JP2008155190A - System and apparatus for supplying fine quality active drinking water - Google Patents

System and apparatus for supplying fine quality active drinking water Download PDF

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JP2008155190A
JP2008155190A JP2006357393A JP2006357393A JP2008155190A JP 2008155190 A JP2008155190 A JP 2008155190A JP 2006357393 A JP2006357393 A JP 2006357393A JP 2006357393 A JP2006357393 A JP 2006357393A JP 2008155190 A JP2008155190 A JP 2008155190A
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water
drinking water
drinking
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water supply
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Tasuku Katsuta
翼 勝田
Norio Nomura
教雄 野村
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Mitsubishi Chemical Aqua Solutions Co Ltd
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Wellthy Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a system and apparatus for supplying fine quality active drinking water that is tasty, safe, carefree, healthy, and active drinking water drinkable without boiling. <P>SOLUTION: For supplying the active drinking water always in a stably drinkable condition by utilizing the constant temperature of the underground water to keep the stable environmental conditions such as the water temperature and by refining the underground water as raw water to secure the water quality prescribed by the running water law, the fine quality active drinking water supplying system and apparatus delivers the water using at least one exclusive drinking water supplying piping system. A circulation system is installed therein which operates at predetermined intervals to keep the water quality and to utilize the circulated surplus water by transferring and storing a part of the circulated surplus water into an emergency water tank which either has or does not have a surplus water reusing outlet. That is, this is the system in which running water always exclusively for drinking without boiling and running water for a common use other than drinking are each delivered through an independent piping system, while in an emergency both piping systems are simultaneously utilized, complementing each other and utilizing the stored surplus water from the drinking water delivery as the emergency water needed in an emergency. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、常時或いは緊急時のいずれに於いても有効に活用し得る上質活性飲料水の供給システムに関する。即ち、適切に活用システムを設営すれば年中恒温下の地下水、或いはミネラル水を活用し希望の美覚で目的別の飲料水を独立の専用配管方式にて供給するものである。  The present invention relates to a supply system for high-quality active drinking water that can be effectively used at any time or in an emergency. In other words, if an appropriate utilization system is set up, groundwater or mineral water under constant temperature throughout the year can be used to supply drinking water for different purposes with an independent dedicated piping system with the desired aesthetics.

快適な住まい・健康な生活・高齢化社会に追従し対応するためには飲料水としての要件にも革命が必要となる。単に安全で美味しい水に飽き足らず、同時に災害時にも対応できる緊急用水として常備するなど社会的要望をも解決する事が重要となる。
特に、集合住宅など多くの共同生活者の存在する域内では、一元の飲料水配水システムのみでは本発明の目標が達成し難く、何らかの対応策を含む管理下に置かれた飲料水の供給体制とすることにより飲料水本来の機能回復が出来得るものと考えられる。
この様な実態より種々検討を行なうと、従来の上水道を基点とする給水方式の改善よりも、適切な地下水を高度処理し水道法に適合した飲料水系統とする専用給水システムとする方式を改善し、更に合目的主義を採りいれた幅広い水質管理の創出が好ましい。
In order to follow and respond to comfortable living, healthy living, and an aging society, the requirements for drinking water will also need to be revolutionized. It is important to solve social demands, such as simply providing emergency water that can be used in the event of a disaster.
In particular, in areas where there are many co-residents such as housing complexes, it is difficult to achieve the goals of the present invention with only a single drinking water distribution system, and there is a drinking water supply system under management including some countermeasures. By doing so, it is considered that the original function of drinking water can be recovered.
When various examinations are conducted from such actual conditions, the improvement of the method of making a dedicated water supply system to make the drinking water system suitable for advanced water treatment and appropriate water treatment rather than the improvement of the water supply method based on the conventional water supply In addition, it is preferable to create a wide range of water quality management that adopts purposefulness.

上水(水道水)に関しては、従来通り水道事業者所有の給水本管より所定の水量を所定の引き込み管にて敷地内受水槽へ供給貯留する。その後、揚水ポンプにて高架水槽に貯留し、次いで重力式にて各戸の飲料水以外の給水栓へ供給する方式が一般に採用されている。
ところが地下水(井水)を飲料水化するには、例えば敷地内に掘削した井戸より所定の水量を揚水し地下水膜濾過システムにて地下水を高度濾過処理し、水道法の規定する飲料水基準の水質に精製の上、専用の揚水ポンプ・専用の高架水槽を経て重力式にて各戸の飲料給水栓に単独供給する方法が採用されている。
With regard to tap water (tap water), a predetermined amount of water is supplied and stored in a water tank in the premises by a predetermined lead-in pipe from a water supply main pipe owned by a water utility. Thereafter, a method is generally employed in which the water is stored in an elevated water tank by a pump and then supplied to a water tap other than the drinking water of each door by a gravity method.
However, in order to convert groundwater (well water) into drinking water, for example, a predetermined amount of water is pumped from a well excavated in the site, and groundwater is subjected to advanced filtration using a groundwater membrane filtration system. A method of supplying water to the drinking faucets of each house by gravity is adopted after purification to water quality, through a dedicated pump and a dedicated elevated tank.

従来、整備布設された上水(水道水)により生活用水のすべてが賄われて来た。ところが、合理的見地よりあらゆる社会的システムの見直しが行われつつある中に於いて、“水”についての見直しは未だ緒についたばかりの観がある。
特に一つの課題として、飲料水系の給水システムに於いて少なくとも一種の上質飲料水専用の分離配管供給システムが検討されている。
元来、生活用水全体として使用される水の用途は、生命維持のために供する飲料系、皮膚に接触し使用する洗面・手洗い・浴槽系、並びに皮膚とは接触せず使用する洗浄水系に大分類される。現状では、これらの給水は用途に無関係な全て同一の上水(水道水)道にて供給されている。
Conventionally, all the water for daily life has been covered by water (tap water) that has been laid. However, while all social systems are being reviewed from a rational standpoint, the review of “water” has just begun.
In particular, as a problem, in a drinking water supply system, a separate piping supply system dedicated to at least one type of high quality drinking water has been studied.
Originally used as water for daily use, water is mainly used for beverages used for life support, washing / washing / bath systems used in contact with skin, and washing water systems used without contact with skin. being classified. At present, these water supplies are all supplied through the same water supply (tap water) road regardless of the application.

