JP2007321454A - Ground water storage system, its construction method and its usage - Google Patents

Ground water storage system, its construction method and its usage Download PDF

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JP2007321454A
JP2007321454A JP2006153258A JP2006153258A JP2007321454A JP 2007321454 A JP2007321454 A JP 2007321454A JP 2006153258 A JP2006153258 A JP 2006153258A JP 2006153258 A JP2006153258 A JP 2006153258A JP 2007321454 A JP2007321454 A JP 2007321454A
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water
solid
groundwater
liquid separation
pipe
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JP4631804B2 (en
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Makoto Kanai
誠 金井
Yoshiji Hino
義嗣 日野
Nozomi Taota
望 多尾田
Kunihiko Hamai
邦彦 浜井
Takuo Mori
拓雄 森
Hideo Hayashi
秀郎 林
Shigehiko Sugie
茂彦 杉江
Kenji Nishida
憲司 西田
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Obayashi Corp
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Obayashi 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
    • Y02A20/40Protecting water resources
    • Y02A20/406Aquifer recharge

Abstract

<P>PROBLEM TO BE SOLVED: To prevent clogging of a solid-liquid separation means for blocking an inflow of soil particles during the construction and in use. <P>SOLUTION: The ground water storage system 1 has a water storage tank 3 buried in the ground 2 and a water supply unit 4 for pumping up the ground water stored in the water storage tank on the ground and supplying it as drinking water. The water storage tank 3 is composed of a water storage tank body 6 capable of storing the ground water within the ground 2 in its inner space and a water-intake mechanism 7 placed on a wall cross-section of the water storage tank body. The water tank body 6 is formed of caissons. The water-inlet mechanism 7 is, as shown in Fig.2, composed of a solid-liquid separation part 28 and a water-intake pipe 31 whose one end is connected to communicate with the solid-liquid separation part and the other end is connected to the inner space of the water storage tank body 6. The solid-liquid separation part 28 is placed on a circumferential surface of the water storage tank body 6 in an annular state in order that its water-intake side is exposed on the circumferential surface of the water storage tank body 6. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、主として非常時に飲用水を供給する地下水貯留システム、その構築方法及びその使用方法に関する。   The present invention relates to a groundwater storage system that supplies drinking water mainly in an emergency, a construction method thereof, and a usage method thereof.

地下に水貯留施設を構築してさまざまな用途に用いる技術が旧来から広く研究開発されている。地下ダムがその典型であるが、最近では、非常時に給水が可能な水貯留施設も広く提案されており、貯水タンク内の水を常に新鮮に保つとともに災害時の管路破壊に配慮されたもの(特開平3−275486)、大量の水を供給できるように配慮されたもの(特開2000−38747)、水源として地下水を利用したもの(特開2001−107403、特開2001−115507)などを列挙することができる。   Technology has been widely researched and developed for various purposes by constructing a water storage facility underground. An underground dam is a typical example, but recently, water storage facilities that can supply water in an emergency have been widely proposed, and the water in the storage tank is always kept fresh and consideration is given to the destruction of pipelines in the event of a disaster. (Japanese Patent Laid-Open No. 3-275486), those designed to supply a large amount of water (Japanese Patent Laid-Open No. 2000-38747), those using groundwater as a water source (Japanese Patent Laid-Open No. 2001-107403, Japanese Patent Laid-Open No. 2001-115507), etc. Can be enumerated.

ここで、出願人が提案した地下水貯留槽(特開平9−32016)によれば、遮水構造体で囲まれた内側を掘削して地下水の貯水タンク部を形成するように構成してあるため、貯留量を十分に確保することができるとともに、遮水構造体を滞水層地盤などの地下水を含む地盤中に形成することにより、滞水層地盤中の地下水を貯水タンク部内に流入させることが可能となる。また、遮水構造体の上端に貯水タンク部を閉塞する人工地盤を設けることができるため、人工地盤上に公園などの施設を設けて、土地の有効利用を図ることも可能となる。   Here, according to the groundwater storage tank proposed by the applicant (Japanese Patent Laid-Open No. 9-32016), the groundwater storage tank portion is formed by excavating the inner side surrounded by the water shielding structure. In addition to ensuring a sufficient amount of storage, by forming a water-impervious structure in the ground containing groundwater such as aquifer ground, the groundwater in the aquifer ground can flow into the storage tank. Is possible. In addition, since an artificial ground for closing the water storage tank portion can be provided at the upper end of the water-impervious structure, it is possible to provide a facility such as a park on the artificial ground for effective use of the land.

特開平9−32016JP-A-9-32016 特開2001−115507JP 2001-115507 A 特開2001−107403JP 2001-107403 A 特開2000−38747JP 2000-38747 A 特開平3−275486JP-A-3-275486 特開2005−313137JP-A-2005-313137

ここで、地盤内に貯水槽を構築して地下水を貯留し、これを飲用水として用いるためには、土粒子の流入を遮断する固液分離手段を地下水の取水箇所に設置する必要があるが、規模が小さいタンクを地盤内に埋設するような場合はともかく、災害時を想定した大規模な貯水槽を構築する場合においては、上述した固液分離手段が貯水槽の施工中に損傷しあるいは土砂の流入で目詰まりしてしまうという問題を生じていた。   Here, in order to build a water storage tank in the ground to store groundwater and use it as drinking water, it is necessary to install solid-liquid separation means to block the inflow of soil particles at the groundwater intake point In addition, in the case of constructing a large-scale water tank assuming a disaster, the solid-liquid separation means described above may be damaged during the construction of the water tank, or in the case where a small tank is buried in the ground. There was a problem of clogging due to the inflow of earth and sand.

また、供用開始後においても、固液分離手段のメンテナンスが必要不可欠になるところ、貯水槽を地盤内にいったん施工してしまうと、そのメンテナンスが難しくなるという問題も生じていた。   In addition, even after the start of service, maintenance of the solid-liquid separation means is indispensable. However, once the water storage tank is constructed in the ground, there is a problem that the maintenance becomes difficult.

本発明は、上述した事情を考慮してなされたもので、施工中及び供用中において土粒子の流入を遮断する固液分離手段の目詰まりを防止することが可能な地下水貯留システム、その構築方法及びその使用方法を提供することを目的とする。   The present invention has been made in consideration of the above-described circumstances, and a groundwater storage system capable of preventing clogging of solid-liquid separation means for blocking inflow of soil particles during construction and in service, and a construction method thereof And its usage.

上記目的を達成するため、本発明に係る地下水貯留システムは請求項1に記載したように、地盤内に埋設され該地盤内の地下水を内部空間に貯留可能な貯水槽本体と該貯水槽本体の壁体断面に設置された取水機構とからなる貯水槽と、該貯水槽に貯留された地下水を地上に揚水して供給する給水設備とを備えた地下水貯留システムにおいて、前記取水機構を、取水側が前記貯水槽本体の周面に露出された固液分離部と、該固液分離部に一端が連通接続され他端が前記貯水槽本体の内部空間に連通された取水管とで構成し、前記取水管の連通接続位置よりも下方において一端が前記固液分離部に連通接続された洗浄管と、該洗浄管の他端が接続された揚水ポンプとで構成された洗浄機構を備えたものである。   In order to achieve the above object, a groundwater storage system according to the present invention includes, as described in claim 1, a storage tank body embedded in the ground and capable of storing groundwater in the ground in an internal space, and the storage tank body. In a groundwater storage system comprising a water storage tank comprising a water intake mechanism installed in a wall section and a water supply facility for pumping and supplying groundwater stored in the water tank to the ground, the water intake side is The solid-liquid separator exposed on the peripheral surface of the water tank main body, and a water intake pipe having one end connected to the solid-liquid separator and the other end connected to the internal space of the water tank main body, A cleaning mechanism comprising a cleaning pipe whose one end is connected to the solid-liquid separation part below the connection position of the intake pipe and a pumping pump connected to the other end of the cleaning pipe. is there.

また、本発明に係る地下水貯留システムは、前記取水機構を構成する前記取水管の他端に濾過フィルタを設けるとともに、前記洗浄機構に、前記取水管から分岐され先端が前記貯水槽本体の内部空間に連通された分岐管と、該分岐管の先端に取り付けられた逆止弁とを備えたものである。   Further, the groundwater storage system according to the present invention is provided with a filtration filter at the other end of the water intake pipe constituting the water intake mechanism, and the cleaning mechanism is branched from the water intake pipe and the tip is an internal space of the water storage tank body. And a check valve attached to the tip of the branch pipe.

また、本発明に係る地下水貯留システムは、前記固液分離部を、耐圧性及び透水性を有し内部に空隙が形成されたコア部と、該コア部の取水側に重ねて配置された固液分離用スクリーンと、前記コア部と反対の側にて前記固液分離用スクリーンの前面に配置されたスクリーン保護用多孔板とから構成したものである。   Further, in the groundwater storage system according to the present invention, the solid-liquid separation unit includes a core part having pressure resistance and water permeability and having a gap formed therein, and a solid part disposed so as to overlap the water intake side of the core part. The screen is composed of a liquid separation screen and a perforated plate for screen protection disposed on the front surface of the solid-liquid separation screen on the side opposite to the core portion.

また、本発明に係る地下水貯留システムの構築方法は請求項4に記載したように、地盤内の地下水を内部空間に貯留可能な貯水槽本体と、該貯水槽本体の壁体断面に設置され取水側が前記貯水槽本体の周面に露出された固液分離部と該固液分離部に一端が連通接続され他端が前記貯水槽本体の内部空間に連通された取水管とで構成された取水機構とからなる貯水槽を前記地盤内に埋設するとともに、前記取水管の連通接続位置よりも下方において一端が前記固液分離部に連通接続された洗浄管と該洗浄管の他端が接続された揚水ポンプとで構成された洗浄機構及び前記貯水槽に貯留された地下水を地上に揚水して供給する給水設備をそれぞれ設置し、前記貯水槽が地盤内に埋設された後であって供用開始前に、前記取水管又は前記洗浄管を介して水又は温水を注入することにより前記固液分離部を構成する固液分離用スクリーンとその前面に配置されたスクリーン保護用多孔板との間に挟み込まれた水溶性シートを溶かすものである。   Moreover, the construction method of the groundwater storage system according to the present invention includes a water tank main body capable of storing groundwater in the ground in the internal space, and a water intake installed on the wall cross section of the water tank main body as described in claim 4. Water intake composed of a solid-liquid separator exposed on the peripheral surface of the water tank main body and a water intake pipe having one end connected to the solid-liquid separator and the other end connected to the internal space of the water tank main body A water storage tank comprising a mechanism is embedded in the ground, and a cleaning pipe whose one end is connected to the solid-liquid separation part below the connection position of the intake pipe is connected to the other end of the cleaning pipe. After installing the water storage pump and the water supply equipment that pumps the groundwater stored in the water storage tank to the ground and supplies it to the ground, the water storage tank is buried in the ground. Before, through the intake pipe or the washing pipe It is intended to dissolve the water-soluble sheet sandwiched between the solid-liquid solid-liquid constituting the separating portion separating screen and the screen protective perforated plate disposed in front by injecting water or hot water Te.

