Recycled water (kitchen, etc.) Amount (current location, predicted value) Necessary information is extracted from information such as rainfall forecasts and optimized.

本発明の一実施態様である雨水利用システムの概略構想を図1に示す。   A schematic concept of a rainwater utilization system according to an embodiment of the present invention is shown in FIG.

同図に示すように、各戸の屋根等から集水した雨水は雨水タンクに入れられ、このタンクには各戸が灌漑用水等に利用する配管と貯留タンクへ送る配管が取り付けられている。タンクの容積は各戸によって異なり、1〜10KL程度である。各戸の内、高台に在る家のタンクにはポンプが設けられておらず、弁(図示されていない)の開閉によって送水が行われ、一方、低地に在る家のタンクにはポンプが取り付けられている。貯留タンクに集水される戸数は地域の状況により設定されるが、数個程度では本システム導入のための費用の回収に長期間を要し、また、既存上水資源の削減効果も限定されるので、実用的には50戸以上での実施が好ましい。   As shown in the figure, rainwater collected from the roof of each door is put in a rainwater tank, and piping used for irrigation water etc. by each door and piping to be sent to the storage tank are attached. The volume of the tank varies depending on each house and is about 1 to 10 KL. The house tank on the hill is not equipped with a pump, and water is supplied by opening and closing a valve (not shown), while the house tank in the lowland is fitted with a pump. It has been. The number of units collected in the storage tank is set according to the local conditions, but if it is several units, it will take a long time to recover the cost for introducing this system, and the reduction effect of existing water resources is also limited. Therefore, practical implementation with 50 or more units is preferable.

貯留タンクの容積も同様に地域の状況により設定されるが、一般的規模としては100KL〜50ML程度である。   The volume of the storage tank is similarly set according to local conditions, but the general scale is about 100 KL to 50 ML.

この貯留タンクから雨水が水処理装置に送られ、そこで、活性炭ろ過、逆浸透膜によるろ過等で浄化され、塩素が注入されて上水として利用される。   Rainwater is sent from this storage tank to a water treatment device, where it is purified by activated carbon filtration, filtration with a reverse osmosis membrane, etc., and chlorine is injected and used as clean water.

ここで、活性炭ろ過装置は、活性炭自身が有する物理吸着機能に加え、長期の使用により表面に微生物が付着(生物膜形成)して、生物処理機能が発現することが知られている。これを生物活性炭という。   Here, it is known that the activated carbon filtration device exhibits a biological treatment function by attaching microorganisms (biofilm formation) to the surface by long-term use in addition to the physical adsorption function of the activated carbon itself. This is called biological activated carbon.

通常の浄水処理では、溶存酸素を多量に含有した処理対象水が活性炭層内に供給されるため問題にならない(補修の場合でも、最大半日程度である。)が、本発明の雨水利用システムでは、稼働率が50%程度と低く、処理対象水の供給が長時間停止する場合がある。このような場合、活性炭表面に付着した微生物により水中の溶存酸素が消費されて嫌気状態となり、活性炭層内に腐敗状態が生ずる。この腐敗常態を放置すると、活性炭層内に捕捉された微量有機物の加水分解による溶解や金属の還元溶解、悪臭の発生等の問題が生ずることになる。   In normal water treatment, there is no problem because the water to be treated containing a large amount of dissolved oxygen is supplied into the activated carbon layer (even in the case of repair, it is about half a day at maximum), but in the rainwater utilization system of the present invention, The operation rate is as low as about 50%, and the supply of water to be treated may be stopped for a long time. In such a case, dissolved oxygen in water is consumed by microorganisms adhering to the activated carbon surface, resulting in an anaerobic state, and a decayed state is generated in the activated carbon layer. If this normal state of rot is allowed to stand, problems such as dissolution by hydrolysis of trace organic substances trapped in the activated carbon layer, reduction dissolution of metals, generation of malodor, and the like will occur.

そこで、活性炭ろ過装置への処理対象水の供給が長時間停止した場合、その停止期間に応じて、以下のような洗浄工程を実施することにより、活性炭ろ過装置内の腐敗の発生を防止し、所定の性能を発揮できる状態に保持することができる。   Therefore, when the supply of water to be treated to the activated carbon filter is stopped for a long time, according to the stop period, the following cleaning process is performed to prevent the occurrence of decay in the activated carbon filter, It can be kept in a state where predetermined performance can be exhibited.

(1)停止期間が1〜2日の場合
活性炭層内の溶存酸素は、完全に消費されて固形性有機物の溶解や金属成分の溶出が進むが、悪臭の激しい発生にまでは至らない。この場合は、通水再開まで静置して、上記成分の溶解、溶出を進行させた後、処理水で洗浄し、排出する。
(2)停止期間が3〜10日未満の場合
活性炭層内への空気供給を行う。供給速度は、通常の逆洗で使用する線速度の1/20〜1/5程度(酸素移動効率を上げるため)とし、層内の溶存酸素濃度が飽和濃度の50%程度に上昇するまで行う。この操作を1回/日〜3回/日の頻度で実施する。
(3)停止期間が10日以上の場合
活性炭層内における微生物の過度な増殖を抑制するため、通常の逆洗を1回/15日〜1回/10日の頻度で実施する。逆洗水には処理水を用いることができるが、有効塩素濃度は1〜10mg/L、好ましくは、3〜10mg/Lとなるように次亜塩素酸ソーダを添加したものを用いる。次亜塩素酸ソーダの添加はワムシ類や線虫類などの原生生物の増殖抑制に効果的である。
(1) When the stop period is 1 to 2 days The dissolved oxygen in the activated carbon layer is completely consumed and dissolution of solid organic substances and elution of metal components proceed, but it does not lead to severe generation of bad odor. In this case, it is allowed to stand until resumption of water flow, and after the dissolution and elution of the above components have proceeded, it is washed with treated water and discharged.
(2) When the stop period is less than 3 to 10 days Supply air into the activated carbon layer. The supply speed is about 1/20 to 1/5 of the linear speed used in normal backwashing (to increase the oxygen transfer efficiency), and is performed until the dissolved oxygen concentration in the layer rises to about 50% of the saturation concentration. . This operation is performed at a frequency of once / day to three times / day.
(3) When the stop period is 10 days or more In order to suppress excessive growth of microorganisms in the activated carbon layer, normal backwash is performed at a frequency of once / 15 days to once / 10 days. Treated water can be used as the backwash water, but one having sodium hypochlorite added so that the effective chlorine concentration is 1 to 10 mg / L, preferably 3 to 10 mg / L is used. Addition of sodium hypochlorite is effective in suppressing the growth of protists such as rotifers and nematodes.