本発明者等が目指す上質活性飲料水の実現が必要とする見地からすれば、現状の上水中には滅菌剤として残留塩素の含有量が規定されているものの、実際には規定内でも変動するために飲料水・炊事用に供する場合には濃度の加減で味覚を阻害し、或いは不快感を与え、調理面では食材の栄養素を破壊するなどの好ましくない影響が指摘されている。
又、生活面でも洗面・浴槽に供する水としてアトピー症状を有する人には残留塩素分が禁忌項目とされ、通常の人でも皮膚の肌荒れ、或いは不快感などの現象を惹起する場合もあり好まれない項目の一つと理解されている。
From the viewpoint of the realization of high-quality active drinking water aimed by the present inventors, although the content of residual chlorine as a sterilizing agent is specified in the current water supply, it actually varies within the specification. Therefore, when it is used for drinking water and cooking, unfavorable effects are pointed out, such as the taste being hindered or uncomfortable by the concentration, and the nutrients of the food being destroyed on the cooking surface.
Residual chlorine is a contraindicated item for people who have atopic symptoms as water to be used in bathrooms and baths in daily life, and even normal people may cause phenomena such as rough skin or discomfort. It is understood as one of the items that is not.

このような現状から、近来では水道水を生で飲む慣習を忌み嫌う傾向にあり、水道水が果たすべき本来の飲料水としての大切な役割を追われている。本来“水”は体温の維持、整腸作用、老廃物の排除、栄養の運搬、動脈硬化の予防、解毒作用等生体に於ける大切な働き或いは機能を発揮する必要がある。
この“水”本来の有用な機能及び信頼性を回復するには、飲料系とその他に供給水系を分離活用するなど、更に有用性のある解決策が求められている。
Under such circumstances, recently, there is a tendency to dislike the practice of drinking tap water lively, and the important role as tap water that tap water should fulfill is being pursued. Essentially, “water” needs to exert important functions or functions in the living body such as maintaining body temperature, regulating the intestine, eliminating waste, transporting nutrients, preventing arteriosclerosis, and detoxification.
In order to restore the original useful function and reliability of “water”, there is a demand for a more useful solution, for example, by separately using a drinking water system and a supply water system.

この様な難点を解決する一つの方法として、例えば水道水を原水として各種高度処理、並びにミネラル分等を添加し安全で美味しい水を供給する方法が報告されている。(特許文献1参照)この報告では、原水を水道水として出発する美味しい“水”の精製にあるがコストと装置の複雑さの面で難点が付き纏う。又、大量に供給するシステムの構築には限界がある。
他の提案として、高濃度の残留塩素を含む水道水の一部を活性炭にて塩素濃度を削減した水道水とし、再度水道水と混合させ規制内の低濃度の水道水に再生するシステムが報告されている。(特許文献2参照)
この方法も、又大量に供給するシステムの構築には不適切で限界がある。
As one method for solving such difficulties, for example, various advanced treatments using tap water as raw water, and a method for supplying safe and delicious water by adding minerals and the like have been reported. (Refer to Patent Document 1) In this report, there is purification of delicious “water” starting from raw water as tap water, but there are difficulties in terms of cost and complexity of the apparatus. In addition, there is a limit to the construction of a system that supplies a large amount.
As another proposal, a system has been reported in which part of tap water containing high-concentration residual chlorine is converted to tap water whose chlorine concentration has been reduced with activated carbon, and then mixed with tap water again to regenerate the low-concentration tap water within the limits. Has been. (See Patent Document 2)
This method is also inadequate and limited in the construction of a system that supplies a large amount.

本発明者等は、上質活性飲料水の実現する為には、飲料水としての要件を満足し単に安全で美味しい水に留まらず、同時に災害時にも対応できる緊急用水としての常備など社会的責任にも応諾可能な飲料水の配水システを達成すべく検討した。
本発明で目標とする美味しい・安全・安心で健康促進の活性飲料水を構成する基本水は次の条件に基づくものである。即ち、水質及び条件を次の表1に示す。
In order to realize high-quality active drinking water, the present inventors are not limited to simply drinking safe and delicious water that satisfies the requirements for drinking water. Also considered to achieve an acceptable drinking water distribution system.
The basic water constituting the active drinking water for promoting health, which is the target of the present invention, is based on the following conditions. That is, the water quality and conditions are shown in Table 1 below.

Figure 2008155190
Figure 2008155190

本発明者等は、上質活性飲料水の要件を満足せしめる為には、まず解決しなければならない問題点を鋭意検討し、次の表2に示す諸問題点を抽出した。  In order to satisfy the requirements for high-quality active drinking water, the present inventors have intensively studied the problems that must be solved first, and extracted the problems shown in Table 2 below.

Figure 2008155190
Figure 2008155190

特開平6−134489  JP-A-6-134489 特開平6−79261  JP-A-6-79261

従来、水道水(上水)の原水は概ね河川水とするために近年の汚染度合の進行に伴い、取水地点での環境劣化に影響を受ける事は周知の事実である。この原水を出発に各種の処理工程を経て水道基準に制水され給水されるが、処理工程で行われる原水の汚染に対する化学処理に起因する有害物質の追加発生の懸念、滅菌処理に伴う残留塩素の影響などの懸念材料を抱えた状態で飲料水として利用しているのが現状である。
本発明者等は、水道法に適合した飲料水であって、且つ美味しい安全・安心・健康促進の活性飲料水を目標とし、“水”造りに関わる問題点を解決する事を課題とした。
Conventionally, it is a well-known fact that the raw water of tap water (clean water) is generally river water and is affected by environmental deterioration at the intake point as the degree of pollution progresses in recent years. Starting from this raw water, water is controlled and supplied to water standards through various treatment processes. However, there are concerns about additional generation of harmful substances due to chemical treatment of raw water contamination in the treatment process, and residual chlorine accompanying sterilization treatment. It is currently used as drinking water in a state of concern such as the effects of
The inventors of the present invention aimed to solve the problems related to “water” production with the goal of drinking water that complies with the Water Supply Law and that is delicious, safe, reliable, and health-promoting active drinking water.

このためには、農薬・汚染排水・生活排水などの汚染物質が混入の懸念を有する表流水である河川水系を原水とせず、更に滅菌処理に必要とする残留塩素を基準内とするが低濃度に削減し得る原水を基本水とすることを条件とした。
又、給水供給システム面で採用されて来た、従来の水道水供給管の一管方式を見直し、共通配管とされている飲料水系・洗浄水系を夫々目的別に分離する事により、飲料水優位とすべき点に着目し改善目標とした。
この目標を実現し、美味しい安全・安心・健康促進の活性飲料水として生のまま飲める給水システムを創出するには、水質の管理と給水システムの二面に改善を行う必要性を感得した。
For this purpose, river water systems, which are surface waters that may be contaminated with pollutants such as agricultural chemicals, contaminated wastewater, and domestic wastewater, should not be used as raw water, and the residual chlorine required for sterilization should be within the standard but low concentration The basic water should be used as the raw water that can be reduced.
In addition, by reviewing the conventional pipe water supply pipe system that has been adopted in the water supply system, and separating the drinking water system and the washing water system, which are common pipes, according to their respective purposes, Focusing on the points to be improved, we set the improvement target.
In order to realize this goal and create a water supply system that can be drunk raw as an active drinking water that is delicious, safe, secure, and healthy, I realized the need to improve both the water quality management and the water supply system.

