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JP5529062B2 - Water intake equipment in rivers - Google Patents
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JP5529062B2 - Water intake equipment in rivers - Google Patents

Water intake equipment in rivers Download PDF

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JP5529062B2
JP5529062B2 JP2011055761A JP2011055761A JP5529062B2 JP 5529062 B2 JP5529062 B2 JP 5529062B2 JP 2011055761 A JP2011055761 A JP 2011055761A JP 2011055761 A JP2011055761 A JP 2011055761A JP 5529062 B2 JP5529062 B2 JP 5529062B2
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JP2012188907A (en
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博充 菅原
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山大機電株式会社
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Description

本発明は、河川底に埋設される貯水槽と、貯水槽の周囲に設けられるとともに、河川水を浸透させることで河川水から濾物を分離して濾過する濾過部と、濾過部で濾過された河川水を貯水槽に貯水する集水部と、集水部の開閉を行う弁体と、弁体の開閉制御を行う制御部と、を備え、河川から工業用水や飲料用水として取水する取水装置に関する。   The present invention is a water storage tank embedded in the river bottom, a filtration unit that is provided around the water storage tank, separates and filters the filtrate from the river water by permeating the river water, and is filtered by the filtration unit. Water intake that collects river water in a water storage tank, a valve body that opens and closes the water collection section, and a control section that controls opening and closing of the valve body, and takes water from the river as industrial water and drinking water Relates to the device.

従来、飲料水用のダムの湖底に着底される隔壁筒体を有し、この隔壁筒体の内部にて掘削具によりダムの湖底に堆積した土砂を掘削することで、隔壁筒体内にて土砂と水を混合させ、コンプレッサーから送気管を介して隔壁筒体内に気体を送気することで、この気体の浮上力を利用して隔壁筒体内から土砂と水とを回収し、ダム内の水の水質を下げることなくダムの貯水量を回復可能としている土砂回収装置がある(例えば、特許文献1参照)。   Conventionally, it has a bulkhead cylinder that is attached to the bottom of a dam for drinking water, and by excavating the sediment deposited on the bottom of the dam with a drilling tool inside the bulkhead cylinder, Sediment and water are mixed, and gas is sent from the compressor to the bulkhead cylinder through the air pipe. By using the levitation force of this gas, the sand and water are collected from the bulkhead cylinder, There is an earth and sand recovery device that makes it possible to recover the amount of water stored in a dam without lowering the water quality (for example, see Patent Document 1).

特開2004−183206号公報(第4頁、第1図)JP 2004-183206 A (page 4, FIG. 1)

しかしながら、特許文献1に記載の土砂回収装置にあっては、ダムの湖底の土砂を回収するための設備が大掛かりなため、土砂の回収を行う毎に設備の設置及び撤去に多大なコストがかかってしまうという問題がある。   However, in the earth and sand collection device described in Patent Document 1, since the equipment for collecting the earth and sand on the lake bottom of the dam is large, installation and removal of the equipment cost a great deal every time the earth and sand are collected. There is a problem that it ends up.

本発明は、このような問題点に着目してなされたもので、長期間にわたってメンテナンス等を介さずに河川水を飲料水として貯水することが可能な河川における取水装置を提供することを目的とする。   This invention was made paying attention to such a problem, and it aims at providing the water intake device in the river which can store river water as drinking water without going through maintenance etc. over a long period of time. To do.

前記課題を解決するために、本発明の河川における取水装置は、
河川底に埋設される貯水槽と、該貯水槽の周囲に設けられるとともに、河川水を浸透させることで河川水から濾物を分離して濾過する濾過部と、該濾過部で濾過された河川水を前記貯水槽に貯水する集水部と、前記集水部から前記貯水槽への河川水の流れの開閉を行う弁体と、該弁体の開閉制御を行う制御部と、を備え、
前記制御部が前記弁体を閉塞することで、前記濾過部にて、河川水から分離した濾物を前記濾過部から剥離させる逆洗作用を生じさせることを特徴としている。
この特徴によれば、河川水を濾過部にて濾過することで濾過部に濾物が残留しても、制御部が弁体を閉塞させて貯水槽への河川水の貯水を停止することで、逆洗作用として濾過部から河川水を濾物とともに噴出させ、噴出した濾物を河川の水流によって河川の下流に流すことができるので、濾過部における河川水の濾過能力をメンテナンス等によらず回復させ、貯水槽を長期間にわたってメンテナンス等を介さずに使用することができる。
In order to solve the above problems, the water intake device in the river of the present invention is
A water tank buried at the bottom of the river, a filtration part that is provided around the water tank and separates and filters the filtrate from the river water by permeating the river water, and a river filtered by the filtration part A water collecting section for storing water in the water storage tank, a valve body for opening and closing the flow of river water from the water collecting section to the water storage tank, and a control section for performing opening and closing control of the valve body,
The control unit closes the valve body, and the filtering unit causes a backwashing action to peel off the filtrate separated from the river water from the filtering unit.
According to this feature, even if the filtrate remains in the filtration unit by filtering the river water in the filtration unit, the control unit closes the valve body and stops storing the river water in the water tank. As a backwashing action, river water can be ejected from the filtration section together with the filtrate, and the ejected filtrate can be flowed downstream of the river by the river flow. It is possible to recover and use the water storage tank for a long time without maintenance.

本発明の河川における取水装置は、
前記河川における前記貯水槽よりも上流側に河川水の水質を検知する検知部を備え、前記制御部は、前記検知部で検知されている河川水の水質が許容基準値を超えると前記弁体を閉塞することを特徴としている。
この特徴によれば、制御部は、河川の上流から流れてくる河川水の水質が許容基準値を越えていることを検知部から検知することで貯水槽内に水質が許容基準値を超えた河川水が侵入しないよう弁体を閉塞し、河川の水流によってこれら水質が許容基準値を超えた河川水を下流に流すことで、貯水槽に集水される河川水の水質を一定基準に保つことができる。
The water intake device in the river of the present invention,
A detection unit that detects the quality of river water upstream of the water storage tank in the river is provided, and the control unit detects the valve body when the quality of the river water detected by the detection unit exceeds an allowable reference value. It is characterized by blocking.
According to this feature, the control unit detects from the detection unit that the quality of the river water flowing from the upstream of the river exceeds the allowable standard value, so that the water quality has exceeded the allowable standard value in the water tank. The water quality of the river water collected in the water storage tank is maintained at a certain standard by closing the valve body so that river water does not enter and by flowing downstream the river water whose water quality exceeds the allowable standard value due to the river flow. be able to.