図2は、この水処理装置の別の構成を示すものである。この装置においては、まず、MF膜による固液分離、塩素滅菌処理等の中水処理が行われ、中水貯槽からは一部が中水として抜き出され、残部は、さらに、逆浸透膜法、イオン交換法、紫外線照射法、塩素滅菌法、オゾン処理法、pH調整などから要求水質に応じて適切に選択された飲料水処理が行われて上水として利用される。   FIG. 2 shows another configuration of the water treatment apparatus. In this apparatus, first, solid-liquid separation by MF membrane, chlorine sterilization treatment and the like are performed, and a part is taken out from the middle-water storage tank as middle water, and the remainder is further processed by the reverse osmosis membrane method The drinking water treatment appropriately selected according to the required water quality from the ion exchange method, the ultraviolet irradiation method, the chlorine sterilization method, the ozone treatment method, the pH adjustment, etc. is performed and used as clean water.

本発明のシステムは、雨水を全体的に有効利用できることから、特に、河川等から離れた地域での利用価値が大きい。   Since the system of the present invention can effectively use rainwater as a whole, the utility value is particularly large in an area away from a river or the like.

Claims (4)

個別の雨水タンクの内水を各戸で灌漑用水、洗車用水などで利用する配管を設けるとともに、複数の個別の雨水タンクのオーバーフロー水あるいは雨水タンク内水を貯留タンクに導水する集水配管を設け、貯留タンクの水を浄化する水処理装置を設け、浄化した水を中水または飲料水として各戸あるいは周辺地域に供給する水供給システム   In addition to providing pipes that use the internal water of individual rainwater tanks for irrigation water, car wash water, etc. in each house, provide water collection pipes that guide the overflow water of multiple individual rainwater tanks or the water in rainwater tanks to the storage tank, A water supply system that provides water treatment equipment to purify the water in the storage tank, and supplies the purified water to each house or surrounding area as intermediate water or drinking water 水処理装置が中水製造装置と、それをさらに浄化する上水製造装置を有している請求項1記載の水供給システム   The water supply system according to claim 1, wherein the water treatment apparatus has a middle water production apparatus and a water production apparatus for further purifying the middle water production apparatus. 中水製造装置および/又は上水製造装置が、活性炭ろ過装置を有している請求項2記載の水供給システム   The water supply system according to claim 2, wherein the intermediate water production apparatus and / or the clean water production apparatus have an activated carbon filtration device. 前記活性炭ろ過装置へ処理対象水の供給が停止された場合、停止期間に応じた所定の洗浄方法を実施することを特徴とする請求項3記載の水供給システムの運転方法   The method for operating the water supply system according to claim 3, wherein when the supply of water to be treated to the activated carbon filtration device is stopped, a predetermined cleaning method according to the stop period is performed.
JP2010018242A 2009-12-09 2010-01-29 Rainwater utilization system Pending JP2011140857A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102839712A (en) * 2012-09-14 2012-12-26 大连格兰清水环境工程有限公司 Mixed water collecting and utilization system and collecting method
JP2013133678A (en) * 2011-12-27 2013-07-08 Shimizu Corp Sanitary installation navigation device
CN103953095A (en) * 2014-05-13 2014-07-30 沃清环保科技(上海)有限公司 Integrated rainwater collection and utilization system and method thereof
CN112526956A (en) * 2021-02-18 2021-03-19 广州汇图计算机信息技术有限公司 Intelligent building integrated management system

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013133678A (en) * 2011-12-27 2013-07-08 Shimizu Corp Sanitary installation navigation device
CN102839712A (en) * 2012-09-14 2012-12-26 大连格兰清水环境工程有限公司 Mixed water collecting and utilization system and collecting method
CN102839712B (en) * 2012-09-14 2016-01-20 大连格兰清水环境工程有限公司 A kind of mixing collection water utilization system and collection method
CN103953095A (en) * 2014-05-13 2014-07-30 沃清环保科技(上海)有限公司 Integrated rainwater collection and utilization system and method thereof
CN103953095B (en) * 2014-05-13 2016-08-24 沃清环保科技(上海)有限公司 Integrated rainwater collecting utilizes system and method
CN112526956A (en) * 2021-02-18 2021-03-19 广州汇图计算机信息技术有限公司 Intelligent building integrated management system
CN112526956B (en) * 2021-02-18 2021-05-04 广州汇图计算机信息技术有限公司 Intelligent building integrated management system

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