本発明者等は、この様な課題を解決すべく鋭意研究し、管理された活性飲料水を確実に送水可能な給水供給配管システムと装置の機能を進化改善する点に目標を定めた。
更に、詳細には自動滞留防止対応機構を付加し、管理された活性飲料水を安全に確保する常時保持する事により達成出来る事を確認し本発明に到達した。即ち、地下水を起点として地下水膜濾過システムを採用し、更に専用飲料水系給水配管システムにより、“生”で飲める環境下に常時保持するものである。この為には、従来実施されている配管システムを根本的に改革させ、給水方式を少なくとも二管供給方式として高品質の水質を維持する給水供給配管システムを完成する事を手段とした。
The inventors of the present invention have intensively studied to solve such problems, and have set a goal of evolving and improving the functions of a water supply / pipe system and apparatus capable of reliably delivering controlled active drinking water.
Furthermore, in detail, it was confirmed that it can be achieved by adding an automatic retention prevention mechanism, and maintaining the active drinking water to ensure the safety of the controlled drinking water at all times. In other words, the groundwater membrane filtration system is adopted starting from the groundwater, and is maintained constantly in an environment where it can be drunk “rawly” by a dedicated drinking water system water supply piping system. For this purpose, the conventional piping system has been fundamentally reformed, and the water supply system has been changed to at least a two-pipe supply system to complete a water supply pipe system that maintains high quality water quality.

即ち、本発明の要旨とするところは、地下水を原水として精製し、水道法にて規定された水質を確保し、水温など環境条件を保持するために地下水の恒温条件を活用せしめて常時安定した飲用条件下にある活性飲料水として供給するに際し、水質保持と循環余剰水の活用を図るべく所定時間毎に作動する循環方式を介し、且つ該循環余剰水の一部は余水再活用口を有し、或いは有しない緊急用貯留槽に移送せしめて保留する如く設定し、少なくとも一つの独立の飲料水供給管にて配水を行う事を特徴とする上質活性飲料水供給システムとその装置にある。  That is, the gist of the present invention is that the groundwater is purified as raw water, the water quality specified by the Waterworks Law is ensured, and the constant temperature condition of the groundwater is utilized to maintain the environmental conditions such as the water temperature. When supplying as active drinking water under drinking conditions, in order to maintain water quality and utilize the circulating surplus water, a circulation system that operates every predetermined time is used, and a part of the circulating surplus water is used as a surplus water reuse port. A high-quality active drinking water supply system and apparatus therefor characterized in that it is set so as to be held in an emergency storage tank with or without it and to distribute water through at least one independent drinking water supply pipe .

原水の精製に際し地下水高度処理に膜濾過方式を採用する事が好ましい。
本発明で環境条件とは、飲料水としての水質面では残留塩素の含有量、水温では地下水の恒温性を活用して活性水としての条件を常時維持する必要がある。特に、飲料水の要件の1つである残留濃度を、水道法による0.1mg/L以上を確保するが0.4mg/L以下を保持するのが好ましい。
場合により、残塩濃度計による中央監視システムを設け、本発明の飲料水条件を科学的に保持する方法も採用でき、更に所定時間毎に作動する循環流の形成を図り水質の均一性を維持する事が重要で有る。
本発明で言う所定時間の決定に際し、季節或いは配水の環境により定めるために一義的に定められない。計画的に管理する方式として、水質の管理センターにてコントロールする方式が望ましい。
配管内に在る滞留飲料水の温度管理として、タイマーを組み込み所定時間毎に弁を開放せしめ、水質管理ループ管を要し重力式にて循環流を形成せしめる事も好ましい手段である。
In purifying raw water, it is preferable to adopt a membrane filtration system for advanced groundwater treatment.
In the present invention, the environmental condition means that the content of residual chlorine is necessary in terms of water quality as drinking water, and the condition as active water must be maintained at all times by utilizing the constant temperature of groundwater. In particular, the residual concentration, which is one of the requirements for drinking water, is 0.1 mg / L or more according to the Waterworks Act, but preferably 0.4 mg / L or less.
In some cases, a central monitoring system using a residual salt concentration meter can be provided, and the method of scientifically maintaining the drinking water conditions of the present invention can also be adopted. Furthermore, the formation of a circulating flow that operates every predetermined time is aimed at maintaining the uniformity of water quality. It is important to do.
In determining the predetermined time referred to in the present invention, it is not uniquely determined because it is determined according to the season or the water distribution environment. As a method of systematic management, a method of controlling at a water quality management center is desirable.
As a temperature control of the staying drinking water in the pipe, it is also a preferable means to incorporate a timer, open the valve every predetermined time, and to form a circulation flow by a gravity method by requiring a water quality management loop pipe.

水温の制御には、地下水の恒温性が欠かす事の出来ない手段であり、河川の如き表流水では大気との連動が激しく夏の冷却エネルギーや冬の加熱エネルギーとして温度差の変動条件から活用し難い。これに比べ地下水の場合には有利で、特に120〜150mの深井戸では恒温性が保持されており、16〜18℃として年間を通じ変動しない特徴がある。
本発明で対象とする上質活性飲料水の要件の1つである、水温(18℃〜20℃)を維持するために、地下水の恒温性を活用し更に上質活性飲料水供給システムに於ける専用飲料水配管の系統を断熱材にて保温せしめ外気の影響を遮断するのが好ましい。
Control of water temperature is an indispensable means of groundwater constant temperature, and surface water such as rivers is heavily linked to the atmosphere, and can be used from the fluctuation conditions of temperature difference as summer cooling energy and winter heating energy. hard. Compared to this, it is advantageous in the case of groundwater, and in particular, a constant temperature is maintained in a deep well of 120 to 150 m, and there is a feature that it does not change throughout the year as 16 to 18 ° C.
In order to maintain the water temperature (18 ° C. to 20 ° C.), which is one of the requirements for high quality active drinking water targeted by the present invention, it is dedicated to the high quality active drinking water supply system by utilizing the constant temperature of groundwater. It is preferable to keep the drinking water piping system warm with a heat insulating material to block the influence of outside air.