また、本発明に係る地下水貯留システムの使用方法は請求項5に記載したように、地盤内に埋設され該地盤内の地下水を内部空間に貯留可能な貯水槽本体と該貯水槽本体の壁体断面に設置された取水機構とからなる貯水槽と、該貯水槽に貯留された地下水を地上に揚水して供給する給水設備とを備え、前記取水機構を、取水側が前記貯水槽本体の周面に露出された固液分離部と、該固液分離部に一端が連通接続され他端が前記貯水槽本体の内部空間に連通された取水管とで構成し、前記取水管の連通接続位置よりも下方において一端が前記固液分離部に連通接続された洗浄管と、該洗浄管の他端が接続された揚水ポンプとで構成された洗浄機構を備えた地下水貯留システムの使用方法において、地下水を貯留する際、前記地下水を前記固液分離部及び前記取水管を介して前記貯水槽本体へと流入させるとともに、前記地下水とともに前記取水機構に流れ込んだ土粒子を前記固液分離部によって遮断し、メンテナンス時、前記揚水ポンプを作動させて前記貯水槽本体に貯留されている地下水を前記取水管に逆流させ、さらに前記固液分離部に流入させた後、前記洗浄管を介して前記揚水ポンプから吐出させることにより、前記固液分離部で遮断され該固液分離部の空隙又はその周辺空間に滞留し又は沈殿していた土粒子を、逆流する地下水に連行させる形で前記固液分離部から除去し、前記洗浄管及び前記揚水ポンプを介して系外へと排出するものである。   Moreover, the usage method of the groundwater storage system which concerns on this invention is the water tank main body which can be embedded in the ground and can store the groundwater in this ground in internal space, and the wall body of this water tank main body as described in Claim 5 A water storage tank comprising a water intake mechanism installed in a cross-section, and a water supply facility for pumping and supplying groundwater stored in the water tank to the ground, the water intake side is the peripheral surface of the water tank body A solid-liquid separation part exposed to the solid-liquid separation part, and a water intake pipe having one end connected to the solid-liquid separation part and the other end connected to the internal space of the water storage tank body, from the connection connection position of the water intake pipe In a method for using a groundwater storage system having a cleaning mechanism including a cleaning pipe having one end connected to the solid-liquid separation unit and a pumping pump connected to the other end of the cleaning pipe, When storing the groundwater into the solid-liquid component And the soil particles flowing into the water intake mechanism together with the groundwater are shut off by the solid-liquid separation unit, and during the maintenance, the pump is operated to operate the pump. After the groundwater stored in the water tank main body flows back into the intake pipe, and further flows into the solid-liquid separation part, it is discharged from the pumping pump through the washing pipe, so that the solid-liquid separation part The dirt particles that have been blocked and stayed or settled in the space of the solid-liquid separation section or surrounding space are removed from the solid-liquid separation section in the form of being entrained in the reverse flowing ground water, and the washing pipe and the pump Through the system.

また、本発明に係る地下水貯留システムの使用方法は請求項6に記載したように、地盤内に埋設され該地盤内の地下水を内部空間に貯留可能な貯水槽本体と該貯水槽本体の壁体断面に設置された取水機構とからなる貯水槽と、該貯水槽に貯留された地下水を地上に揚水して供給する給水設備とを備え、前記取水機構を、取水側が前記貯水槽本体の周面に露出された固液分離部と、該固液分離部に一端が連通接続され他端が前記貯水槽本体の内部空間に連通された取水管と、該取水管の他端に設けられた濾過フィルタとで構成し、前記取水管の連通接続位置よりも下方において一端が前記固液分離部に連通接続された洗浄管と、該洗浄管の他端が接続された揚水ポンプと、前記取水管から分岐され先端が前記貯水槽本体の内部空間に連通された分岐管と、該分岐管の先端に取り付けられた逆止弁とで構成された洗浄機構を備えた地下水貯留システムの使用方法において、地下水を貯留する際、前記地下水を前記固液分離部、前記取水管及び前記濾過フィルタを介して前記貯水槽本体へと流入させるとともに、前記地下水とともに前記取水機構に流れ込んだ土粒子を前記固液分離部によって遮断し、メンテナンス時、前記揚水ポンプを作動させて前記貯水槽本体に貯留されている地下水を前記逆止弁及び前記分岐管を介して前記取水管に逆流させ、さらに前記固液分離部に流入させた後、前記洗浄管を介して前記揚水ポンプから吐出させることにより、前記固液分離部で遮断され該固液分離部の空隙又はその周辺空間に滞留し又は沈殿していた土粒子を、逆流する地下水に連行させる形で前記固液分離部から除去し、前記洗浄管及び前記揚水ポンプを介して系外へと排出するものである。   Moreover, the usage method of the groundwater storage system according to the present invention is as described in claim 6, wherein the reservoir body embedded in the ground and capable of storing the groundwater in the ground in the internal space, and the wall of the reservoir body A water storage tank comprising a water intake mechanism installed in a cross-section, and a water supply facility for pumping and supplying groundwater stored in the water tank to the ground, the water intake side is the peripheral surface of the water tank body A solid-liquid separation part exposed to the water, a water intake pipe having one end connected to the solid-liquid separation part and the other end connected to the internal space of the water storage tank body, and a filtration provided at the other end of the water intake pipe A cleaning pipe, one end of which is connected to the solid-liquid separator below the connection position of the intake pipe, a pump that is connected to the other end of the cleaning pipe, and the intake pipe Branched from the tip and communicated with the interior space of the water tank body In the method of using a groundwater storage system having a cleaning mechanism composed of a branch pipe and a check valve attached to the tip of the branch pipe, when storing groundwater, the groundwater is separated from the solid-liquid separation unit, While flowing into the water storage tank main body through the intake pipe and the filtration filter, the solid particles separated into the intake mechanism together with the groundwater are blocked by the solid-liquid separation unit, and the pump is operated during maintenance. The groundwater stored in the water tank main body is caused to flow back to the intake pipe through the check valve and the branch pipe, and further flowed into the solid-liquid separation unit, and then the pumping pump through the washing pipe By discharging from the ground, the soil particles blocked by the solid-liquid separation part and staying or precipitating in the voids of the solid-liquid separation part or surrounding space thereof are entrained in the reverse flowing groundwater. Was removed from the solid-liquid separation unit is configured to discharge to the outside of the system through the cleaning tube and the water pumps.

請求項1に係る地下水貯留システムにおいては、地盤内に埋設され該地盤内の地下水を貯留可能な貯水槽を、内部空間に地下水が貯留される貯水槽本体と、該貯水槽本体の壁体断面に設置された取水機構とから構成するとともに、該取水機構を、取水側が前記貯水槽本体の周面に露出された固液分離部と、該固液分離部に一端が連通接続され他端が前記貯水槽本体の内部空間に連通された取水管とで構成してある。   In the groundwater storage system according to claim 1, a water tank embedded in the ground and capable of storing ground water in the ground, a water tank body in which ground water is stored in an internal space, and a wall cross section of the water tank body A water intake mechanism installed on the water tank, and the water intake side is exposed to the solid-liquid separator exposed on the peripheral surface of the water tank main body, and one end is connected to the solid-liquid separator and the other end is connected to the solid-liquid separator. It is comprised with the intake pipe connected with the internal space of the said water tank main body.

かかる構成においては、貯水槽が埋設された地盤中の地下水は、取水機構の固液分離部に流れ込み、次いで、取水管を介して貯水槽本体へと流入するとともに、地下水とともに取水機構に流れ込んだ土粒子は、該取水機構に設けられた固液分離部によって遮断され、貯水槽本体へは流入しない。   In such a configuration, groundwater in the ground in which the water storage tank is buried flows into the solid-liquid separation part of the water intake mechanism, and then flows into the water tank main body through the water intake pipe and flows into the water intake mechanism together with the groundwater. The soil particles are blocked by the solid-liquid separator provided in the water intake mechanism and do not flow into the water tank main body.

一方、本発明に係る地下水貯留システムには、固液分離部のうち、取水管の連通接続位置よりも下方に一端が連通接続された洗浄管と、該洗浄管の他端が接続された揚水ポンプとで構成された洗浄機構を備えてある。   On the other hand, in the groundwater storage system according to the present invention, in the solid-liquid separation unit, a cleaning pipe having one end connected in communication below the connection connection position of the intake pipe, and a pumped water in which the other end of the cleaning pipe is connected A cleaning mechanism comprising a pump is provided.

かかる構成において揚水ポンプを作動させると、貯水槽本体に貯留されている地下水は、取水管を逆流して固液分離部に流入し、さらに洗浄管を介して揚水ポンプへと流れる。そして、この地下水逆流操作により、固液分離部で遮断され該固液分離部の空隙又はその周辺空間に滞留し又は沈殿していた土粒子は、逆流する地下水に連行される形で固液分離部から除去され、洗浄管及び揚水ポンプを介して系外へと排出される。   When the pump is operated in such a configuration, the groundwater stored in the water tank main body flows backward through the intake pipe and flows into the solid-liquid separation part, and further flows to the pump through the washing pipe. Then, by this groundwater backflow operation, the soil particles that have been blocked by the solid-liquid separation unit and stayed or settled in the space of the solid-liquid separation unit or its surrounding space are separated into the solid-liquid separation in the form of being entrained in the backflowing groundwater. It is removed from the system and discharged out of the system through a cleaning pipe and a pump.