本発明の河川における取水装置は、
前記集水部は、前記貯水槽の上部に配置された第1集水部と、前記貯水槽の側部に配置された第2集水部と、から構成されていることを特徴としている。
この特徴によれば、第1集水部による貯水槽の上方で濾過された河川水のみならず、第2集水部による貯水槽の側方で濾過された河川水も集水することで、貯水槽に効率的に河川水を貯水することができる。
The water intake device in the river of the present invention,
The water collecting part is composed of a first water collecting part disposed at an upper part of the water storage tank and a second water collecting part disposed at a side part of the water tank.
According to this feature, by collecting not only river water filtered above the reservoir by the first catchment, but also river water filtered by the side of the reservoir by the second catchment, River water can be efficiently stored in the water tank.

本発明の河川における取水装置は、
前記濾過部は、上部の砂層及び下部の砂利層とから構成され、河川水は、前記濾過部の下部に配置された多数の細孔を介して前記貯水槽に貯水されることを特徴としている。
この特徴によれば、濾過部の砂層及び砂利層、そして集水部における細孔の3段階の濾過により水質のよい河川水を貯水槽に貯水することができる。
The water intake device in the river of the present invention,
The filtration unit includes an upper sand layer and a lower gravel layer, and the river water is stored in the water storage tank through a plurality of pores arranged at the lower part of the filtration unit. .
According to this feature, river water with good water quality can be stored in the water storage tank by three-stage filtration of the sand layer and gravel layer of the filtration unit and the pores in the water collection unit.

本発明の河川における取水装置は、
前記貯水槽は、河川に設けられたダムよりも上流側で埋設されていることを特徴としている。
この特徴によれば、土砂等が混じった状態でダムに貯水されている河川水を貯水槽に貯水することが無いので、より確実に水質のよい河川水を貯水槽に貯水することができる。
The water intake device in the river of the present invention,
The said water tank is embed | buried upstream from the dam provided in the river, It is characterized by the above-mentioned.
According to this feature, since the river water stored in the dam in a state in which earth and sand are mixed is not stored in the storage tank, the river water with good water quality can be stored in the storage tank more reliably.

実施例において河川における貯水槽とダムとの位置関係を示す側面概略図である。In an Example, it is the side schematic diagram which shows the positional relationship of the water storage tank and dam in a river. 河川における貯水槽とダムとの位置関係を示す平面概略図である。It is a plane schematic diagram showing the positional relationship between a water storage tank and a dam in a river. 貯水槽及び濾過部を示す側面断面図である。It is side surface sectional drawing which shows a water storage tank and a filtration part. 図3における貯水槽及び濾過部のA−A断面図である。It is AA sectional drawing of the water storage tank and filtration part in FIG. 取水装置の構成を示すブロック図である。It is a block diagram which shows the structure of a water intake apparatus.

本発明に係る河川における取水装置を実施するための形態を実施例に基づいて以下に説明する。   EMBODIMENT OF THE INVENTION The form for implementing the water intake apparatus in the river which concerns on this invention is demonstrated below based on an Example.

実施例に係る河川における取水装置につき、図1から図5を参照して説明する。以下、図1及び図2の紙面左側を河川の上流側として説明する。図1の符号1は、河川2の所定箇所に設けられたダム1である。このダム1は、河川2を堰き止めることでダム湖3を形成しており、ダム湖3には河川水が貯水されている。このダム湖3に貯水されている河川水は、長年に亘って湖底に流木や泥等が堆積し、クリプト藻等の藻類が繁殖しているため、飲料水として用いるには問題のある水質となっている。   A water intake device in a river according to an embodiment will be described with reference to FIGS. Hereinafter, the left side of FIG. 1 and FIG. 2 will be described as the upstream side of the river. Reference numeral 1 in FIG. 1 is a dam 1 provided at a predetermined location of the river 2. The dam 1 forms a dam lake 3 by damming the river 2, and river water is stored in the dam lake 3. The river water stored in this dam lake 3 has a problem of water quality that can be used as drinking water because driftwood, mud, etc. have accumulated on the bottom of the lake for many years, and algae such as crypto-algae have bred. It has become.

一方、図1及び図2に示すように、河川2におけるダム湖3よりも上流側の河川底4(図3参照)には、ダム湖3よりも上流側を流れる水質の良い河川水を浸透させて濾過するための濾過部5が設けられている。具体的には、この濾過部5は、粒の細かい砂で構成された洗砂層5bと、この洗砂層5bの砂粒が河川2の水流によって流されないように砂粒を自然石によって抑えつける自然石層5aと、洗砂層5bの下方に設けられ、洗砂層5bよりも粒の大きい砂粒によって構成された荒砂層5cと、荒砂層5cの下方に設けられ、荒砂層5cよりも粒の大きい砂粒及び小石が混合した豆砂利層5dと、更に豆砂利層5dの下方に設けられ、豆砂利層5dよりも粒の大きい砂粒及び小石が混合した玉砂利層5eと、から構成されている。   On the other hand, as shown in FIG. 1 and FIG. 2, the river bottom 4 upstream of the dam lake 3 in the river 2 (see FIG. 3) permeates high quality river water flowing upstream from the dam lake 3. The filtration part 5 for making it filter is provided. Specifically, the filtering unit 5 includes a sand-washed layer 5b composed of fine-grained sand, and a natural stone layer that suppresses the sand particles with natural stone so that the sand particles of the sand-washed layer 5b are not washed away by the water flow of the river 2. 5a, a rough sand layer 5c provided below the sand-washed layer 5b, and composed of sand grains larger than the sand-washed layer 5b, and a sand particle and pebbles provided below the rough sand layer 5c and larger in grain than the rough sand layer 5c And a bead gravel layer 5e provided below the bean gravel layer 5d and mixed with sand grains and pebbles larger in size than the bean gravel layer 5d.