特に、外気の影響を受け易い季節である、真夏日や真冬日に於いては水温を中央監視システムにて管理し、強制的に滞留水防止電動弁を開放するなど、飲料水専用配管内の飲料水を水質管理ループ管による重力式の循環流を形成する事が出来る。
飲料水の供給に際し、多くの供給場所がある場合には、独立の飲料水供給管に夫々量水器を設置する事により便宜を図る事が出来る。
又、緊急用貯留槽の余水を活用すれば、例えばビオトープ施設などへの供給により、飲料水の水質を保持した上で役立った余剰水を無駄水として廃棄する事無く幅広く活用が可能となる。
In particular, in midsummer days and midwinter days, which are easily affected by outside air, the water temperature is controlled by a central monitoring system, and the electric valve for preventing stagnant water is forcibly opened. It is possible to form a gravity-type circulating flow of drinking water using a water quality control loop tube.
In the case of supplying drinking water, when there are many supply locations, it is possible to provide convenience by installing water meters in independent drinking water supply pipes.
In addition, if the surplus water in the emergency storage tank is utilized, for example, by supplying it to a biotope facility, it becomes possible to use it widely without having to discard the surplus water that was useful while maintaining the quality of the drinking water. .

本発明で言う活性飲料水を得る方法は特に限定されないが、汚染の度合いを予め調査した上で活性飲料水を得るのに問題となる原水は除外し、水道法にて規定された水質を確保可能な原水を選択するのが好ましい。この際に環境条件も調査し地下水の水温などを十分に把握する必要がある。特に、水質面で農薬・汚染排水・生活排水などの汚染物質が混入の懸念の無い事を前提とする。
表流水である河川水系を原水とせず、更に滅菌処理に必要とする残留塩素を水質基準内に制し得る地下水を基本水とし、特に深層地下水を原水とするのが極めて好ましい。
The method for obtaining the active drinking water referred to in the present invention is not particularly limited, but after examining the degree of contamination in advance, excluding raw water which is a problem in obtaining active drinking water, ensuring the water quality prescribed by the Water Supply Law It is preferable to select possible raw water. At this time, it is necessary to investigate the environmental conditions and to understand the groundwater temperature. In particular, it is assumed that there is no concern about contamination with agricultural chemicals, contaminated wastewater, domestic wastewater, etc. in terms of water quality.
It is very preferable that the river water system, which is surface water, is not used as raw water, and ground water that can control residual chlorine required for sterilization within the water quality standard is basic water, and in particular, deep ground water is used as raw water.

本発明で原水を処理する場合、除鉄除マンガン処理を主流とするが、滅菌処理では一般に周知の次亜塩素酸ソーダによる。しかし、次亜塩素酸ソーダでは死滅しないクリプトスポリジウム・ジアルジア等の原虫駆除には膜処理機能にて対応する。
又、トリハロメタン問題は微妙な次亜塩素酸ソーダ濃度の調整にて解決する事が出来る。
本発明では、基本的に飲料水系とその他の用途水系との給水方式を採用するので少なくとも二管式となり、例えば共同住宅に於ける用途別水使用量から推して、飲料用及び炊事用の飲料水系を地下水である井水とし、その他をまとめて上水道とするのが好ましい。
用途別水使用量(1人当たり1日250リットルの内訳)を調査すると下記の表3に示すとおりである。
When raw water is treated in the present invention, iron removal and manganese removal are the mainstream, but in sterilization treatment, generally known sodium hypochlorite is used. However, protozoa such as Cryptosporidium and Giardia, which are not killed by sodium hypochlorite, are dealt with by membrane treatment function.
The trihalomethane problem can be solved by adjusting the concentration of sodium hypochlorite.
In the present invention, a drinking water system and other use water systems are basically adopted, so that at least a two-pipe system is used. For example, beverages and cooking drinks are estimated based on water usage by use in apartment buildings. It is preferable that the water system is well water, which is groundwater, and the other is collectively used as water supply.
Table 3 below shows the amount of water used by application (a breakdown of 250 liters per person per day).

Figure 2008155190
Figure 2008155190

上述した如く、本発明では目的とする飲料水系として美味しい・安全・安心で健康促進の活性飲料水を構成するには、基本水の条件の一つである水温と残留塩素濃度のコントロールが必要となり、定時的に強制的な水循環を実行し流水状態を形成する必要がある。  As described above, in the present invention, it is necessary to control the water temperature and the residual chlorine concentration, which are one of the basic water conditions, in order to construct an active drinking water that is delicious, safe, reliable and promotes health as the intended drinking water system. It is necessary to execute a forced water cycle on a regular basis to form a flowing water state.

本発明は、従来では着目されていない給水系統を少なくとも2系統方式とする必要性を裏付けし、飲料水系とその他水系とに用途範囲を明確に区分し、夫々を独立に供給することにより、飲料水本来の機能を回復し、“生”で飲用に供する事を達成したものである。
更に、好ましくは飲料水に関する中央監視システムを設立し配水管理を徹底して行うのが最も好ましい姿である。
又、美味しい・安全・安心で健康促進の活性飲料水とする事により、体温の維持、整腸作用、老廃物の排除、栄養の運搬、動脈硬化の予防、解毒作用等の身体への大切な働きを確保出来る。本発明で強調する活性飲料水とは、人体が求める飲み安い条件に整えた制水であって美味しい水と感じられる条件を満足する飲料水を指称する。
このような体制下に飲料水が配水されると、従来各戸の蛇口に取り付けられて来た浄水器等が不要となり、維持管理と水質確保に更なる質の向上を図る事が可能である。
The present invention confirms the necessity of using at least two systems of water supply systems that have not been focused on in the past, clearly classifies the range of use into drinking water systems and other water systems, and supplies each of them independently. The original function of water has been restored, and it has been achieved to be used “drinking” “raw”.
Furthermore, it is most preferable to establish a central monitoring system for drinking water and to thoroughly carry out water distribution management.
Also, by making active drinking water that is delicious, safe, secure and promotes health, it is important for the body to maintain body temperature, eliminate intestinal regulation, eliminate waste, transport nutrients, prevent arteriosclerosis, detoxification, etc. We can secure work. The active drinking water emphasized in the present invention refers to drinking water that satisfies the condition that it is controlled water that is required for the human body to be cheap and that is delicious and that it feels delicious.
If drinking water is distributed under such a system, the water purifier or the like conventionally attached to the faucet of each door becomes unnecessary, and it is possible to further improve the quality for maintenance and ensuring the water quality.