そのため、土粒子の流入を防止しつつ貯水槽本体に地下水を貯留することができるとともに、固液分離部に滞留又は沈殿している土粒子を随時系外へと排出することが可能となり、メンテナンスに優れたシステムとなる。   Therefore, it is possible to store groundwater in the water tank main body while preventing the inflow of soil particles, and it is possible to discharge the soil particles staying or precipitating in the solid-liquid separation part to the outside of the system as needed. It becomes an excellent system.

給水設備としてどのような構成のものを採用するか任意であるが、本発明に係る地下水貯留システム及びその構築方法には、故障が少なくメンテナンスが容易なエアリフトポンプを採用することができる。エアリフトポンプは、給水管の下端に連通接続された送気管を介して該給水管に空気を送り込むことにより、比重が軽くなった水を水圧によって押し上げて揚水するものであるが、エアリフトポンプ自体は従来から広く使用されているものであるため、詳細な説明は省略する。   Although what kind of structure is adopted as the water supply equipment is arbitrary, the groundwater storage system and the construction method thereof according to the present invention can employ an air lift pump with few failures and easy maintenance. The air lift pump pumps up water with reduced specific gravity by water pressure by sending air to the water supply pipe through an air supply pipe connected to the lower end of the water supply pipe. Since it has been widely used in the past, detailed description is omitted.

貯水槽本体は、その壁体断面に取水機構を設置することができる限り、どのように構成するかは任意であり、ケーソン、地中連続壁、その他土留め壁を用いることが可能である。ここで、貯水槽本体の種類は、その規模に応じて適宜選択すればよく、外径が数十mの大規模な貯水槽本体にはケーソンや地中連続壁を選択し、10m程度の規模の貯水槽本体には、例えば「アーバンリング」(登録商標)を選択すればよい。「アーバンリング」は、リング状ピースを沈設地点でリング体に組み立て、その内部を掘り下げながら、リング体を地盤内に押し下げていくものであり、本発明でいうその他土留め壁に包摂されるものとする。   As long as a water intake mechanism can be installed in the wall cross section of the water storage tank main body, how it is configured is arbitrary, and caisson, underground continuous wall, and other retaining walls can be used. Here, the type of the water tank main body may be appropriately selected according to the scale, and a caisson or underground continuous wall is selected for a large water tank main body having an outer diameter of several tens of meters. For example, “Urban Ring” (registered trademark) may be selected as the water tank main body. "Urban ring" is a ring-shaped piece that is assembled into a ring body at the settling point, and the ring body is pushed down into the ground while digging down the inside, and is included in other earth retaining walls as referred to in the present invention. And

ここで、固液分離部を通過した地下水を濾過する必要がある場合においては、上述した取水機構を構成する取水管の他端に濾過フィルタを設けるとともに、取水管から分岐され先端が貯水槽本体の内部空間に連通された分岐管と該分岐管の先端に取り付けられた逆止弁とを上述した洗浄機構に備えるのがよい。   Here, in the case where it is necessary to filter the groundwater that has passed through the solid-liquid separation unit, a filtration filter is provided at the other end of the intake pipe that constitutes the intake mechanism described above, and the tip is branched from the intake pipe and the tip is the water storage tank body. It is preferable to provide the above-described cleaning mechanism with a branch pipe communicated with the internal space and a check valve attached to the tip of the branch pipe.

ここで、逆止弁は、取水管から分岐管を経て貯水槽本体に至る流れを遮断するとともに、貯水槽本体から分岐管を経て取水管に至る流れを許容するように構成してある。   Here, the check valve is configured to block the flow from the water intake pipe through the branch pipe to the water storage tank main body and to allow the flow from the water storage tank main body through the branch pipe to the water intake pipe.

かかる構成においては、地盤中の地下水は、固液分離部及び取水管に流れ込んだ後、取水管の先端に設けられた濾過フィルタを通過し、しかる後、貯水槽本体へと流入する。ここで、逆止弁は、上述したように取水管から分岐管を経て貯水槽本体に至る流れを遮断する構成となっているため、濾過フィルタを通らずに貯水槽本体へと地下水が流れ込むことはない。   In such a configuration, the groundwater in the ground flows into the solid-liquid separator and the water intake pipe, then passes through the filtration filter provided at the tip of the water intake pipe, and then flows into the water tank main body. Here, since the check valve is configured to block the flow from the water intake pipe to the water tank body through the branch pipe as described above, the groundwater flows into the water tank body without passing through the filtration filter. There is no.

一方、揚水ポンプを作動させると、貯水槽本体に貯留されている地下水は、逆止弁を介して分岐管から取水管さらには固液分離部へと逆流し、さらに洗浄管を介して揚水ポンプへと流れる。そして、この地下水逆流操作により、固液分離部で遮断され該固液分離部の空隙又はその周辺空間に滞留し又は沈殿していた土粒子は、逆流する地下水に連行される形で固液分離部から除去され、洗浄管及び揚水ポンプを介して系外へと排出される。   On the other hand, when the pump is operated, the groundwater stored in the water tank main body flows back from the branch pipe to the intake pipe and further to the solid-liquid separation section through the check valve, and further through the washing pipe to the pump. It flows to. Then, by this groundwater backflow operation, the soil particles that have been blocked by the solid-liquid separation unit and stayed or settled in the space of the solid-liquid separation unit or its surrounding space are separated into the solid-liquid separation in the form of being entrained in the backflowing groundwater. It is removed from the system and discharged out of the system through a cleaning pipe and a pump.

ここで、逆止弁は、上述したように貯水槽本体から分岐管を経て取水管に至る流れを許容するように構成してあるため、貯水槽本体に貯留されている地下水は、所定の透水抵抗を有する濾過フィルタから取水管に入ることはなく、分岐管を介して取水管へと流入することとなり、それゆえ土砂分離部に滞留又は沈殿していた土粒子を連行させることができる程度の流入速度あるいは流入圧を確保することができる。   Here, since the check valve is configured to allow the flow from the water tank main body to the water intake pipe through the branch pipe as described above, the groundwater stored in the water tank main body has a predetermined water permeability. It does not enter the intake pipe from the filtration filter having resistance, and flows into the intake pipe through the branch pipe. Therefore, it is possible to entrain the soil particles that have stayed or settled in the sediment separator. An inflow speed or an inflow pressure can be secured.

かくして、土粒子の流入を防止しつつ濾過フィルタで濾過された地下水を貯水槽本体に貯留することができるとともに、固液分離部に滞留又は沈殿している土粒子を随時系外へと排出することが可能となり、メンテナンスに優れたシステムとなる。   Thus, the groundwater filtered by the filtration filter can be stored in the water tank main body while preventing the inflow of the soil particles, and the soil particles staying or precipitating in the solid-liquid separation unit are discharged out of the system at any time. It becomes possible and it becomes a system excellent in maintenance.

上述した各発明における固液分離部は、地下水と該地下水とともに流入しようとする土粒子とを分離できるものである限り、どのように構成するかは任意であるが、例えば特許第2765327号記載の排水材を改良して構成することが可能である。   As long as the solid-liquid separation part in each invention mentioned above can isolate | separate ground water and the earth particle which is going to flow in with this ground water, it is arbitrary how it comprises, For example, patent 2765327 description It is possible to improve the drainage material.

すなわち、かかる固液分離部を、耐圧性及び透水性を有し内部に空隙が形成されたコア部と、該コア部の取水側に重ねて配置された固液分離用スクリーンと、前記コア部と反対の側にて前記固液分離用スクリーンの前面に配置されたスクリーン保護用多孔板とから構成することができる。   That is, the solid-liquid separation part includes a core part having pressure resistance and water permeability and having a gap formed therein, a solid-liquid separation screen arranged so as to overlap the water intake side of the core part, and the core part And a perforated plate for screen protection disposed on the front surface of the solid-liquid separation screen on the opposite side.

かかる構成によれば、コア部が水圧と土圧の一部に抵抗してその内部に形成された空隙をそのまま保持し、結果として固液分離用スクリーンの背面側に十分な取水空間が確保されることとなり、地盤中の地下水は、スクリーン保護用多孔板に形成された透水孔及び固液分離用スクリーンを通過してコア部の空隙に流れ込み、取水管を経て貯水槽本体の内部空間へと流入する。また、地下水とともにコア部に流れ込もうとする土粒子は、固液分離用スクリーンの目合いの大きさに応じて該固液分離用スクリーンで遮断される。   According to such a configuration, the core portion resists a part of the water pressure and the earth pressure and maintains the gap formed therein, and as a result, a sufficient water intake space is secured on the back side of the solid-liquid separation screen. The groundwater in the ground passes through the water-permeable holes formed in the perforated plate for screen protection and the solid-liquid separation screen, flows into the gap in the core part, and passes through the intake pipe to the internal space of the water storage tank body. Inflow. Also, the soil particles that try to flow into the core together with the groundwater are blocked by the solid-liquid separation screen according to the size of the solid-liquid separation screen.

加えて、スクリーン保護用多孔板は、本発明に係る貯水槽本体を地盤内に構築する施工中においては、固液分離用スクリーンが摩擦等で損傷するのを保護するとともに、供用中においては、土圧のほとんどを支持することで、固液分離用スクリーンへの土圧載荷を防止し、ひいては固液分離用スクリーンを保護する。   In addition, the perforated plate for protecting the screen protects the solid-liquid separation screen from being damaged by friction or the like during construction for constructing the water tank main body according to the present invention in the ground, and during operation, By supporting most of the earth pressure, the earth pressure loading on the solid-liquid separation screen is prevented, and thus the solid-liquid separation screen is protected.

このような固液分離部は、例えば鋼製のケーシング内に収納するのがよい。かかる構成においては、上述した取水管及び洗浄管は、ケーシングの背板に連通接続されるとともに、固液分離部のスクリーン保護用多孔板は、ケーシングの前方開放面に設置されることとなる。   Such a solid-liquid separator is preferably housed in a steel casing, for example. In such a configuration, the intake pipe and the washing pipe described above are connected in communication with the back plate of the casing, and the perforated plate for screen protection of the solid-liquid separation unit is installed on the front open surface of the casing.

以下、本発明に係る地下水貯留システム、その構築方法及びその使用方法の実施の形態について、添付図面を参照して説明する。なお、従来技術と実質的に同一の部品等については同一の符号を付してその説明を省略する。   Hereinafter, embodiments of a groundwater storage system, a construction method thereof, and a usage method thereof according to the present invention will be described with reference to the accompanying drawings. Note that components that are substantially the same as those of the prior art are assigned the same reference numerals, and descriptions thereof are omitted.