このため、河川2を流れる河川水に混ざっている藻類や土砂等は、河川水が濾過部5に浸透することで洗砂層5b、荒砂層5c、豆砂利層5d及び玉砂利層5eにて濾物として河川水と分離されるようになっている。そして、玉砂利層5e内には、前述のように構成された濾過部5にて濾過された河川水を貯水するとともに、河川2の下流側に設けられた浄水場6まで河川水を送水するための貯水槽7が埋設されている。   For this reason, algae and earth and sand mixed in the river water flowing through the river 2 are filtered through the sand washing layer 5b, the rough sand layer 5c, the bean gravel layer 5d, and the boulder gravel layer 5e as the river water permeates the filtration unit 5. As it is separated from river water. In the jade gravel layer 5e, the river water filtered by the filtering unit 5 configured as described above is stored, and the river water is supplied to the water purification plant 6 provided on the downstream side of the river 2. The water tank 7 is buried.

濾過部5の上方には、河川2を流れる河川水の濁度、色度、臭気等の検知及び雨量の検知を行う第1水質計8が配置されている。尚、河川2における貯水槽7よりも更に上流には、河川2における貯水槽7よりも上流側を流れる河川水の濁度、色度、臭気等の検知及び雨量の検知を行う、本発明における検知部としての第2水質計9(図5参照)が配置されている。   A first water quality meter 8 for detecting turbidity, chromaticity, odor and the like of river water flowing through the river 2 and detecting rainfall is disposed above the filtering unit 5. In the present invention, upstream of the water tank 7 in the river 2, turbidity, chromaticity, odor and the like of the river water flowing upstream from the water tank 7 in the river 2 are detected and the amount of rain is detected. The 2nd water quality meter 9 (refer FIG. 5) as a detection part is arrange | positioned.

貯水槽7の内部は、濾過された河川水を貯水するための第1貯水部7aと第2貯水部7bとに仕切られている。以下、第1貯水部7aと第2貯水部7bとは同一構成につき、第1貯水部7aについて主に説明する。   The inside of the water storage tank 7 is partitioned into a first water storage part 7a and a second water storage part 7b for storing filtered river water. Hereinafter, the 1st water storage part 7a and the 2nd water storage part 7b are mainly demonstrated about the 1st water storage part 7a about the same structure.

図3及び図4に示すように、貯水槽7の上面には、濾過部5にて濾過した河川水を集水する、本発明における第1集水部としての第1集水管10が複数配置されている。これら第1集水管10は、周面に複数の細孔10aが形成された円筒状に形成されているとともに、送水管11を介して第1貯水部7a内の上部に接続されている。この送水管11には、送水管11の開閉を選択可能な本発明における弁体としての第1水中電磁弁12と、送水管11の開度を調整可能な調整弁13が設けられている。   As shown in FIGS. 3 and 4, a plurality of first water collecting pipes 10 as first water collecting portions in the present invention that collect river water filtered by the filtering portion 5 are arranged on the upper surface of the water storage tank 7. Has been. These first water collecting pipes 10 are formed in a cylindrical shape having a plurality of pores 10 a formed on the peripheral surface, and are connected to an upper portion in the first water storage section 7 a via a water supply pipe 11. The water supply pipe 11 is provided with a first underwater electromagnetic valve 12 as a valve body in the present invention that can select opening and closing of the water supply pipe 11 and an adjustment valve 13 that can adjust the opening degree of the water supply pipe 11.

このため、貯水槽7は、第1水中電磁弁12が送水管11を開放した状態で、貯水槽7の上方から濾過部5に浸透した河川水を第1集水管10で集水することで、第1貯水部7a内に濾過された河川水を貯水することが可能となっている。   For this reason, the water storage tank 7 collects the river water that has permeated the filtration unit 5 from above the water storage tank 7 with the first water collecting pipe 10 while the first submersible electromagnetic valve 12 opens the water supply pipe 11. It is possible to store the filtered river water in the first water reservoir 7a.

更に、貯水槽7の下部における外側方には、貯水槽7の外側面の全周に亘って、濾過部5にて濾過した河川水を集水する、本発明における第2集水部としての第2集水管14が複数配置されている。これら第2集水管14は、周面に複数の細孔14aが形成された円筒状に形成されているとともに、送水管15を介して第1貯水部7a内の下部に接続されている。この送水管15には、送水管15の開閉を選択可能な本発明における弁体としての第2水中電磁弁16と、送水管15の開度を調整可能な調整弁17が設けられている。   Further, on the outer side of the lower part of the water tank 7, the river water filtered by the filter unit 5 is collected over the entire outer surface of the water tank 7 as the second water collecting part in the present invention. A plurality of second water collecting pipes 14 are arranged. These second water collecting pipes 14 are formed in a cylindrical shape having a plurality of pores 14 a formed on the peripheral surface, and are connected to the lower part in the first water storage part 7 a via the water supply pipe 15. The water supply pipe 15 is provided with a second underwater electromagnetic valve 16 as a valve body in the present invention that can select opening and closing of the water supply pipe 15 and an adjustment valve 17 that can adjust the opening degree of the water supply pipe 15.