本発明は、災害に強い井戸の深層水を揚水しているため、災害時に上水本管が破断した場合の代替給水としての機能を果たす事が可能で、その結果ライフラインの一環が確保され、救命ライフラインが機能する事により被災者の生命が救われるものと確信する。
災害は非日常的現象、“水”は日常的に使用していないと腐敗し、同様に地下水も日常的に使用していないと汚染され、利用価値が無くなる。即ち、地下水を揚水して高度処理した“水”を使用用途に準じて循環させ、出来るだけ流水状態の形成により、水質・温度を高度に維持する事が可能となる。以下、実施例により本発明を説明する。
Since the present invention pumps deep water from wells that are resistant to disasters, it can serve as an alternative water supply when the main water breaks during a disaster, and as a result, a part of the lifeline is secured. I am convinced that the lifeline of the victim will be saved by the functioning of the lifeline.
Disasters are an extraordinary phenomenon, and “water” will rot if not used on a daily basis, and likewise groundwater will be contaminated if not used on a daily basis, thus losing utility value. That is, it is possible to maintain the water quality and temperature at a high level by circulating the “water” obtained by pumping up the groundwater in accordance with the intended use and forming the flowing water state as much as possible. Hereinafter, the present invention will be described by way of examples.

共同住宅に於ける給水管系配管を2系統方式とし、飲料水系水道と洗浄水系水道を明確に分離したシステムを本発明のシステム構成例を図1に基づいて説明する。
又、各住居に飲料水道用蛇口と洗浄用水道蛇口の夫々を設け、飲料用水道の原水は井水で、洗浄用水道は上水とし、共に水道法による水質基準に適合した水質とする。
まず井水系、即ち飲料水専用水道について、図1により説明する。
井戸(B)より揚水した地下水を膜濾過装置(C)で高度処理をし、次いでその浄化水を揚水ポンプ(P−2)にて飲料水専用高架水槽(T−3)に移送し貯留する。その後、飲料水専用給水管(d)を要し重力方式にて共同住宅各戸の飲料水専用量水器(M−1)を経て飲料水系水道の各蛇口へ供給する。
A system configuration example of the present invention will be described with reference to FIG. 1 as a system in which the water supply pipes in the apartment house are of two systems and the drinking water system and the washing water system are clearly separated.
In addition, each house will be provided with a drinking water faucet and a washing water faucet. The drinking water will be well water and the cleaning water will be clean water, both of which will meet the water quality standards of the Water Supply Law.
First, a well water system, that is, a drinking water dedicated water supply will be described with reference to FIG.
The groundwater pumped from the well (B) is subjected to advanced treatment with the membrane filtration device (C), and then the purified water is transferred to the drinking water elevated elevated tank (T-3) by the pumping pump (P-2) and stored. . Thereafter, a drinking water dedicated water pipe (d) is required, and it is supplied to each faucet of the drinking water system water via the drinking water dedicated water meter (M-1) of each apartment house by gravity.

又、飲料水系の配管について、最下階に設けたループ配管(f)を要し最終末端を時間制御の上で滞留水防止電動弁(V−1)を作動させ、水温と次亜塩素酸ソーダの濃度を調整する。ここで発生する余剰水は強制的に防火用水槽に移送して貯留し、その水質・水量維持を管理すると共に更なる余水はビオトープ池に流入する。
よって、常時流入状態を確保出来る事により美味しい水の要件である水温20℃以下、残留塩素濃度0.4mg/L以下を常時確保出来、安全で美味しい“水”が上製出来る。
因みに、この飲料水系水道では飲料用と炊事用に供するものである。
In addition, for the drinking water system piping, the loop piping (f) provided on the lowest floor is required, the final terminal is time-controlled and the stagnant water prevention motor operated valve (V-1) is operated, the water temperature and hypochlorous acid. Adjust the soda concentration. The surplus water generated here is forcibly transferred to and stored in a fire prevention water tank, and the maintenance of the water quality and quantity is managed, and further surplus water flows into the biotope pond.
Therefore, it is possible to always secure a water temperature of 20 ° C. or lower and a residual chlorine concentration of 0.4 mg / L or lower, which are the requirements for delicious water, by ensuring a constant inflow state, and safe and delicious “water” can be produced.
Incidentally, this drinking water system is used for drinking and cooking.

次に上水系配水、即ち洗浄水系水道について同じ図1により説明する。
給水本管(A)より分岐して敷地内に引き込み、上水受水槽(T−1)に移送し貯留する。又、上水揚水ポンプ(P−1)を要し上水高架水槽(T−2)へ揚水移送し貯留する。その後、重力式にて上水供給管(c)を介し、共同住宅に於ける各戸の上水専用量水器(M−2)を経て洗浄水系水道として供給する。因みに、この洗浄水系水道とは、飲料用と炊事用に供する以外のものである。
Next, water supply system water distribution, that is, cleaning water system water supply will be described with reference to FIG.
It branches from the water supply main (A), is drawn into the site, and is transferred to the water receiving tank (T-1) for storage. In addition, the pumping pump (P-1) is required, and the pumped water is transferred to the elevated water tank (T-2) for storage. After that, the water is supplied as washing water system water through a water supply pipe (c) by gravity and through a dedicated water meter (M-2) for each house in the apartment house. Incidentally, this washing water system water supply is something other than serving for drinks and cooking.

これらは、地下水から活性飲料水供給の目的で施設したもので、この結果より本件発明の効果を確認する事が出来た。以上に述べた本発明の地下水からの活性飲料水専用供給システムは、実際に実施した事例に基づき、その代表例を示したものである。
更に、飲料水系配管と洗浄水系配管との互換機能を充てるべく、図1に示す通り屋上階の各々の高架水槽との連結配管を要し、上水切替供給弁(V−2)により相互の“水”を連通させる。これにより、上水の給水本管が災害時に破断した場合を想定し洗浄水系水道の機能不能を回避しライフラインとして役立つものである。
These were installed for the purpose of supplying active drinking water from groundwater, and from this result, the effects of the present invention could be confirmed. The above-described dedicated supply system for active drinking water from groundwater according to the present invention is a representative example based on actual examples.
Furthermore, in order to satisfy the interchangeable function between the drinking water system piping and the washing water system piping, a connecting piping with each elevated water tank on the rooftop floor as shown in FIG. 1 is required, and mutual connection is made by the water supply switching supply valve (V-2). Communicate “water”. As a result, assuming that the water supply main is broken at the time of a disaster, it is useful as a lifeline by avoiding the inability of the wash water system.

又、飲料水系水道が供給不能になったとすれば、ライフラインとしての機能維持が失われる事なく、代替水として相互互換性を活用出来る為、生活機能を阻害させることはない。
更に、災害時には上水給水本管が破断し断水状況が長期に亘り惹起され懸念があるが、本発明で採用する地下水即ち井戸は災害時に強く、ライフラインとして極めて有効であり様々な災害で実証されている。
本発明において、発明者が目指したものは、生命維持の根本である“水”は、機能に基づき利用しなければならない事で、飲料水系配管と洗浄水系配管を統一した従来のシステムを改革し、あくまでも飲料水となり得る“水”を生で飲用に供し得る事である。
又、災害に強い地下水利用によるライフライン確保が確保出来る点で重要な役目を果たす事が出来る。
Moreover, if the drinking water system water supply cannot be supplied, the maintenance of the function as a lifeline is not lost, and the interchangeability can be utilized as an alternative water, so that the living function is not hindered.
Furthermore, there is a concern that the main water supply main will break during a disaster and the water outage will be caused for a long period of time, but the groundwater or well used in the present invention is strong at the time of disaster and is extremely effective as a lifeline and has been proven in various disasters. Has been.
In the present invention, the inventor aimed to reform the conventional system that unifies drinking water system piping and washing water system piping because water, which is the basis of life support, must be used based on functions. In other words, “water” that can be used as drinking water can be used for drinking live.
It can also play an important role in securing a lifeline by using groundwater that is resistant to disasters.