(第1実施形態) (First embodiment)

図1は、本実施形態に係る地下水貯留システムを示した図である。同図でわかるように、本実施形態に係る地下水貯留システム1は、地盤2内に埋設される貯水槽3と、該貯水槽に貯留された地下水を地上に揚水し飲用水として供給する給水設備4とを備える。   FIG. 1 is a diagram illustrating a groundwater storage system according to the present embodiment. As can be seen from the figure, the groundwater storage system 1 according to the present embodiment includes a water tank 3 embedded in the ground 2 and a water supply facility that pumps the groundwater stored in the water tank to the ground and supplies it as drinking water. 4.

貯水槽3は、地盤2内の地下水を内部空間に貯留可能な貯水槽本体6と、該貯水槽本体の壁体断面に設置された取水機構7とからなり、貯水槽本体6は、ケーソンで構成してある。   The water tank 3 is composed of a water tank main body 6 capable of storing the groundwater in the ground 2 in the internal space, and a water intake mechanism 7 installed on a wall cross section of the water tank main body. The water tank main body 6 is a caisson. It is configured.

かかる貯水槽6は、震災等の非常時において水の供給対象を5,000人、一人あたり320リットル、供給日数を20日と仮定すると、深さ(高さ)50m、内径が30mを越える規模となる。   Such a water tank 6 has a depth (height) of 50 m and an inner diameter of more than 30 m, assuming that the water supply target is 5,000 people, 320 liters per person, and the supply days are 20 days in an emergency such as an earthquake disaster. It will be scale.

給水設備4は、ガソリンエンジンで作動する非常用コンプレッサ8と、該非常用コンプレッサからの空気を圧送する送気管9と、該送気管が下端において中空内部に連通接続された給水管10と、該給水管の吐出側が原水側に接続された浄水車11とで構成してあり、送気管9を介して給水管10に空気を送り込むことにより、貯水槽本体6に貯留された地下水をいわゆるエアリフトポンプの原理で地上に揚水することができるようになっているとともに、揚水された地下水を浄水車11で浄水した後、飲用水として供給できるようになっている。   The water supply facility 4 includes an emergency compressor 8 that operates on a gasoline engine, an air supply pipe 9 that pumps air from the emergency compressor, a water supply pipe 10 that is connected to a hollow interior at the lower end, and a water supply pipe 10 that communicates with the hollow interior. The water supply pipe discharge side is constituted by a water purification vehicle 11 connected to the raw water side, and by sending air into the water supply pipe 10 through the air supply pipe 9, the groundwater stored in the water tank main body 6 is so-called air lift pump. The water can be pumped to the ground by the above principle, and the pumped ground water is purified by the water purification vehicle 11 and can be supplied as drinking water.

取水機構7は図2に示すように、固液分離部28と、該固液分離部に一端が連通接続され他端が貯水槽本体6の内部空間に連通された取水管31とで構成してあり、固液分離部28は図3でよくわかるように、その取水側が貯水槽本体6の周面に露出するように、貯水槽本体6の周面に環状に設置してある。   As shown in FIG. 2, the water intake mechanism 7 includes a solid-liquid separator 28 and a water intake pipe 31 having one end connected to the solid-liquid separator and the other end connected to the internal space of the water storage tank body 6. The solid-liquid separator 28 is annularly installed on the peripheral surface of the water tank main body 6 so that the water intake side is exposed on the peripheral surface of the water tank main body 6 as can be seen in FIG.

ここで、固液分離部28は図2及び図3でわかるように、耐圧性及び透水性を有し内部に空隙が形成されたコア部21と、該コア部の取水側に重ねて配置された固液分離用スクリーン22と、コア部21と反対の側にて固液分離用スクリーン22の前面に配置されたスクリーン保護用多孔板23とから構成してある。   Here, as can be seen in FIGS. 2 and 3, the solid-liquid separation unit 28 is disposed so as to overlap the core 21 having pressure resistance and water permeability and having a gap formed therein, and the water intake side of the core. The solid-liquid separation screen 22 and a screen-protecting perforated plate 23 disposed on the front surface of the solid-liquid separation screen 22 on the side opposite to the core portion 21.

コア部21は、取水機構7が設置された深さ位置における土圧の一部と水圧とを支持し、それによって内部に形成された空隙を保持できる程度の耐圧性を有していればよい。   The core portion 21 only needs to have a pressure resistance enough to support a part of the earth pressure and the water pressure at the depth position where the water intake mechanism 7 is installed, and thereby hold a gap formed therein. .

かかるコア部21は例えば、東洋紡績株式会社から「コスモジオ」(登録商標)という商品名で市販されている耐圧縮性へちま構造体を用いることができる。   For example, the core portion 21 may be a compression-resistant blister structure commercially available from Toyobo Co., Ltd. under the trade name “Cosmogio” (registered trademark).

また、固液分離用スクリーン22は、同じく東洋紡績株式会社から「アローキャッチ」(登録商標)という商品名で市販されている目合い0.2mmのスクリーンを用いることができる。   As the solid-liquid separation screen 22, a screen having a mesh size of 0.2 mm, which is also commercially available from Toyobo Co., Ltd. under the trade name “Arrocatch” (registered trademark), can be used.

また、スクリーン保護用多孔板23は、例えば30mm径の孔を40mmピッチで三角配置したパンチングメタル(開口率換算で51%)を用いることができる。   Moreover, the perforated plate 23 for screen protection can use the punching metal (51% in conversion of aperture ratio) which arrange | positioned the 30 mm diameter hole triangularly with a 40 mm pitch, for example.

このように構成された固液分離部28は、鋼製のケーシング24内に収納してあり、上述した取水管31は、ケーシング24の背板に連通接続してあるとともに、固液分離部28のスクリーン保護用多孔板23は、ケーシング24の前方開放面に設置してある。   The solid-liquid separator 28 configured in this way is housed in a steel casing 24, and the intake pipe 31 described above is connected in communication with the back plate of the casing 24 and the solid-liquid separator 28. The perforated plate 23 for screen protection is installed on the front open surface of the casing 24.

一方、本実施形態に係る地下水貯留システム1は図1及び図2に示すように、取水管31の連通接続位置よりも下方において一端がケーシング24の内部空間、より具体的には固液分離用スクリーン22の前面空間に連通接続された洗浄管25aと、該洗浄管の他端が接続された揚水ポンプ26と、洗浄管25bを介して揚水ポンプ26に接続された散水装置27とで構成された洗浄機構5を備える。   On the other hand, as shown in FIGS. 1 and 2, the groundwater storage system 1 according to the present embodiment has one end at the inner space of the casing 24 below the connection connection position of the intake pipe 31, more specifically for solid-liquid separation. The cleaning pipe 25a is connected in communication with the front space of the screen 22, the pumping pump 26 is connected to the other end of the cleaning pipe, and the watering device 27 is connected to the pumping pump 26 through the cleaning pipe 25b. The cleaning mechanism 5 is provided.

本実施形態に係る地下水貯留システム1を構築するには、まず、貯水槽3を地盤2内に埋設する。貯水槽3は、例えばニューマチックケーソン工法により、鉄筋コンクリート製のケーソンを上方が延設されるようにして現場で構築するとともに、該ケーソンの底部に位置する地盤2を掘り下げつつ、地盤2内に埋設されたアンカー(図示せず)から反力をとって地盤2内に沈設していけばよい。   In order to construct the groundwater storage system 1 according to the present embodiment, first, the water storage tank 3 is embedded in the ground 2. The water storage tank 3 is constructed on site by a caisson made of reinforced concrete, for example, by a pneumatic caisson method, and is embedded in the ground 2 while digging down the ground 2 located at the bottom of the caisson. The reaction force may be taken from the anchor (not shown) and then set in the ground 2.

なお、固液分離部28及びこれを収納したケーシング24並びに該ケーシングに連通接続された取水管31及び洗浄管25aは、ケーソン躯体を上方に延設する際に該躯体内に予め埋め込んでおく。   The solid-liquid separator 28, the casing 24 storing the solid-liquid separator 28, and the intake pipe 31 and the cleaning pipe 25a connected to the casing are embedded in advance in the casing when the caisson casing is extended upward.

ここで、ケーシング24をケーソン躯体に埋め込むに先立ち、図4に示すようにケーシング24内に収容されるスクリーン保護用多孔板23と固液分離用スクリーン22との間に水溶性シート41を挟み込んでおく。   Here, prior to embedding the casing 24 in the caisson housing, the water-soluble sheet 41 is sandwiched between the screen protecting porous plate 23 and the solid-liquid separation screen 22 accommodated in the casing 24 as shown in FIG. deep.

水溶性シート41は、所定の温度で溶解するように形成されてなり、例えば、株式会社クラレから「KURALON K-II」(登録商標)の商品名で市販されているポリビニルアルコール繊維(PVA繊維)で構成することができる。   The water-soluble sheet 41 is formed so as to dissolve at a predetermined temperature. For example, polyvinyl alcohol fiber (PVA fiber) commercially available from Kuraray Co., Ltd. under the trade name “KURALON K-II” (registered trademark). Can be configured.

次に、上述した貯水槽3のうち、円形状をなす底版及び該底版の周縁から立設する円筒状壁体が構築された後、給水設備4を構成する送気管9及び給水管10を貯水槽本体6内に建て込むとともに、洗浄機構5を構成する揚水ポンプ26及び洗浄管25a,25bを配管する。なお、この段階では、取水管31及び洗浄管25aに取り付けられた開閉弁29,30(図2,図4)を両方とも閉じておき、地下水が流入しないようにしておく。   Next, in the water storage tank 3 described above, after the circular bottom plate and the cylindrical wall body standing from the periphery of the bottom plate are constructed, the air supply pipe 9 and the water supply pipe 10 constituting the water supply equipment 4 are stored in water. While being built in the tank main body 6, the pumping pump 26 and the washing pipes 25a and 25b which comprise the washing | cleaning mechanism 5 are piped. At this stage, both the on-off valves 29 and 30 (FIGS. 2 and 4) attached to the intake pipe 31 and the cleaning pipe 25a are closed so that the groundwater does not flow in.