このため、貯水槽7は、第2水中電磁弁16が送水管15を開放した状態で、貯水槽7の側方から濾過部5に浸透した河川水を第2集水管14で集水することで、第1貯水部7a内に濾過された河川水を貯水することが可能となっている。尚、本実施例における送水管15には、第1貯水部7a内に貯水された河川水が送水管15を逆流して第2集水管14から濾過部5内に放出されないよう逆止弁18が設けられている。   For this reason, the water storage tank 7 collects the river water that has permeated the filtration unit 5 from the side of the water storage tank 7 with the second water collection pipe 14 in a state where the second underwater electromagnetic valve 16 opens the water supply pipe 15. Thus, it is possible to store the filtered river water in the first water storage section 7a. In the water supply pipe 15 in the present embodiment, the check valve 18 prevents the river water stored in the first water storage section 7a from flowing back through the water supply pipe 15 and being discharged from the second water collection pipe 14 into the filtration section 5. Is provided.

また、第1貯水部7a内には、給水管19の一端が接続されている。第1貯水部7a内に配置された給水管19の一端側には、給水管19の開閉を選択可能な第3水中電磁弁20と、給水管19の開度を調整可能な調整弁21が設けられている。この給水管19の他端は、図2に示すように、貯水槽7よりも下流側に設けられた浄水場6に接続されている。給水管19における第3水中電磁弁20と調整弁21よりも下流側には、空気抜き管32の一端が接続されている。この空気抜き管32の他端は、後述するマンホール25を介して河川2の上方まで延設されている。   In addition, one end of a water supply pipe 19 is connected in the first water reservoir 7a. On one end side of the water supply pipe 19 disposed in the first water reservoir 7a, there is a third submersible electromagnetic valve 20 that can select the opening and closing of the water supply pipe 19, and an adjustment valve 21 that can adjust the opening of the water supply pipe 19. Is provided. As shown in FIG. 2, the other end of the water supply pipe 19 is connected to the water purification plant 6 provided on the downstream side of the water storage tank 7. One end of an air vent pipe 32 is connected downstream of the third submersible electromagnetic valve 20 and the regulating valve 21 in the water supply pipe 19. The other end of the air vent pipe 32 extends to the upper side of the river 2 through a manhole 25 described later.

図3及び図4に示すように、第1貯水部7a内の最下部には、第1貯水部7a内から河川水を排出するためのドレン管22の一端が接続されている。貯水槽7の外部であるこのドレン管22の所定箇所には、作業員等が操作することでドレン管22を開閉可能な排水弁23が設けられている。この排水弁23が操作されることで、第1貯水部7a内に貯水されている河川水は、ドレン管22の図示しない他端から河川等に排水されるようになっている。   As shown in FIGS. 3 and 4, one end of a drain pipe 22 for discharging river water from the first water reservoir 7a is connected to the lowermost portion in the first water reservoir 7a. A drain valve 23 that can open and close the drain pipe 22 by an operator or the like is provided at a predetermined position of the drain pipe 22 outside the water storage tank 7. By operating the drain valve 23, the river water stored in the first water storage section 7a is drained from the other end (not shown) of the drain pipe 22 to the river or the like.

更に、第1貯水部7aには、第1貯水部7a内の水位を常時測定している水位計24が取り付けられているとともに、第1貯水部7aの上部には、河川の水面よりも上方まで突出するマンホール25が設けられている。このマンホール25は、平常時は上端部が図示しない蓋体によって閉塞されており、作業員等が第1貯水部7a内を清掃及び保守作業等を行う際には、ドレン管22に設けられた排水弁23を開放して第1貯水部7a内の河川水を排水した後、前記蓋体を取り外すことでマンホール25を介して第1貯水部7a内に立ち入ることが可能となっている。   Further, a water level meter 24 that constantly measures the water level in the first water storage unit 7a is attached to the first water storage unit 7a, and the upper part of the first water storage unit 7a is above the water level of the river. A manhole 25 is provided so as to protrude to the top. The upper end of the manhole 25 is normally closed by a lid (not shown), and the manhole 25 is provided in the drain pipe 22 when a worker or the like performs cleaning and maintenance work in the first water storage portion 7a. After draining the drainage valve 23 and draining the river water in the first water reservoir 7a, it is possible to enter the first water reservoir 7a via the manhole 25 by removing the lid.

尚、第1貯水部7a内に侵入した作業員は、各調整弁13,17,21の開度を調整することで、各第1集水管10及び第2集水管14から第1貯水部7a内に送水される河川水の送水量と、第1貯水部7aから浄水場6に給水される河川水の給水量とを適宜調整可能となっている。   The worker who has entered the first water storage section 7a adjusts the opening of each of the adjustment valves 13, 17, 21 to adjust the first water storage section 7a from the first water collection pipe 10 and the second water collection pipe 14. The amount of river water supplied to the inside and the amount of river water supplied to the water purification plant 6 from the first water storage section 7a can be adjusted as appropriate.

次に、浄水場6について説明する。図2に示すように、浄水場6は、前述した給水管19の他端が接続された浄水槽26と、貯水槽7における河川水の貯水を制御するための制御部28(図5参照)を備える管理棟27と、を備えている。   Next, the water purification plant 6 will be described. As shown in FIG. 2, the water purification plant 6 includes a water purification tank 26 to which the other end of the water supply pipe 19 described above is connected, and a controller 28 for controlling river water storage in the water storage tank 7 (see FIG. 5). And a management building 27 provided with

このうち浄水槽26は、特に図示しないが、河川水に薬注や攪拌を行った後に微小な異物を沈殿させることで濾過部5にて濾過しきれなかった異物を河川水除去する沈殿池と、該沈殿池における薬注によって濾過可能な大きさまで成長した異物を濾過膜によって濾過する濾過池と、該濾過池で濾過された河川水を貯水し、この河川水を飲料水として配水管29を介して一般家庭等へ配水を行う配水池と、から構成されている。   Among these, although not shown in particular, the water purification tank 26 is a sedimentation basin that removes foreign matter that could not be filtered by the filtration unit 5 by precipitating minute foreign matter after chemical injection or stirring in river water. , A filter pond for filtering foreign matter that has grown to a size that can be filtered by chemical injection in the settling pond, and a river water filtered by the filter pond, storing the river water as drinking water, And a distribution reservoir that distributes water to general households.