図1に示した共同住宅は、1階が10戸で7階建ての合計70戸で当発明を実施した。
又、1日当たりの使用水量を算出すると下記になった。
250リットル×4人/戸×70戸=70,000リットル(70トン)
この70トンを飲料水系用水と洗浄水系用水に仕分けすると次に示す通りとなった。
飲料水系用水 = 28,000リットル(約3トン)
洗浄水系用水 = 67,000リットル(約67トン)
これを合計すると約70トンとなる。
上記数値より、各水槽の容量を特定し、特に飲料水系の専用高架水槽(T−3)の容量を3立方メートルとし、定時流水態で水質を安定させる様に設定した。
又、設定に際し防火用水槽(T−4)の容量を20立方メートルと計画し、余水をビオトープ池に放流する計画とした。
In the apartment house shown in FIG. 1, the present invention was implemented with a total of 70 units of 10 units on the first floor and 7 stories.
In addition, the amount of water used per day was calculated as follows.
250 liters x 4 people / house x 70 units = 70,000 liters (70 tons)
When 70 tons were sorted into drinking water and washing water, the following results were obtained.
Drinking water water = 28,000 liters (about 3 tons)
Water for cleaning water = 67,000 liters (about 67 tons)
This totals about 70 tons.
From the above numerical values, the capacity of each water tank was specified, and in particular, the capacity of a dedicated elevated water tank (T-3) for drinking water system was set to 3 cubic meters, and the water quality was set to be stable in a constant flow state.
In addition, the capacity of the fire prevention water tank (T-4) was planned to be 20 cubic meters at the time of setting, and the surplus water was planned to be discharged into the biotope pond.

各給水系配管を明確に分離した。原水が地下水の場合、深度120mの深井戸(B)を掘削し、地下水揚水ポンプ(P−3)にて揚水し、地下水高度処理装置(C)へ導入した。
地下水高度処理装置(C)は原水である地下水の水質を判断し、図2に示す原水槽(C−1)、除鉄・除マンガン塔(C−2)、活性炭塔(C−3)、MF膜装置(C−4)、処理水槽(C−5)、次亜塩素酸ソーダ槽(C−6)からなる水処理装置を介し水道法に則り飲料水を上製する。
特にMF膜装置(C−4)にてクリプトスポリジウム・ジアルジア等次亜塩素酸ソーダにても死滅しない原虫類を除去する装置を付加設置した。
Each water supply system piping was clearly separated. When the raw water was groundwater, a deep well (B) having a depth of 120 m was excavated, pumped by a groundwater pump (P-3), and introduced into an advanced groundwater treatment device (C).
The groundwater advanced treatment device (C) judges the quality of groundwater as raw water, and the raw water tank (C-1), iron removal / manganese removal tower (C-2), activated carbon tower (C-3) shown in FIG. Drinking water is prepared according to the water supply law through a water treatment device comprising an MF membrane device (C-4), a treated water tank (C-5), and a sodium hypochlorite tank (C-6).
In particular, an apparatus for removing protozoa that does not die even with sodium hypochlorite such as Cryptosporidium giardia, etc., was installed in the MF membrane apparatus (C-4).

地下水高度処理水槽の処理能力(3トン/時間)で、飲料水系の1日当たりの使用水量を3トンとし消費時間15時間とすると200リットル/時間と設計し、集中時間帯を3時間とした場合を想定し1トン/時間と定めた。
又、流水状態を現出し水質を確保するためには、時間設定による帯流水防止電動弁(V−1)を1日8回、即ち3時間毎に開放し1回当たり250リットルを放出し、防火用水槽(T−4)へ移送させ、その後の余水はビオトープ導入管(i)を要して敷地内池へ放流する。以上の合計により処理水量を決定した。
When the groundwater advanced treatment tank capacity (3 tons / hour) is designed to be 200 liters / hour when the daily consumption of drinking water is 3 tons and the consumption time is 15 hours, and the concentration time zone is 3 hours Is assumed to be 1 ton / hour.
In addition, in order to reveal the running water condition and ensure the water quality, the water-carrying prevention electric valve (V-1) by setting the time is opened 8 times a day, that is, every 3 hours, and 250 liters are discharged per time. It is transferred to the fire prevention water tank (T-4), and the remaining water after that is discharged into the pond in the site via the biotope introduction pipe (i). The amount of treated water was determined by the above total.

そこで、地下水高度処理装置(C)で上製された処理水を、飲料水専用揚水ポンプ(P−2)にて飲料水揚水管(e)を経て、飲料水専用高架水槽(T−3)へ移送貯留し、その後重力方式にて飲料水供給管(d)を要し各戸の飲料水専用量水器(M−1)を経て、各戸飲料水系水道蛇口へ供給した。
尚、水量・水質を安定させるために、水質管理ループ管(f)を要し、飲料水系給水管末端に帯流水防止電動弁(V−1)を設置して1日8回3時間毎に開放させ、防火用水用給水管を要し、防火用水槽(T−4)へ移送した。防火用水槽(T−4)には、20トンの貯水能力があり、災害時に有効なる働きを可能とさせる。
Therefore, the treated water produced by the advanced groundwater treatment device (C) passes through the drinking water pumping pipe (e) by the drinking water pumping pump (P-2) to the drinking water elevated water tank (T-3). After transporting and storing, a drinking water supply pipe (d) was required by a gravity method, and the water was supplied to each drinking water system tap through each drinking water meter (M-1).
In addition, in order to stabilize the amount of water and water quality, a water quality management loop pipe (f) is required, and an advancing water prevention electric valve (V-1) is installed at the end of the drinking water system water supply pipe every 8 hours 3 times a day. The water pipe for fire prevention water was required, and it was transferred to the fire prevention water tank (T-4). The water tank for fire prevention (T-4) has a water storage capacity of 20 tons, and makes it possible to work effectively in the event of a disaster.