次に、円筒状壁体を覆う天版を構築して貯水槽本体6を完成させるとともに、該天版の上を埋め戻し、しかる後、非常用コンプレッサ8を接続できるように送気管9の入口を構成するとともに、浄水車11の原水側に接続できるように吸水口10の吐出口を構成する。また、洗浄管25bの吐出口を散水装置27に接続する。   Next, a top plate covering the cylindrical wall is constructed to complete the water tank main body 6, and the top of the top plate is backfilled. After that, the inlet of the air pipe 9 is connected so that the emergency compressor 8 can be connected. The discharge port of the water intake 10 is configured so that it can be connected to the raw water side of the water purification vehicle 11. Further, the discharge port of the cleaning pipe 25 b is connected to the watering device 27.

次に、本実施形態に係る地下水貯留システム1の供用開始前に、取水管31を介して水又は温水を注入することにより、固液分離用スクリーン22とその前面に配置されたスクリーン保護用多孔板23との間に挟み込まれた水溶性シート41を溶かす。   Next, before starting operation of the groundwater storage system 1 according to this embodiment, by injecting water or hot water through the intake pipe 31, the solid-liquid separation screen 22 and the screen-protecting perforation disposed on the front surface thereof are provided. The water-soluble sheet 41 sandwiched between the plates 23 is melted.

かかる構成によれば、地下水貯留システム1の供用を開始する前に固液分離部28が収容されたケーシング24内に土砂が流入するのを未然に防止することができる。   According to such a configuration, it is possible to prevent the earth and sand from flowing into the casing 24 in which the solid-liquid separation unit 28 is accommodated before the operation of the groundwater storage system 1 is started.

埋め戻した後の地盤面には、例えば公園、遊歩道、緑地、植栽などを施して緑化を図ることができる。   The ground surface after backfilling can be greened by, for example, providing a park, a promenade, a green space, and planting.

このように構築された地下水貯留システム1を使用するにあたり、まず地下水を貯留する際には、開閉弁30を閉じて開閉弁29を開く。このようにすると、地盤2内の地下水は図5に示すように、固液分離部28及び取水管31を介して貯水槽本体6の内部空間へと流入するとともに、地下水とともに取水機構7に流れ込んだ土粒子32は、固液分離部28の固液分離用スクリーン22によって遮断され、ケーシング24の下に沈殿する。   In using the groundwater storage system 1 constructed in this way, when storing groundwater, the on-off valve 30 is closed and the on-off valve 29 is opened. If it does in this way, as shown in FIG. 5, the groundwater in the ground 2 will flow into the internal space of the water tank main body 6 via the solid-liquid separation part 28 and the intake pipe 31, and will flow into the intake mechanism 7 with groundwater. The clay particles 32 are blocked by the solid-liquid separation screen 22 of the solid-liquid separation unit 28 and settled under the casing 24.

次に、地震等の非常時の際は、非常用コンプレッサ8を作動させることにより、送気管9を介して給水管10に空気を送り込む。このようにすると、貯水槽本体6に貯留された地下水は、いわゆるエアリフトポンプの原理で地上に揚水されるので、これを浄水車11で浄水した後、飲用水として使用する。   Next, in the event of an emergency such as an earthquake, the emergency compressor 8 is operated to send air into the water supply pipe 10 via the air supply pipe 9. If it does in this way, since the groundwater stored by the water storage tank main body 6 is pumped on the ground by the principle of what is called an air lift pump, after purifying this with the water purification vehicle 11, it will be used as drinking water.

ここで、非常用コンプレッサ8は上述したように、商用電源が使用できないことを前提としたガソリンエンジン駆動型であり、停電時においても、飲用水を問題なく供給することができる。   Here, as described above, the emergency compressor 8 is a gasoline engine drive type on the assumption that a commercial power supply cannot be used, and can supply drinking water without any problems even during a power failure.

一方、メンテナンスを行う際は、開閉弁29及び開閉弁30を両方開くとともに、揚水ポンプ26を作動させる。   On the other hand, when performing maintenance, both the on-off valve 29 and the on-off valve 30 are opened and the pumping pump 26 is operated.

このようにすると図6に示すように、貯水槽本体6に貯留されている地下水は、取水管31を逆流して固液分離部28が収容されたケーシング24に流入し、次いで、固液分離用スクリーン22を通過できずにケーシング24の底部近傍に沈殿していた土粒子32を連行しながら、洗浄管25a、揚水ポンプ26及び洗浄管25bを介して該土粒子とともに散水装置27から吐出される。また、固液分離用スクリーン22の流入側に付着していた土粒子も取水管31から逆流してくる地下水の勢いで該ケーシングから剥がれ落ち、同様にして連行吐出される。   In this way, as shown in FIG. 6, the groundwater stored in the water storage tank body 6 flows backward through the intake pipe 31 and flows into the casing 24 in which the solid-liquid separation unit 28 is accommodated, and then the solid-liquid separation. The soil particles 32 that cannot pass through the screen 22 and have settled near the bottom of the casing 24 are taken from the water sprinkler 27 together with the soil particles through the cleaning pipe 25a, the pumping pump 26, and the cleaning pipe 25b. The Also, the soil particles adhering to the inflow side of the solid-liquid separation screen 22 are peeled off from the casing by the momentum of the groundwater flowing back from the intake pipe 31 and discharged in the same manner.

散水装置27から散水された水は、系外へと排出されることになるが、埋め戻した地盤面を上述したように緑化しておけば、それらの灌漑用水として有効利用することができる。   The water sprinkled from the water sprinkler 27 is discharged outside the system, but if the backfilled ground surface is greened as described above, it can be used effectively as irrigation water.

なお、揚水ポンプ26及び散水装置27は、通常時に使用するものであるため、商用電源その他任意の電源から電力を供給して使用すればよい。   In addition, since the pumping pump 26 and the water sprinkling device 27 are used in normal times, they may be used by supplying power from a commercial power source or any other power source.

ここで、通常時、貯水槽本体6は、図示しないエア抜き管によってその内部空間を大気に連通させてあるため、内部の水位が地下水位と同じになると、地下水が流入しなくなるが、メンテナンス時と同様に本実施形態に係る地下水貯留システム1を作動させて散水装置27から排出させ、次いで、開閉弁30を閉じて開閉弁29を開けば、地盤2からあらたな地下水が貯水槽本体6の内部空間に流入することとなり、貯水槽本体6に随時、新鮮な地下水を流入させることができる。   Here, during normal times, the water tank main body 6 is communicated with the atmosphere through an air vent pipe (not shown), so that when the internal water level becomes the same as the ground water level, the ground water will not flow, but during maintenance, Similarly, if the groundwater storage system 1 according to the present embodiment is operated and discharged from the sprinkler 27, then the on-off valve 30 is closed and the on-off valve 29 is opened, fresh groundwater from the ground 2 is stored in the reservoir body 6. It will flow into the internal space, and fresh ground water can flow into the water tank main body 6 at any time.

以上説明したように、本実施形態にかかる地下水貯留システム1によれば、土粒子の流入を防止しつつ、貯水槽本体6に地下水を貯留することができるとともに、固液分離部28が収容されたケーシング24に滞留又は沈殿している土粒子を随時系外へと排出することが可能となり、メンテナンスに優れたシステムとなる。   As described above, according to the groundwater storage system 1 according to the present embodiment, groundwater can be stored in the water tank main body 6 while preventing the inflow of soil particles, and the solid-liquid separation unit 28 is accommodated. The soil particles staying or settled in the casing 24 can be discharged out of the system at any time, and the system is excellent in maintenance.

すなわち、固液分離部28を、耐圧性及び透水性を有し内部に空隙が形成されたコア部21と、該コア部の取水側に重ねて配置された固液分離用スクリーン22と、コア部21と反対の側にて固液分離用スクリーン22の前面に配置されたスクリーン保護用多孔板23とから構成したので、コア部21が水圧と土圧の一部に抵抗してその内部に形成された空隙をそのまま保持し、結果として固液分離用スクリーン22の背面側に十分な取水空間が確保される。   That is, the solid-liquid separation portion 28 is divided into a core portion 21 having pressure resistance and water permeability and having a void formed therein, a solid-liquid separation screen 22 disposed on the water intake side of the core portion, and a core Since the screen protection porous plate 23 is disposed on the front side of the solid-liquid separation screen 22 on the side opposite to the portion 21, the core portion 21 resists a part of the water pressure and earth pressure and enters the inside thereof. The formed gap is held as it is, and as a result, a sufficient water intake space is secured on the back side of the solid-liquid separation screen 22.

そのため、地盤中の地下水は、スクリーン保護用多孔板23に形成された透水孔及び固液分離用スクリーン22を通過してコア部21の空隙に流れ込み、取水管31を経て貯水槽本体6の内部空間へと流入する。また、地下水とともにコア部21に流れ込もうとする土粒子は、固液分離用スクリーン22の目合いの大きさに応じて該固液分離用スクリーンで遮断される。   Therefore, the groundwater in the ground passes through the water-permeable holes formed in the screen-protecting porous plate 23 and the solid-liquid separation screen 22 and flows into the gap of the core portion 21, and passes through the water intake pipe 31 to the inside of the water tank main body 6. It flows into the space. Moreover, the soil particles that are about to flow into the core portion 21 together with the groundwater are blocked by the solid-liquid separation screen according to the size of the solid-liquid separation screen 22.

また、本実施形態に係る地下水貯留システム1の構築方法及び使用方法によれば、スクリーン保護用多孔板23は、貯水槽本体6を地盤内に構築する施工中においては、ケーソン沈設による摩擦力で固液分離用スクリーン22が損傷するのを保護するとともに、供用中においては、土圧のほとんどを支持することで、固液分離用スクリーン22への土圧載荷を防止し、ひいては固液分離用スクリーン22を保護することができる。   Moreover, according to the construction method and usage method of the groundwater storage system 1 according to the present embodiment, the perforated plate 23 for screen protection is subjected to frictional force due to caisson settling during construction for constructing the water tank main body 6 in the ground. In addition to protecting the solid-liquid separation screen 22 from being damaged, it supports most of the earth pressure during operation, thereby preventing the earth-pressure loading on the solid-liquid separation screen 22 and thus for solid-liquid separation. The screen 22 can be protected.