尚、配水管29には、バイパス管30を介して配水タンク31が接続されている。この配水タンク31は、配水管29を流れる飲料水をバイパス管30を介して貯水可能となっている。このため、浄水槽26及び配水管29のメンテナンス等の際には、一時的に配水タンク31に貯水していた飲料水を一般家庭等に配水することで、一般家庭等における断水が防止されている。   A water distribution tank 31 is connected to the water distribution pipe 29 via a bypass pipe 30. The water distribution tank 31 can store drinking water flowing through the water distribution pipe 29 via the bypass pipe 30. For this reason, at the time of the maintenance of the water purification tank 26 and the water distribution pipe 29, the water supply in the water distribution tank 31 is temporarily distributed to the general household, etc., thereby preventing the water outage in the general household. Yes.

管理棟27に設けられた制御部28は、図5に示すように、第1水質計8、第2水質計9、第1貯水部7a及び第2貯水部7bに設けられた各第1水中電磁弁12、第2水中電磁弁16、第3水中電磁弁20、水位計24とにそれぞれ接続されており、水位計24で検知された第1貯水部7aまたは第2貯水部7b内の水位と、第1水質計8及び第2水質計9で検知された河川2を流れる河川水の水質とに応じて第1水中電磁弁12、第2水中電磁弁16及び第3水中電磁弁20の開閉を制御可能となっている。   As shown in FIG. 5, the control unit 28 provided in the management building 27 includes each first submersible unit provided in the first water quality meter 8, the second water quality meter 9, the first water storage unit 7 a, and the second water storage unit 7 b. The water level in the first water reservoir 7a or the second water reservoir 7b is connected to the solenoid valve 12, the second submersible solenoid valve 16, the third submersible solenoid valve 20, and the water level gauge 24, respectively. And the first submersible solenoid valve 12, the second submersible solenoid valve 16, and the third submersible solenoid valve 20 according to the water quality of the river water flowing through the river 2 detected by the first water quality meter 8 and the second water quality meter 9. Opening and closing can be controlled.

具体的には、制御部28は、第1水中電磁弁12、第2水中電磁弁16及び第3水中電磁弁20を解放することで第1貯水部7aにて河川水の貯水及び浄水場への河川水の給水を行っているとき、第2貯水部7b側の第1水中電磁弁12、第2水中電磁弁16及び第3水中電磁弁20は閉塞しておき、第2貯水部7bに河川水が貯水されないようにしている。尚、本実施例における給水管19は、このように第3水中電磁弁20が閉塞されても、河川2の上方に他端が延設されている空気抜き管32から給水管19内に空気が流入することで、給水管19内に負圧が生じてしまうことが防止されている。このため、給水管19内に負圧が生じることで給水管19が破損してしまうことがない。   Specifically, the control unit 28 releases the first underwater solenoid valve 12, the second underwater solenoid valve 16, and the third underwater solenoid valve 20 to the river water storage and purification plant in the first water storage unit 7a. When the river water is supplied, the first submersible solenoid valve 12, the second submersible solenoid valve 16 and the third submersible solenoid valve 20 on the second reservoir 7b side are closed, and the second reservoir 7b is closed. River water is not stored. Incidentally, the water supply pipe 19 in this embodiment is such that even if the third underwater solenoid valve 20 is closed in this way, air is supplied into the water supply pipe 19 from the air vent pipe 32 whose other end extends above the river 2. By flowing in, it is prevented that a negative pressure is generated in the water supply pipe 19. For this reason, the negative pressure is generated in the water supply pipe 19 so that the water supply pipe 19 is not damaged.

この状態で第1水質計8と第2水質計9との少なくともいずれか一方で河川を流れている河川水の水質が許容基準値を越えていることを検知すると、制御部28は、第1貯水部7aの第1水中電磁弁12、第2水中電磁弁16及び第3水中電磁弁20を閉塞し、第1貯水部7aでの河川水の貯水を停止する。   In this state, when it is detected that the quality of the river water flowing through the river exceeds at least one of the first water quality meter 8 and the second water quality meter 9, the control unit 28 performs the first water quality measurement. The first submersible solenoid valve 12, the second submersible solenoid valve 16, and the third submersible solenoid valve 20 of the water storage section 7a are closed, and the storage of river water in the first water storage section 7a is stopped.

このとき、一度濾過部5で濾過された河川水は、河川水を濾過した際に濾過部5内に残留した濾物を濾過部5から剥離させ、これら濾物とともに濾過部5の上方に噴出する。そして、これら濾物は、河川2の水流によって下流に流される。つまり、濾過部5には逆洗作用が働くので、濾過部5の濾過能力をメンテナンスによらず回復させることができる。尚、第1水質計8及び第2水質計9で検知される河川水の水質が双方ともに許容基準値以内に低下した場合、制御部28は、再び第1水中電磁弁12、第2水中電磁弁16及び第3水中電磁弁20を解放することで第1貯水部7aでの河川水の貯水及び浄水場6への河川水の給水を再開する。   At this time, the river water once filtered by the filtering unit 5 peels off the residue remaining in the filtering unit 5 from the filtering unit 5 when the river water is filtered. To do. These filtrates are caused to flow downstream by the water flow of the river 2. That is, since the backwashing action acts on the filtration part 5, the filtration capability of the filtration part 5 can be recovered regardless of maintenance. When the water quality of the river water detected by the first water quality meter 8 and the second water quality meter 9 both falls within the allowable reference value, the control unit 28 again returns to the first underwater solenoid valve 12 and the second underwater solenoid. By releasing the valve 16 and the third underwater electromagnetic valve 20, the river water storage in the first water storage section 7a and the water supply to the water purification plant 6 are resumed.