この計画で、1日2トンを強制的に供給するため毎日1割の水量が入れ替わり常時良好なる水質を維持出来、余剰水は、自然的にビオトープ用導入管(i)を要しビオトープ施設へ流入する。良質なる地下水を飲料水に限定して供給すると同時に余剰分を防火用水用水源、更に余水をビオトープ用水源として同時に活用させる事に成功した。
又、上水高架水槽(T−2)より上水供給管(c)を要し、上水切替供給弁(V−2)の切替により、飲料系水道と洗浄系水道の給水が相互利用体制下に活用出来るシステムが達成できた。
This plan forcibly supplies 2 tons per day, so that 10% of the water volume is changed every day and good water quality can be maintained at all times. The surplus water naturally requires a biotope introduction pipe (i) and goes to the biotope facility. Inflow. We were able to supply high-quality groundwater limited to drinking water, and at the same time succeeded in utilizing the surplus as a water source for fire prevention water and the surplus water as a water source for biotope at the same time.
Also, a water supply pipe (c) is required from the elevated water tank (T-2), and the drinking water supply system and the washing system water supply system are mutually used by switching the water supply switching supply valve (V-2). The system that can be used below was achieved.

このことにより、地下水高度処理装置(C)の保守管理時によるシステム停止時に於いても洗浄水系配管より給水が可能となった。同じく上水供給管系統の断水時においても飲料水系配管よりの供給可能となり、日常生活に支障を来たすことがない。
一方、上水系統は給水本管(A)より上水引き込み管として口径40mmにて分岐引き込み、上水受水槽(T−1)40立法メートルに貯留し制御はFM弁制御とした。上水揚水ポンプ(P−1)にて揚水し、上水揚水管(b)を要し上水高架水槽(T−2)7トンへ移送貯留した。この後、重力方式で上水供給管(c)を要し各戸に設置した上水専用量水器を経て各戸の洗浄系水道蛇口に供給した。
As a result, water can be supplied from the cleaning water system pipe even when the system is stopped due to maintenance of the groundwater advanced treatment device (C). Similarly, even when the water supply pipe system is shut down, it can be supplied from the drinking water system pipe, and there is no hindrance to daily life.
On the other hand, the water supply system was branched and drawn into the water supply main pipe (A) as a water supply pipe with a diameter of 40 mm, and stored in a water meter tank (T-1) 40 cubic meters, and the control was FM valve control. The water was pumped by the water pump (P-1), transferred to the 7-ton water elevated tank (T-2) using the water pumping pipe (b). Then, the water supply pipe | tube (c) was required by the gravity system, and it supplied to the washing | cleaning system water tap of each house through the water meter for exclusive use of the water supply installed in each house.

以上に詳細説明した如く、本発明は第1に快適な住まい・健康な生活・高齢化社会に対応、第2に安全で美味しい水の供給、第3にライフラインの水供給、第4に自然環境保護を目的とし、当システムを構築する事により達成する事が出来る。
本発明の第1の特徴は、建物、特に共同住宅に於ける給水供給配管を少なくとも二管方式とする事を特徴とし、飲料水系配管と洗浄水系配管とを分離させ、飲料水系配管はあくまでも生で水を飲用する事を目的とし、水質管理を単独で緻密に行えるシステムを構築して安全に維持可能な体制下に配水する点にある。
特に、飲料水系水道は水温を地下水独特の恒温性の活用により維持し、水道蛇口に至るまでの水道水の滞留状態を極めて少なく設定すべく、最終末端の温度を20℃以下にて保持すべくタイマー制御にて行うものである。
As explained in detail above, the present invention is first adapted to a comfortable home, healthy living and aging society, secondly safe and delicious water supply, thirdly lifeline water supply and fourthly natural It can be achieved by building this system for the purpose of environmental protection.
The first feature of the present invention is characterized in that at least two water supply pipes are used in buildings, particularly in apartment buildings, and the drinking water system piping and the washing water system piping are separated, and the drinking water system piping is only produced. The purpose of drinking water is to build a system that can precisely control water quality independently and distribute the water under a system that can be safely maintained.
In particular, drinking water-based tap water should be maintained by utilizing the constant temperature characteristic of groundwater, so that the amount of tap water staying at the tap faucet should be set very low, and the temperature at the final end should be kept below 20 ° C. This is done by timer control.

本発明の第2の特徴は、あくまでも飲料水を独立配管にて供給し、原水を地下水と定めて専用の地下水高度処理装置にて制水した飲料水を、給水蛇口末端で安全で美味しい水を供給出来るように水温20℃以下、蒸発残留物30〜200mg/L、高度10〜100mg/L、残留塩素0.4mg/L以下を目標とした活性水の供給にある。
本発明の第3の特徴は、災害時に於いて特に地震襲来時には上水本管の破断による断水が想定される為に、ライフラインの給水が危機状態に陥る。しかし、本発明では井戸を介する地下水の活用であり、揚水可能な状態を維持する事が出来る点でライフラインの水供給として有効であり災害時の飲料水の供給確保が可能である。
更に、定時的に流水状態を維持し余剰水を常時防火用水槽へ貯留させ災害時に活用出来る点を特徴としている。
The second feature of the present invention is that drinking water is supplied by an independent pipe to the end, the raw water is determined as groundwater, and the drinking water controlled by a dedicated groundwater advanced processing device is supplied with safe and delicious water at the end of the water supply faucet. In order to be able to supply, the water temperature is 20 ° C. or less, the evaporation residue is 30 to 200 mg / L, the altitude is 10 to 100 mg / L, and the residual chlorine is 0.4 mg / L or less.
The third feature of the present invention is that water supply due to the breakage of the water main is assumed in the event of a disaster, particularly when an earthquake strikes. However, in the present invention, the use of groundwater through a well is effective as a lifeline water supply in that it can maintain a pumpable state, and it is possible to ensure the supply of drinking water during a disaster.
Furthermore, it is characterized by the fact that it can be maintained at regular intervals and the excess water can be stored in a fire prevention tank at all times and used in the event of a disaster.

本発明の第4の特徴は、防火用水槽からの余水を更にビオトープ用導入管を要し敷地内のビオトープ施設へ放流する事にある。ひいては、敷地内にてビオトープ施設を通して浸透させ、人口涵養とする事が可能である。
以上のとおり、本発明は工業的な効果が著大であり有用な発明であると確信する。
The fourth feature of the present invention resides in that surplus water from the fire prevention water tank is further discharged to a biotope facility on the site by requiring a biotope introduction pipe. Eventually, it is possible to infiltrate through the biotope facility on the site to provide population support.
As described above, the present invention has a great industrial effect and is believed to be a useful invention.