また、本実施形態に係る地下水貯留システム1の構築方法によれば、ケーシング24をケーソン躯体に埋め込むに先立ち、ケーシング24内に収容されるスクリーン保護用多孔板23と固液分離用スクリーン22との間に水溶性シート41を挟み込んでおき、供用開始前の段階で、取水管31を介して水又は温水を注入し、水溶性シート41を溶かすようにしたので、地下水貯留システム1の供用を開始する前にケーシング24内に土砂が流入し、固液分離用スクリーン22が目詰まりするのを未然に防止することができる。   Further, according to the construction method of the groundwater storage system 1 according to the present embodiment, prior to embedding the casing 24 in the caisson housing, the screen protection porous plate 23 accommodated in the casing 24 and the solid-liquid separation screen 22 The water-soluble sheet 41 is sandwiched between them, and water or hot water is injected through the water intake pipe 31 in the stage before starting the service, so that the water-soluble sheet 41 is melted. It is possible to prevent the earth and sand from flowing into the casing 24 before clogging and clogging the solid-liquid separation screen 22.

本実施形態では、埋め戻した地盤面が緑化されているという前提で散水装置27を設け、メンテナンスに用いた水を灌水として使用するようにしたが、これに代えて、単に系外へと排出するようにしてもかまわない。かかる構成においては、散水装置27を省略することができる。   In the present embodiment, the watering device 27 is provided on the premise that the backfilled ground surface is green, and the water used for maintenance is used as irrigation. Instead, it is simply discharged out of the system. It doesn't matter if you do. In such a configuration, the watering device 27 can be omitted.

また、本実施形態では特に言及しなかったが、メンテナンスの際、貯水槽本体6の内部空間に貯留された水を逆流させる前に、洗浄管25aを介してケーシング24内に噴流を送り込むようにしてもよい。   Although not particularly mentioned in the present embodiment, a jet is sent into the casing 24 via the cleaning pipe 25a before the water stored in the internal space of the water tank main body 6 is caused to flow backward during maintenance. May be.

かかる構成によれば、ケーシング24内に沈殿していた土粒子が該ケーシング内で舞い上がるため、揚水ポンプ26による土粒子回収をより効率的に行うことが可能となる。   According to such a configuration, the soil particles that have settled in the casing 24 soar in the casing, so that the soil particles can be collected more efficiently by the pumping pump 26.

また、本実施形態では、固液分離部28をケーシング24内に収容するようにしたが、これに代えて貯水槽本体6の周面にトレンチ状の溝を形成しておき、該溝内に固液分離部28を収容した後、スクリーン保護用多孔板23でトレンチ状の溝に蓋をするようにしてもかまわない。   In the present embodiment, the solid-liquid separation part 28 is accommodated in the casing 24. Instead, a trench-like groove is formed on the peripheral surface of the water tank main body 6, and the groove is formed in the groove. After accommodating the solid-liquid separation part 28, the trench-shaped groove may be covered with the screen protecting porous plate 23.

また、本実施形態では、貯水槽本体6をケーソンで構成するようにしたが、これに代えて地中連続壁で構成してもかまわない。かかる場合においては、取水機構7を鉄筋籠に先付けし、該取水機構にコンクリートが回らないように必要に応じて適宜、シール等で水密にし、貯水槽本体6の内側を掘削する際、かかるシールを撤去すればよい。   Moreover, in this embodiment, although the water tank main body 6 was comprised with the caisson, it may replace with this and may comprise with an underground continuous wall. In such a case, the water intake mechanism 7 is placed in front of the reinforcing bar, and the water intake mechanism 7 is appropriately sealed with a seal or the like as necessary so that the concrete does not rotate. Can be removed.

また、本実施形態では、取水管31及び洗浄管25aに開閉弁29,30をそれぞれ設けるようにしたが、供用開始前の地下水流入を例えば取水管31や洗浄管25aの先端にキャップを被せることで防止することができるのであれば、開閉弁29,30を省略してもかまわない。   In the present embodiment, the on / off valves 29 and 30 are provided on the intake pipe 31 and the washing pipe 25a, respectively. However, for example, the tip of the intake pipe 31 or the washing pipe 25a is covered with a cap to prevent the inflow of groundwater before starting operation. If this can be prevented, the on-off valves 29 and 30 may be omitted.

また、本実施形態では、貯水槽3に貯留された地下水を地上に揚水し飲用水として供給するように構成したが、貯水槽3に貯留された地下水を飲用水以外の用途に用いることはもちろん可能であり、例えば生活用水として利用することができる。   In the present embodiment, the groundwater stored in the water storage tank 3 is pumped to the ground and supplied as drinking water. However, the groundwater stored in the water storage tank 3 can be used for purposes other than drinking water. For example, it can be used as domestic water.

(第2実施形態) (Second Embodiment)

次に、第2実施形態について説明する。なお、第1実施形態と実質的に同一の部品等については同一の符号を付してその説明を省略する。   Next, a second embodiment will be described. Note that components that are substantially the same as those of the first embodiment are denoted by the same reference numerals, and description thereof is omitted.

第2実施形態に係る地下水貯留システム1′は、地盤2内に埋設される貯水槽3′と、該貯水槽に貯留された地下水を地上に揚水し飲用水として供給する給水設備4とを備え、貯水槽3′は、貯水槽本体6と該貯水槽本体の壁体断面に設置された取水機構7′とからなる。なお、地下水貯留システム1′は、取水機構7、洗浄機構5が、それぞれ取水機構7′、洗浄機構5′である以外、第1実施形態と同様である。   A groundwater storage system 1 ′ according to the second embodiment includes a water tank 3 ′ embedded in the ground 2, and a water supply facility 4 that pumps the groundwater stored in the water tank to the ground and supplies it as drinking water. The water storage tank 3 'includes a water storage tank main body 6 and a water intake mechanism 7' installed on the wall cross section of the water storage tank main body. The groundwater storage system 1 ′ is the same as that of the first embodiment except that the water intake mechanism 7 and the cleaning mechanism 5 are the water intake mechanism 7 ′ and the cleaning mechanism 5 ′, respectively.

取水機構7′は図7に示すように、固液分離部28と、該固液分離部に一端が連通接続され他端が貯水槽本体6の内部空間に連通された取水管31とで構成してあり、固液分離部28は図3でよくわかるように、その取水側が貯水槽本体6の周面に露出するように、貯水槽本体6の周面に環状に設置してあるが、第2実施形態では、取水管31の他端に濾過フィルタ72を設けてある。   As shown in FIG. 7, the water intake mechanism 7 ′ includes a solid-liquid separator 28 and a water intake pipe 31 having one end connected to the solid-liquid separator and the other end connected to the internal space of the water storage tank body 6. As shown in FIG. 3, the solid-liquid separator 28 is annularly installed on the peripheral surface of the water tank main body 6 so that the water intake side is exposed on the peripheral surface of the water tank main body 6. In the second embodiment, a filtration filter 72 is provided at the other end of the intake pipe 31.

濾過フィルタ72は、例えば公知の活性炭フィルタから適宜選択すればよい。   The filtration filter 72 may be appropriately selected from known activated carbon filters, for example.

洗浄機構5′は第1実施形態と同様、取水管31の連通接続位置よりも下方において一端がケーシング24の内部空間、より具体的には固液分離用スクリーン22の前面空間に連通接続された洗浄管25aと、該洗浄管の他端が接続された揚水ポンプ26と、洗浄管25bを介して揚水ポンプ26に接続された散水装置27とを備えるが、第2実施形態では、取水管31から分岐され先端が貯水槽本体6の内部空間に連通された分岐管73と、該分岐管に取り付けられた逆止弁71とを設けてある。   As in the first embodiment, one end of the cleaning mechanism 5 ′ is connected to the internal space of the casing 24, more specifically, the front space of the solid-liquid separation screen 22 below the connection connection position of the intake pipe 31. The cleaning pipe 25a includes a pumping pump 26 to which the other end of the cleaning pipe is connected, and a watering device 27 connected to the pumping pump 26 through the cleaning pipe 25b. In the second embodiment, the water intake pipe 31 is provided. A branch pipe 73 branched from the pipe and having a tip communicating with the internal space of the water storage tank body 6 and a check valve 71 attached to the branch pipe are provided.

ここで、逆止弁71は、取水管31から分岐管73を経て貯水槽本体6の内部空間に至る流れを遮断するとともに、貯水槽本体6の内部空間から分岐管73を経て取水管31に至る流れを許容するように構成してある。   Here, the check valve 71 blocks the flow from the intake pipe 31 through the branch pipe 73 to the internal space of the water tank main body 6, and from the internal space of the water tank main body 6 through the branch pipe 73 to the intake pipe 31. It is configured to allow the flow to reach.

本実施形態に係る地下水貯留システム1′を構築する手順は、取水管31の他端に濾過フィルタ72を設けるとともに、取水管31から分岐管73を分岐させて該分岐管に逆止弁71を設ける点を除き、第1実施形態と同様であるので、ここではその説明を省略する。   The procedure for constructing the groundwater storage system 1 ′ according to the present embodiment is to provide a filtration filter 72 at the other end of the intake pipe 31, branch a branch pipe 73 from the intake pipe 31, and install a check valve 71 in the branch pipe. Since it is the same as that of 1st Embodiment except the point provided, the description is abbreviate | omitted here.

次に、地下水貯留システム1′を使用するにあたり、まず地下水を貯留する際には、開閉弁30を閉じて開閉弁29を開く。このようにすると、地盤2内の地下水は図7に示すように、固液分離部28及び取水管31に流れ込んだ後、取水管31の先端に設けられた濾過フィルタ72を通過し、しかる後、貯水槽本体6の内部空間へと流入する。ここで、逆止弁71は、上述したように取水管31から分岐管73を経て貯水槽本体6の内部空間に至る流れを遮断する構成となっているため、濾過フィルタ72を通らずに貯水槽本体6の内部空間へと地下水が流れ込むことはない。   Next, when using the groundwater storage system 1 ′, when storing groundwater, the on-off valve 30 is closed and the on-off valve 29 is opened. In this way, as shown in FIG. 7, the groundwater in the ground 2 flows into the solid-liquid separator 28 and the water intake pipe 31, and then passes through the filtration filter 72 provided at the tip of the water intake pipe 31. Then, it flows into the internal space of the water tank main body 6. Here, the check valve 71 is configured to block the flow from the water intake pipe 31 through the branch pipe 73 to the internal space of the water tank main body 6 as described above. Groundwater does not flow into the internal space of the tank body 6.