また、第1貯水部7aでの河川水の貯水が停止されている状態で、浄水場6への給水によって水位計24が第1貯水部7a内の水位を一定以上として検知すると、制御部28は、第1貯水部7a内が満水となったと判断して第1水中電磁弁12及び第2水中電磁弁16を閉塞し、第1貯水部7aでの河川水の貯水を停止するとともに、給水管19から浄水場6への河川水の給水を継続する。尚、水位計24が第1貯水部7a内の水位を一定以下として検知すると、制御部28は、第1水中電磁弁12、第2水中電磁弁16を解放することで第1貯水部7aでの河川水の貯水を再開する。   When the water level meter 24 detects the water level in the first water storage unit 7a as being above a certain level by supplying water to the water purification plant 6 while the river water storage in the first water storage unit 7a is stopped, the control unit 28 Determines that the first water reservoir 7a is full, closes the first underwater solenoid valve 12 and the second underwater solenoid valve 16, stops the storage of river water in the first water reservoir 7a, and supplies water. Continue to supply river water from the pipe 19 to the water treatment plant 6. When the water level gauge 24 detects that the water level in the first water storage unit 7a is below a certain level, the control unit 28 releases the first submersible electromagnetic valve 12 and the second submersible electromagnetic valve 16 to release the first water storage unit 7a. Resume river water storage.

更に尚、本実施例では、前述のように水位計24が第1貯水部7a内の水位が一定以上と検知することで、第1貯水部7aにおける第1水中電磁弁12及び第2水中電磁弁16を閉塞し、第1貯水部7aでの河川水の貯水を停止したが、第1貯水部7aにおける第1水中電磁弁12及び第2水中電磁弁16を閉塞すると同時に、第2貯水部7bにおける第1水中電磁弁12及び第2水中電磁弁16を解放することで、河川水の貯水を第2貯水部7bに切り替えるようにしてもよい。   Furthermore, in the present embodiment, as described above, the water level gauge 24 detects that the water level in the first water storage section 7a is equal to or higher than a certain level, so that the first submersible electromagnetic valve 12 and the second submersible electromagnetic valve in the first water storage section 7a. Although the valve 16 was closed and the river water storage in the first water storage unit 7a was stopped, the first water storage valve 7a and the second submersible electromagnetic valve 16 in the first water storage unit 7a were closed at the same time as the second water storage unit. River water storage may be switched to the second water storage unit 7b by releasing the first submersible electromagnetic valve 12 and the second submersible electromagnetic valve 16 in 7b.

この場合は、河川水の貯水を第2貯水部7bによる貯水に切り替えた後に、第1貯水部7aにおける第3水中電磁弁20を開放することで、第1貯水部7a内から給水管19を介して浄水槽26に河川水を給水する。更に、第1貯水部7a内がほぼ空になった状態で、前述したようにマンホール25から作業員等が第1貯水部7a内に立ち入り、第1貯水部7a内の清掃及び保守作業等を行うことができる。   In this case, after switching the river water storage to the water storage by the second water storage section 7b, the water supply pipe 19 is opened from the first water storage section 7a by opening the third submersible electromagnetic valve 20 in the first water storage section 7a. River water is supplied to the water purification tank 26 through the water supply. Further, with the first water storage section 7a almost empty, workers and the like enter the first water storage section 7a from the manhole 25 as described above, and perform cleaning and maintenance work in the first water storage section 7a. It can be carried out.

以上、本実施例における取水装置にあっては、制御部28が第1水中電磁弁12及び第2水中電磁弁16を閉塞することで、濾過部5にて、河川水から分離した濾物を濾過部5から剥離させる逆洗作用を生じさせるので、河川水を濾過部5にて濾過することで濾過部5に濾物が残留しても、制御部28が第1水中電磁弁12及び第2水中電磁弁16を閉塞させて第1貯水部7aまたは第2貯水部7bへの河川水の貯水を停止することで、逆洗作用として濾過部5から河川水を濾物とともに噴出させ、噴出した濾物を河川2の水流によって河川2の下流に流すことができるので、濾過部5における河川水の濾過能力をメンテナンス等によらず回復させ、貯水槽7を長期間にわたってメンテナンス等を介さずに使用することができる。   As described above, in the water intake device in the present embodiment, the control unit 28 closes the first underwater electromagnetic valve 12 and the second underwater electromagnetic valve 16, so that the filtrate separated from the river water is filtered by the filtering unit 5. Since the back-washing action to peel off from the filter unit 5 is caused, even if the filtrate remains in the filter unit 5 by filtering the river water through the filter unit 5, the control unit 28 controls the first underwater solenoid valve 12 and the first submersible solenoid valve 12. (2) By closing the underwater solenoid valve 16 and stopping the river water storage to the first water storage part 7a or the second water storage part 7b, the river water is ejected from the filtration part 5 together with the filtrate as a backwash action. Since the filtered material can be flowed downstream of the river 2 by the water flow of the river 2, the filtration capacity of the river water in the filtration unit 5 is recovered without maintenance, etc., and the water tank 7 is not subjected to maintenance, etc. for a long period of time. Can be used for

また、河川2における貯水槽7よりも上流側にて河川水の水質を検知する第2水質計9を備え、制御部28は、第2水質計9で検知されている河川水の水質が許容基準値を超えると第1水中電磁弁12及び第2水中電磁弁16を閉塞するので、制御部28は、河川2の上流から流れてくる河川水の水質が許容基準値を越えていることを第2水質計9から検知することで貯水槽7内に水質が許容基準値を超えた河川水が侵入しないよう第1水中電磁弁及び第2水中電磁弁16を閉塞し、河川2の水流によってこれら水質が許容基準値を超えた河川水を下流に流すことで、貯水槽7に集水される河川水の水質を一定基準に保つことができる。   In addition, a second water quality meter 9 that detects the quality of the river water upstream of the water tank 7 in the river 2 is provided, and the control unit 28 allows the water quality of the river water detected by the second water quality meter 9 to be acceptable. If the reference value is exceeded, the first underwater solenoid valve 12 and the second underwater solenoid valve 16 are closed, so the control unit 28 confirms that the quality of the river water flowing from the upstream of the river 2 exceeds the allowable reference value. By detecting from the second water quality meter 9, the first underwater solenoid valve 16 and the second underwater solenoid valve 16 are closed so that river water whose water quality exceeds the permissible reference value does not enter the water tank 7. By flowing the river water whose water quality exceeds the allowable reference value downstream, the quality of the river water collected in the water storage tank 7 can be maintained at a certain standard.