本発明の実施例で、7階建て70戸の共同住宅に於ける配管系統図で、本発明の特徴である給水管系統二管式と飲料水配管のループ配管による水質管理形態を図り知る事が出来る図である。  In an embodiment of the present invention, a piping system diagram in a seven-story 70-unit apartment house, and knowing the water quality management form by a two-pipe water supply pipe system and a drinking water pipe characteristic of the present invention It is a figure that can be. 地下水高度処理装置の構成模式図で、地下水の原水を処理する機器の系統である。  It is a configuration schematic diagram of an advanced groundwater treatment device, which is a system of equipment for treating raw groundwater.

符号の説明Explanation of symbols

A 給水本管
B 井戸
C 地下水高度処理装置
C−1 原水槽
C−2 除鉄・除マンガン塔
C−3 活性炭塔
C−4 MF膜装置
C−5 処理水槽
C−6 次亜塩素酸ソーダ槽
L−1 地下水導入管
L−2 原水管
L−3 処理水管(飲料水管)
L−4 前次亜塩素酸ソーダ注入管
L−5 後次亜塩素酸ソーダ注入管
T−1 上水受水槽
T−2 上水高架水槽
T−3 飲料水専用高架水槽
T−4 防火用水槽
P−1 上水揚水ポンプ
P−2 飲料水専用揚水ポンプ
P−3 地下水揚水ポンプ
M−1 飲料水専用量水器
M−2 上水専用量水器
a 上水引き込み管
b 上水揚水管
c 上水供給管
d 飲料水供給管
e 飲料水揚水管
f 水質管理ループ管
g 地下水揚水管
h 防火用水供給管
i ビオトープ用導入管
V−1 帯流水防止電動弁(タイマー制御)
V−2 上水切替供給弁
A Water supply main B Well C Groundwater advanced treatment equipment C-1 Raw water tank C-2 Iron removal / manganese removal tower C-3 Activated carbon tower C-4 MF membrane equipment C-5 Treatment water tank C-6 Sodium hypochlorite tank L-1 Groundwater introduction pipe L-2 Raw water pipe L-3 Treated water pipe (drinking water pipe)
L-4 Pre-sodium chlorite injection pipe L-5 Post-sodium hypochlorite injection pipe T-1 Water receiving tank T-2 Water elevated elevated tank T-3 Drinking water elevated elevated tank T-4 Fire prevention tank P-1 Water pump Pump P-2 Drinking water pump P-3 Groundwater pump M-1 Drinking water meter M-2 Drinking water meter a Water intake pipe b Water pump c Water supply pipe d Drinking water supply pipe e Drinking water pumping pipe f Water quality control loop pipe g Groundwater pumping pipe h Fire prevention water supply pipe i Biotope introduction pipe V-1 Conveyance water prevention electric valve (timer control)
V-2 Water supply switching supply valve

Claims (6)

地下水を原水として精製し、水道法にて規定された水質を確保し、水温など環境条件を保持するために地下水の恒温条件を活用せしめて常時安定した飲用条件下にある活性飲料水として供給するに際し、水質保持と循環余剰水の活用を図るべく所定時間毎に作動する循環方式を介し、且つ該循環余剰水の一部は余水再活用口を有し、或いは有しない緊急用貯留槽に移送せしめて保留する如く設定し、少なくとも一つの独立の飲料水供給管にて配水を行う事を特徴とする上質活性飲料水供給システム。  Purify groundwater as raw water, ensure the water quality stipulated by the Waterworks Law, and use the constant temperature of groundwater to maintain environmental conditions such as water temperature, and supply it as active drinking water that is always in stable drinking conditions In order to maintain the water quality and utilize the circulating surplus water, the emergency surplus tank has a surplus water reuse port or a part of the circulating surplus water through a circulation system that operates every predetermined time. A high quality active drinking water supply system characterized in that it is set so that it is transported and held, and water is distributed through at least one independent drinking water supply pipe. 請求項1に於いて、原水の精製に際し地下水高度処理に膜濾過方式を採用する事を特徴とする請求項1に記載の上質活性飲料水供給システム。  2. The quality active drinking water supply system according to claim 1, wherein a membrane filtration system is adopted for groundwater advanced treatment when refining raw water. 請求項1に於いて、所定時間毎に作動する循環方式としてタイマーを採用する事を特徴とする請求項1ないし2に記載の上質活性飲料水供給システム。  3. The quality active drinking water supply system according to claim 1, wherein a timer is adopted as a circulation system that operates every predetermined time. 請求項1に於いて、独立の飲料水供給管に量水器を設置する事を特徴とする請求項1ないし3に記載の上質活性飲料水供給システム。  4. The quality active drinking water supply system according to claim 1, wherein a water meter is installed in an independent drinking water supply pipe. 請求項1に於いて、緊急用貯留槽の余水をビオトープ施設へ供給する事を特徴とする請求項1ないし4に記載の上質活性飲料水供給システム。  5. The quality active drinking water supply system according to claim 1, wherein surplus water in the emergency storage tank is supplied to a biotope facility. 上記各項に記載のいずれかの上質活性飲料水供給システムを組み込む事を特徴とする装置。  An apparatus comprising the quality active drinking water supply system according to any one of the above items.
JP2006357393A 2006-12-22 2006-12-22 System and apparatus for supplying fine quality active drinking water Withdrawn JP2008155190A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014189953A (en) * 2013-03-26 2014-10-06 Haseko Corp Emergency water management structure
CN107165221A (en) * 2017-06-23 2017-09-15 青岛三利中德美水设备有限公司 Sub-prime water work and its method of supplying water
JP2021523314A (en) * 2018-05-15 2021-09-02 エルテーツェット− ツェントルム フュア ルフト−ウント トリンクヴァッサーヒュギエーネ ゲーエムベーハー How to operate the circulation system and the circulation system
JP7478396B2 (en) 2021-03-17 2024-05-07 国立大学法人 筑波大学 Biotope experiment facility and aquatic life conservation facility

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014189953A (en) * 2013-03-26 2014-10-06 Haseko Corp Emergency water management structure
CN107165221A (en) * 2017-06-23 2017-09-15 青岛三利中德美水设备有限公司 Sub-prime water work and its method of supplying water
CN107165221B (en) * 2017-06-23 2023-02-14 青岛三利中德美水设备有限公司 Quality-divided water supply equipment and water supply method thereof
JP2021523314A (en) * 2018-05-15 2021-09-02 エルテーツェット− ツェントルム フュア ルフト−ウント トリンクヴァッサーヒュギエーネ ゲーエムベーハー How to operate the circulation system and the circulation system
JP7393012B2 (en) 2018-05-15 2023-12-06 エルテーツェット- ツェントルム フュア ルフト-ウント トリンクヴァッサーヒュギエーネ ゲーエムベーハー How to operate a circulation system;
JP7478396B2 (en) 2021-03-17 2024-05-07 国立大学法人 筑波大学 Biotope experiment facility and aquatic life conservation facility

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