一方、地下水とともに取水機構7′に流れ込んだ土粒子32は、固液分離部28の固液分離用スクリーン22によって遮断され、ケーシング24の下に沈殿する。   On the other hand, the soil particles 32 that have flowed into the water intake mechanism 7 ′ together with the groundwater are blocked by the solid-liquid separation screen 22 of the solid-liquid separation unit 28 and settled under the casing 24.

次に、非常時における使用方法については、第1実施形態と同様であるので、ここではその説明を省略する。   Next, since the usage method in an emergency is the same as that of the first embodiment, the description thereof is omitted here.

一方、メンテナンスを行う際は、開閉弁29を閉じて開閉弁30を開き、揚水ポンプ26を作動させる。   On the other hand, when performing maintenance, the on-off valve 29 is closed, the on-off valve 30 is opened, and the pumping pump 26 is operated.

このようにすると、逆止弁71を介して分岐管73から取水管31、さらには固液分離部28へと逆流して固液分離部28が収容されたケーシング24に流入し、次いで、固液分離用スクリーン22を通過できずにケーシング24の底部近傍に沈殿していた土粒子32や、固液分離用スクリーン22の流入側に付着していた土粒子を連行しながら、洗浄管25a、揚水ポンプ26及び洗浄管25bを介して該土粒子とともに散水装置27から吐出される。散水装置27から散水された水は、系外へと排出されることになるが、埋め戻した地盤面を上述したように緑化しておけば、それらの灌漑用水として有効利用することができる。   In this way, the flow reversely flows from the branch pipe 73 to the intake pipe 31 and further to the solid-liquid separation section 28 via the check valve 71 and flows into the casing 24 in which the solid-liquid separation section 28 is accommodated. While entraining the soil particles 32 that could not pass through the liquid separation screen 22 and settled near the bottom of the casing 24 and the soil particles adhering to the inflow side of the solid-liquid separation screen 22, the cleaning tube 25a, It is discharged from the sprinkler 27 together with the soil particles via the pumping pump 26 and the cleaning pipe 25b. The water sprinkled from the water sprinkler 27 is discharged outside the system, but if the backfilled ground surface is greened as described above, it can be used effectively as irrigation water.

以上説明したように、本実施形態に係る地下水貯留システム1′によれば、地下水貯留システム1と同様の作用効果を奏するほか、土粒子の流入を防止しつつ濾過フィルタ72で濾過された地下水を貯水槽本体6の内部空間に貯留することができるとともに、固液分離部28に滞留又は沈殿している土粒子32を随時系外へと排出することが可能となり、メンテナンスに優れたシステムとなる。   As described above, according to the groundwater storage system 1 ′ according to the present embodiment, the same effects as the groundwater storage system 1 can be obtained, and the groundwater filtered by the filtration filter 72 can be prevented while preventing the inflow of soil particles. While being able to store in the internal space of the water tank main body 6, it becomes possible to discharge | emit the soil particle 32 which has stayed in the solid-liquid separation part 28 to the system outside at any time, and it becomes a system excellent in maintenance. .

本実施形態では、埋め戻した地盤面が緑化されているという前提で散水装置27を設け、メンテナンスに用いた水を灌水として使用するようにしたが、これに代えて、単に系外へと排出するようにしてもかまわない。かかる構成においては、散水装置27を省略することができる。   In the present embodiment, the watering device 27 is provided on the premise that the backfilled ground surface is green, and the water used for maintenance is used as irrigation. Instead, it is simply discharged out of the system. It doesn't matter if you do. In such a configuration, the watering device 27 can be omitted.

また、本実施形態では特に言及しなかったが、メンテナンスの際、貯水槽本体6の内部空間に貯留された水を逆流させる前に、洗浄管25aを介してケーシング24内に噴流を送り込むようにしてもよい。   Although not particularly mentioned in the present embodiment, a jet is sent into the casing 24 via the cleaning pipe 25a before the water stored in the internal space of the water tank main body 6 is caused to flow backward during maintenance. May be.

かかる構成によれば、ケーシング24内に沈殿していた土粒子が該ケーシング内で舞い上がるため、揚水ポンプ26による土粒子回収をより効率的に行うことが可能となる。   According to such a configuration, the soil particles that have settled in the casing 24 soar in the casing, so that the soil particles can be collected more efficiently by the pumping pump 26.

また、本実施形態では、固液分離部28をケーシング24内に収容するようにしたが、これに代えて貯水槽本体6の周面にトレンチ状の溝を形成しておき、該溝内に固液分離部28を収容した後、スクリーン保護用多孔板23でトレンチ状の溝に蓋をするようにしてもかまわない。   In the present embodiment, the solid-liquid separation part 28 is accommodated in the casing 24. Instead, a trench-like groove is formed on the peripheral surface of the water tank main body 6, and the groove is formed in the groove. After accommodating the solid-liquid separation part 28, the trench-shaped groove may be covered with the screen protecting porous plate 23.

また、本実施形態では、貯水槽本体6をケーソンで構成するようにしたが、これに代えて地中連続壁で構成してもかまわない。かかる場合においては、取水機構7′を鉄筋籠に先付けし、該取水機構にコンクリートが回らないように必要に応じて適宜、シール等で水密にし、貯水槽本体6の内側を掘削する際、かかるシールを撤去すればよい。   Moreover, in this embodiment, although the water tank main body 6 was comprised with the caisson, it may replace with this and may comprise with an underground continuous wall. In such a case, the water intake mechanism 7 'is placed in front of the reinforcing bar, and the water intake mechanism is appropriately sealed with a seal or the like as necessary so that the concrete does not rotate, and the inside of the water tank main body 6 is excavated. Remove the seal.

また、本実施形態では、取水管31及び洗浄管25aに開閉弁29,30をそれぞれ設けるようにしたが、供用開始前の地下水流入を例えば取水管31や洗浄管25aの先端にキャップを被せることで防止することができるのであれば、開閉弁29,30を省略してもかまわない。   In the present embodiment, the on / off valves 29 and 30 are provided on the intake pipe 31 and the washing pipe 25a, respectively. However, for example, the tip of the intake pipe 31 or the washing pipe 25a is covered with a cap to prevent the inflow of groundwater before starting operation. If this can be prevented, the on-off valves 29 and 30 may be omitted.

かかる場合においても、逆止弁71は、貯水槽本体6から分岐管73を経て取水管31に至る流れを許容するように構成してあるため、貯水槽本体6に貯留されている地下水は、所定の透水抵抗を有する濾過フィルタ72から取水管31に入ることはなく、分岐管73を介して取水管31へと流入することとなり、それゆえ、土粒子32を連行させることが可能となる。   Even in such a case, the check valve 71 is configured to allow a flow from the water tank main body 6 to the water intake pipe 31 via the branch pipe 73, so that the groundwater stored in the water tank main body 6 is It does not enter the water intake pipe 31 from the filtration filter 72 having a predetermined water resistance, but flows into the water intake pipe 31 via the branch pipe 73, and therefore the soil particles 32 can be entrained.

また、本実施形態では、貯水槽3′に貯留された地下水を地上に揚水し飲用水として供給するように構成したが、貯水槽3′に貯留された地下水を飲用水以外の用途に用いることはもちろん可能であり、例えば生活用水として利用することができる。   In the present embodiment, the groundwater stored in the water storage tank 3 ′ is pumped to the ground and supplied as drinking water. However, the groundwater stored in the water storage tank 3 ′ is used for purposes other than drinking water. Of course, it is possible, for example, it can be used as domestic water.

第1実施形態に係る地下水貯留システムの概略図。1 is a schematic diagram of a groundwater storage system according to a first embodiment. 取水機構7の詳細断面図。The detailed sectional view of water intake mechanism 7. FIG. 固液分離部28を一部断面表示した斜視図。The perspective view which displayed the solid-liquid separation part 28 partially in cross section. スクリーン保護用多孔板23と固液分離用スクリーン22との間に水溶性シート41を挟み込んだ様子を示した断面図。Sectional drawing which showed a mode that the water-soluble sheet | seat 41 was inserted | pinched between the perforated plate 23 for screen protection, and the screen 22 for solid-liquid separation. 地下水を貯留している様子を示した図。The figure which showed a mode that the groundwater is stored. 固液分離部28を洗浄している様子を示した図。The figure which showed a mode that the solid-liquid separation part 28 was wash | cleaned. 第2実施形態に係る取水機構7′を示した詳細断面図。The detailed sectional view showing water intake mechanism 7 'concerning a 2nd embodiment.

符号の説明Explanation of symbols

1 地下水貯留システム
2 地盤
3 貯水槽
4 給水設備
5 洗浄機構
6 貯水槽本体
7,7′ 取水機構
28 固液分離部
21 コア部
22 固液分離用スクリーン
23 スクリーン保護用多孔板
25a,25b 洗浄管
26 揚水ポンプ
71 逆止弁
73 分岐管
DESCRIPTION OF SYMBOLS 1 Groundwater storage system 2 Ground 3 Water tank 4 Water supply equipment 5 Washing mechanism 6 Water tank main body 7,7 'Water intake mechanism 28 Solid-liquid separation part 21 Core part 22 Solid-liquid separation screen 23 Screen protection perforated plates 25a, 25b Washing pipe 26 Pumping pump 71 Check valve 73 Branch pipe

Claims (6)