また、集水部は、貯水槽7の上部に配置された第1集水管10と、貯水槽7の側部に配置された第2集水管14と、から構成されているので、第1集水管10による貯水槽7の上方で濾過された河川水のみならず、第2集水管14による貯水槽7の側方で濾過された河川水も集水することで、貯水槽7に効率的に河川水を貯水することができる。   Moreover, since the water collection part is comprised from the 1st water collection pipe | tube 10 arrange | positioned at the upper part of the water storage tank 7, and the 2nd water collection pipe | tube 14 arrange | positioned at the side part of the water storage tank 7, it is 1st collection. By collecting not only the river water filtered above the water tank 7 by the water pipe 10 but also the river water filtered by the side of the water tank 7 by the second water collecting pipe 14, the water tank 7 can be efficiently collected. River water can be stored.

また、濾過部5は、上部の自然石層5a、洗砂層5b、荒砂層5c及び下部の豆砂利層5d、玉砂利層5eとから構成され、河川水は、濾過部5の下部に配置された多数の細孔10a,14aを介して貯水槽7に貯水されるので、濾過部5の自然石層5a、洗砂層5b、荒砂層5c及び豆砂利層5d、玉砂利層5e、そして第1集水管10及び第2集水管14における細孔10a,14aの3段階の濾過により水質のよい河川水を貯水槽7に貯水することができる。   The filtration unit 5 is composed of an upper natural stone layer 5a, a washed sand layer 5b, a rough sand layer 5c, a lower bean gravel layer 5d, and a gravel layer 5e, and river water is disposed at the lower part of the filtration unit 5. Since water is stored in the water storage tank 7 through a large number of pores 10a and 14a, the natural stone layer 5a, the sand washing layer 5b, the rough sand layer 5c, the bean gravel layer 5d, the boulder gravel layer 5e, and the first water collecting pipe of the filtration unit 5 River water with good water quality can be stored in the water tank 7 by three-stage filtration of the pores 10a and 14a in the 10 and the second water collecting pipe 14.

また、貯水槽7は、河川2に設けられたダム1よりも上流側で埋設されているので、土砂等が混じった状態でダム1に貯水されている河川水を貯水槽7に貯水することが無いので、より確実に水質のよい河川水を貯水槽7に貯水することができる。   Moreover, since the water tank 7 is buried upstream from the dam 1 provided in the river 2, the river water stored in the dam 1 is stored in the water tank 7 in a state where earth and sand are mixed. Therefore, river water with good water quality can be stored in the water tank 7 more reliably.

以上、本発明の実施例を図面により説明してきたが、具体的な構成はこれら実施例に限られるものではなく、本発明の要旨を逸脱しない範囲における変更や追加があっても本発明に含まれる。   Although the embodiments of the present invention have been described with reference to the drawings, the specific configuration is not limited to these embodiments, and modifications and additions within the scope of the present invention are included in the present invention. It is.

例えば、前記実施例では、濾過部5を、上部の自然石層5a、洗砂層5b、荒砂層5c及び下部の豆砂利層5d、玉砂利層5eとから構成したが、貯水槽7が埋設される河川2の河川水の濁度、色度、臭気等に応じては、濾過部5を構成するこれら自然石層5a、洗砂層5b、荒砂層5c、豆砂利層5d及び玉砂利層5eをより薄層または厚層として濾過部5の濾過能力を調整してもよい。   For example, in the said Example, although the filtration part 5 was comprised from the natural stone layer 5a of the upper part, the sand-washing layer 5b, the rough sand layer 5c, the lower bean gravel layer 5d, and the gravel layer 5e, the water tank 7 is embed | buried. Depending on the turbidity, chromaticity, odor, etc. of the river water of the river 2, the natural stone layer 5a, the sand washing layer 5b, the rough sand layer 5c, the bean gravel layer 5d and the boulder gravel layer 5e constituting the filtration unit 5 are thinner. The filtration capacity of the filtration unit 5 may be adjusted as a layer or a thick layer.

また、前記実施例では、送水管11に、送水管11の開閉を選択可能な第1水中電磁弁12と送水管11の開度を調整可能な調整弁13とを設け、送水管15に、送水管15の開閉を選択可能な第2水中電磁弁16と送水管15の開度を調整可能な調整弁17を設け、給水管19に、給水管19の開閉を選択可能な第3電磁弁20と給水管19の開度を調整可能な調整弁21を設け、これら第1水中電磁弁12,第2水中電磁弁17,第3水中電磁弁20を制御部28にて開閉制御することで貯水槽7における河川水の貯水と、貯水槽7から浄水槽26への河川水の給水を行ったが、各送水管11,15及び給水管19に、水中電磁弁12,16,20と調整弁13,17,21とに替えて、制御部28が開閉量を自在に調整可能な水中電動弁を取り付け、貯水槽7における河川水の貯水と、貯水槽7から浄水槽26への河川水の給水をより細かく制御するようにしてもよい。   Moreover, in the said Example, the 1st submersible electromagnetic valve 12 which can select opening and closing of the water supply pipe 11 and the adjustment valve 13 which can adjust the opening degree of the water supply pipe 11 are provided in the water supply pipe 11, and the water supply pipe 15 is provided. A second submersible electromagnetic valve 16 capable of selecting opening / closing of the water supply pipe 15 and an adjustment valve 17 capable of adjusting the opening degree of the water supply pipe 15 are provided, and a third electromagnetic valve capable of selecting opening / closing of the water supply pipe 19 is provided in the water supply pipe 19. 20 and an adjustment valve 21 capable of adjusting the opening degree of the water supply pipe 19 are provided, and the first underwater electromagnetic valve 12, the second underwater electromagnetic valve 17, and the third underwater electromagnetic valve 20 are controlled to be opened and closed by the control unit 28. River water was stored in the water tank 7 and river water was supplied from the water tank 7 to the water purification tank 26. The water pipes 11 and 15 and the water pipe 19 were adjusted with the underwater solenoid valves 12, 16, and 20, respectively. Instead of the valves 13, 17 and 21, the control unit 28 can adjust the opening / closing amount freely. Mounting a reservoir of river water in water tank 7 may be more finely controlled water supply river water into purified water tank 26 from the water tank 7.

また、前記実施例では、第1水質計8と第2水質計9との少なくともいずれか一方で河川を流れている河川水の水質が許容基準値を越えていることを検知すると、制御部28が各貯水部7a,7bの第1水中電磁弁12、第2水中電磁弁16及び第3水中電磁弁20を閉塞し、逆洗作用により濾過部5に残留した濾物を河川2の下流に流したが、配水タンク31に一般家庭等に配水する飲料水が十分に余裕を持って貯水されている場合には、例えば、第1水質計8及び第2水質計9で検知される水質に拘らず、夜間等の水の使用量が少ない時間帯に各貯水部7a,7bの第3水中電磁弁20を閉塞して各貯水部7a,7b内を満水とし、各貯水部7a,7bに貯水しきれなかった濾過部5に浸透している河川水を利用して濾過槽5に逆洗作用を生じさせるようにしてもよい。   In the embodiment, when it is detected that the quality of the river water flowing through the river exceeds one of the first water quality meter 8 and the second water quality meter 9, the control unit 28 Closes the first submersible solenoid valve 12, the second submersible solenoid valve 16 and the third submersible solenoid valve 20 of each water storage section 7a, 7b, and the residue remaining in the filtration section 5 by the backwashing action is placed downstream of the river 2. However, when the drinking water distributed to the general household is stored in the water distribution tank 31 with a sufficient margin, for example, the water quality detected by the first water quality meter 8 and the second water quality meter 9 Regardless of the amount of water used at night or the like, the third underwater solenoid valve 20 of each of the water storage units 7a, 7b is closed to fill the water storage units 7a, 7b with water. Backwashing action on the filtration tank 5 using river water penetrating into the filtration part 5 which could not be stored. It may be causing.

1 ダム
2 河川
4 河川底
5 濾過部
5a 自然石層
5b 洗砂層
5c 荒砂層
5d 豆砂利層
5e 玉砂利層
7 貯水槽
9 第2水質計(検知部)
10 第1集水管(第1集水部)
10a 細孔
12 第1水中電磁弁(弁体)
14 第2集水管(第2集水部)
14a 細孔
16 第2水中電磁弁(弁体)
19 給水管
20 第3水中電磁弁
26 浄水槽
28 制御部
DESCRIPTION OF SYMBOLS 1 Dam 2 River 4 River bottom 5 Filtration part 5a Natural stone layer 5b Washed sand layer 5c Rough sand layer 5d Bean gravel layer 5e Gravel layer 7 Water tank 9 Second water quality meter (detection part)
10 1st water collecting pipe (1st water collecting part)
10a Pore 12 First submersible solenoid valve (valve)
14 Second water collecting pipe (second water collecting section)
14a Pore 16 Second underwater solenoid valve (valve)
19 Water supply pipe 20 3rd submersible solenoid valve 26 Water purification tank 28 Control part

Claims (5)

河川底に埋設される貯水槽と、該貯水槽の周囲に設けられるとともに、河川水を浸透させることで河川水から濾物を分離して濾過する濾過部と、該濾過部で濾過された河川水を前記貯水槽に貯水する集水部と、前記集水部から前記貯水槽への河川水の流れの開閉を行う弁体と、該弁体の開閉制御を行う制御部と、を備え、
前記制御部が前記弁体を閉塞することで、前記濾過部にて、河川水から分離した濾物を前記濾過部から剥離させる逆洗作用を生じさせることを特徴とする河川における取水装置。
A water tank buried at the bottom of the river, a filtration part that is provided around the water tank and separates and filters the filtrate from the river water by permeating the river water, and a river filtered by the filtration part A water collecting section for storing water in the water storage tank, a valve body for opening and closing the flow of river water from the water collecting section to the water storage tank, and a control section for performing opening and closing control of the valve body,
The water intake device in a river, wherein the control unit closes the valve body to cause a backwashing action in which the filtrate separated from the river water is separated from the filter unit in the filter unit.
前記河川における前記貯水槽よりも上流側に河川水の水質を検知する検知部を備え、前記制御部は、前記検知部で検知されている河川水の水質が許容基準値を超えると前記弁体を閉塞することを特徴とする請求項1に記載の河川における取水装置。   A detection unit that detects the quality of river water upstream of the water storage tank in the river is provided, and the control unit detects the valve body when the quality of the river water detected by the detection unit exceeds an allowable reference value. The water intake device in a river according to claim 1, wherein the water intake device is closed. 前記集水部は、前記貯水槽の上部に配置された第1集水部と、前記貯水槽の側部に配置された第2集水部と、から構成されていることを特徴とする請求項1または2に記載の河川における取水装置。   The said water collection part is comprised from the 1st water collection part arrange | positioned at the upper part of the said water tank, and the 2nd water collection part arrange | positioned at the side part of the said water tank. Item 1. A water intake device in a river according to item 1 or 2. 前記濾過部は、上部の砂層及び下部の砂利層とから構成され、河川水は、前記濾過部の下部に配置された多数の細孔を介して前記貯水槽に貯水されることを特徴とする請求項1ないし3のいずれかに記載の河川における取水装置。   The filtration unit includes an upper sand layer and a lower gravel layer, and the river water is stored in the water storage tank through a plurality of pores arranged at the lower part of the filtration unit. The water intake device in the river according to any one of claims 1 to 3. 前記貯水槽は、河川に設けられたダムよりも上流側で埋設されていることを特徴とする請求項1ないし4のいずれかに記載の河川における取水装置。   The water intake apparatus for a river according to any one of claims 1 to 4, wherein the water storage tank is buried upstream of a dam provided in the river.
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