地盤内に埋設され該地盤内の地下水を内部空間に貯留可能な貯水槽本体と該貯水槽本体の壁体断面に設置された取水機構とからなる貯水槽と、該貯水槽に貯留された地下水を地上に揚水して供給する給水設備とを備えた地下水貯留システムにおいて、
前記取水機構を、取水側が前記貯水槽本体の周面に露出された固液分離部と、該固液分離部に一端が連通接続され他端が前記貯水槽本体の内部空間に連通された取水管とで構成し、前記取水管の連通接続位置よりも下方において一端が前記固液分離部に連通接続された洗浄管と、該洗浄管の他端が接続された揚水ポンプとで構成された洗浄機構を備えたことを特徴とする地下水貯留システム。
A water tank comprising a water tank main body embedded in the ground and capable of storing ground water in the ground in an internal space, and a water intake mechanism installed on a wall section of the water tank main body, and ground water stored in the water tank In a groundwater storage system equipped with a water supply facility that pumps and supplies water to the ground,
The water intake mechanism includes a solid-liquid separation part whose intake side is exposed on the peripheral surface of the water tank main body, and a water intake whose one end is connected to the solid-liquid separation part and the other end is connected to the internal space of the water tank main body. The water pipe is composed of a cleaning pipe whose one end is connected to the solid-liquid separation part below the communication connection position of the water intake pipe, and a pump that is connected to the other end of the cleaning pipe. A groundwater storage system characterized by having a cleaning mechanism.
前記取水機構を構成する前記取水管の他端に濾過フィルタを設けるとともに、前記洗浄機構に、前記取水管から分岐され先端が前記貯水槽本体の内部空間に連通された分岐管と、該分岐管の先端に取り付けられた逆止弁とを備えた請求項1記載の地下水貯留システム。 A filtration filter is provided at the other end of the water intake pipe constituting the water intake mechanism, and a branch pipe branched from the water intake pipe and having a leading end communicated with the internal space of the water storage tank main body, and the branch pipe The groundwater storage system of Claim 1 provided with the non-return valve attached to the front-end | tip. 前記固液分離部を、耐圧性及び透水性を有し内部に空隙が形成されたコア部と、該コア部の取水側に重ねて配置された固液分離用スクリーンと、前記コア部と反対の側にて前記固液分離用スクリーンの前面に配置されたスクリーン保護用多孔板とから構成した請求項1又は請求項2記載の地下水貯留システム。 The solid-liquid separation part is opposite to the core part, a core part having pressure resistance and water permeability and having a gap formed therein, a solid-liquid separation screen arranged on the water intake side of the core part, and the core part The groundwater storage system of Claim 1 or Claim 2 comprised from the perforated plate for screen protection arrange | positioned in the front side of the said screen for solid-liquid separation by the side. 地盤内の地下水を内部空間に貯留可能な貯水槽本体と、該貯水槽本体の壁体断面に設置され取水側が前記貯水槽本体の周面に露出された固液分離部と該固液分離部に一端が連通接続され他端が前記貯水槽本体の内部空間に連通された取水管とで構成された取水機構とからなる貯水槽を前記地盤内に埋設するとともに、前記取水管の連通接続位置よりも下方において一端が前記固液分離部に連通接続された洗浄管と該洗浄管の他端が接続された揚水ポンプとで構成された洗浄機構及び前記貯水槽に貯留された地下水を地上に揚水して供給する給水設備をそれぞれ設置し、
前記貯水槽が地盤内に埋設された後であって供用開始前に、前記取水管又は前記洗浄管を介して水又は温水を注入することにより前記固液分離部を構成する固液分離用スクリーンとその前面に配置されたスクリーン保護用多孔板との間に挟み込まれた水溶性シートを溶かすことを特徴とする地下水貯留システムの構築方法。
A water tank main body capable of storing groundwater in the ground in an internal space, a solid-liquid separation part installed on a wall cross section of the water tank main body, and a water intake side exposed to the peripheral surface of the water tank main body, and the solid-liquid separation part A water storage tank comprising a water intake mechanism composed of a water intake pipe having one end connected in communication and the other end connected to the internal space of the water tank main body, and a connection connection position of the water intake pipe The groundwater stored in the water storage tank and the cleaning mechanism composed of a cleaning pipe whose one end is connected to the solid-liquid separator and a pumping pump connected to the other end of the cleaning pipe Install water supply facilities that pump and supply water,
The solid-liquid separation screen that constitutes the solid-liquid separation unit by injecting water or hot water through the intake pipe or the washing pipe after the water tank is buried in the ground and before starting operation. And a method for constructing a groundwater storage system, in which a water-soluble sheet sandwiched between a screen-protecting perforated plate disposed on the front surface thereof is melted.
地盤内に埋設され該地盤内の地下水を内部空間に貯留可能な貯水槽本体と該貯水槽本体の壁体断面に設置された取水機構とからなる貯水槽と、該貯水槽に貯留された地下水を地上に揚水して供給する給水設備とを備え、前記取水機構を、取水側が前記貯水槽本体の周面に露出された固液分離部と、該固液分離部に一端が連通接続され他端が前記貯水槽本体の内部空間に連通された取水管とで構成し、前記取水管の連通接続位置よりも下方において一端が前記固液分離部に連通接続された洗浄管と、該洗浄管の他端が接続された揚水ポンプとで構成された洗浄機構を備えた地下水貯留システムの使用方法において、
地下水を貯留する際、前記地下水を前記固液分離部及び前記取水管を介して前記貯水槽本体へと流入させるとともに、前記地下水とともに前記取水機構に流れ込んだ土粒子を前記固液分離部によって遮断し、
メンテナンス時、前記揚水ポンプを作動させて前記貯水槽本体に貯留されている地下水を前記取水管に逆流させ、さらに前記固液分離部に流入させた後、前記洗浄管を介して前記揚水ポンプから吐出させることにより、前記固液分離部で遮断され該固液分離部の空隙又はその周辺空間に滞留し又は沈殿していた土粒子を、逆流する地下水に連行させる形で前記固液分離部から除去し、前記洗浄管及び前記揚水ポンプを介して系外へと排出することを特徴とする地下水貯留システムの使用方法。
A water tank comprising a water tank main body embedded in the ground and capable of storing ground water in the ground in an internal space, and a water intake mechanism installed on a wall section of the water tank main body, and ground water stored in the water tank A water supply facility that pumps and supplies the water to the ground, and the water intake mechanism includes a solid-liquid separation portion whose intake side is exposed on the peripheral surface of the water tank main body, and one end connected to the solid-liquid separation portion. A cleaning pipe having an end connected to the internal space of the water storage tank main body and having one end connected to the solid-liquid separator below the connection position of the water intake pipe, and the cleaning pipe In the method of using a groundwater storage system having a cleaning mechanism composed of a pumping pump connected to the other end of
When storing groundwater, the groundwater flows into the reservoir body through the solid-liquid separator and the intake pipe, and soil particles flowing into the intake mechanism together with the groundwater are blocked by the solid-liquid separator. And
At the time of maintenance, the pump is operated to cause the groundwater stored in the water tank main body to flow backward to the intake pipe, and further into the solid-liquid separation unit, and then from the pump through the washing pipe. By discharging, the soil particles that were blocked by the solid-liquid separation unit and stayed or settled in the space of the solid-liquid separation unit or the surrounding space from the solid-liquid separation unit in the form of being entrained in the reverse flowing groundwater. A method of using the groundwater storage system, wherein the groundwater storage system is removed and discharged to the outside of the system through the cleaning pipe and the pump.
地盤内に埋設され該地盤内の地下水を内部空間に貯留可能な貯水槽本体と該貯水槽本体の壁体断面に設置された取水機構とからなる貯水槽と、該貯水槽に貯留された地下水を地上に揚水して供給する給水設備とを備え、前記取水機構を、取水側が前記貯水槽本体の周面に露出された固液分離部と、該固液分離部に一端が連通接続され他端が前記貯水槽本体の内部空間に連通された取水管と、該取水管の他端に設けられた濾過フィルタとで構成し、前記取水管の連通接続位置よりも下方において一端が前記固液分離部に連通接続された洗浄管と、該洗浄管の他端が接続された揚水ポンプと、前記取水管から分岐され先端が前記貯水槽本体の内部空間に連通された分岐管と、該分岐管の先端に取り付けられた逆止弁とで構成された洗浄機構を備えた地下水貯留システムの使用方法において、
地下水を貯留する際、前記地下水を前記固液分離部、前記取水管及び前記濾過フィルタを介して前記貯水槽本体へと流入させるとともに、前記地下水とともに前記取水機構に流れ込んだ土粒子を前記固液分離部によって遮断し、
メンテナンス時、前記揚水ポンプを作動させて前記貯水槽本体に貯留されている地下水を前記逆止弁及び前記分岐管を介して前記取水管に逆流させ、さらに前記固液分離部に流入させた後、前記洗浄管を介して前記揚水ポンプから吐出させることにより、前記固液分離部で遮断され該固液分離部の空隙又はその周辺空間に滞留し又は沈殿していた土粒子を、逆流する地下水に連行させる形で前記固液分離部から除去し、前記洗浄管及び前記揚水ポンプを介して系外へと排出することを特徴とする地下水貯留システムの使用方法。
A water tank comprising a water tank main body embedded in the ground and capable of storing ground water in the ground in an internal space, and a water intake mechanism installed on a wall section of the water tank main body, and ground water stored in the water tank A water supply facility that pumps and supplies the water to the ground, and the water intake mechanism includes a solid-liquid separation portion whose intake side is exposed on the peripheral surface of the water tank main body, and one end connected to the solid-liquid separation portion. An intake pipe having an end communicating with the internal space of the water storage tank main body and a filtration filter provided at the other end of the intake pipe, and one end of the solid liquid below the connection connection position of the intake pipe A cleaning pipe connected to the separation unit, a pumping pump connected to the other end of the cleaning pipe, a branch pipe branched from the intake pipe and having a tip communicated with the internal space of the water storage tank body, and the branch Equipped with a cleaning mechanism consisting of a check valve attached to the tip of the pipe In the process the use of underground water storage system,
When storing groundwater, the groundwater flows into the reservoir body through the solid-liquid separator, the water intake pipe and the filtration filter, and soil particles that have flowed into the water intake mechanism together with the groundwater are stored in the solid liquid. Shut off by separation part,
During maintenance, after the pump is operated, the groundwater stored in the water tank main body is caused to flow back to the intake pipe through the check valve and the branch pipe, and further flows into the solid-liquid separator. The groundwater that flows back through the soil particles that have been blocked or solidified in the voids of the solid-liquid separation unit or the surrounding space by being discharged from the pumping pump through the washing pipe A method of using a groundwater storage system, wherein the groundwater storage system is removed from the solid-liquid separation part in a form that is entrained in the water and discharged out of the system through the washing pipe and the pump.
JP2006153258A 2006-06-01 2006-06-01 Groundwater storage system, its construction method and its use Expired - Fee Related JP4631804B2 (en)

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JPH0932016A (en) * 1995-07-25 1997-02-04 Ohbayashi Corp Underground water reserving tank
JP2001115507A (en) * 1999-10-20 2001-04-24 Ohbayashi Corp Underground water storage system

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