JP2011140797A - Water intake device - Google Patents

Water intake device Download PDF

Info

Publication number
JP2011140797A
JP2011140797A JP2010001751A JP2010001751A JP2011140797A JP 2011140797 A JP2011140797 A JP 2011140797A JP 2010001751 A JP2010001751 A JP 2010001751A JP 2010001751 A JP2010001751 A JP 2010001751A JP 2011140797 A JP2011140797 A JP 2011140797A
Authority
JP
Japan
Prior art keywords
water
opening
intake
water intake
water level
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2010001751A
Other languages
Japanese (ja)
Other versions
JP5025740B2 (en
Inventor
Hiroyuki Maita
裕之 舞田
Yasushi Asama
康史 浅間
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chugoku Electric Power Co Inc
Original Assignee
Chugoku Electric Power Co Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chugoku Electric Power Co Inc filed Critical Chugoku Electric Power Co Inc
Priority to JP2010001751A priority Critical patent/JP5025740B2/en
Publication of JP2011140797A publication Critical patent/JP2011140797A/en
Application granted granted Critical
Publication of JP5025740B2 publication Critical patent/JP5025740B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To maintain a water intake quantity at an intake port at a predetermined quantity or less. <P>SOLUTION: The water intake device 1 to be disposed in a water channel to maintain the water intake quantity at the intake port 2 at a predetermined quantity or less includes an intake body 11 having an opening portion 112 disposed on the upstream side of the water channel; a valve element 12 capable of opening and closing the opening portion 112; and a movable body 13 connected to the valve element 12 to be vertically movable according to change in water level of the water channel. When the water level of the water channel is a general water level La or less, the valve element 12 is fully opened relative to the opening portion 112 by the dead weight of the movable body 13, and when the water level of the water channel is a set water level Lb or more, the valve element 12 is fully closed relative to the opening portion 112 by the buoyancy of the movable body 13, whereby the opening/closing of the opening portion 112 is adjusted to maintain the water intake quantity at the predetermined quantity or less. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

この発明は、渓流などの小規模な水路に配置する取水装置であって、取水口における取水量を所定量以下に保持する取水装置に関する。   The present invention relates to a water intake device that is disposed in a small water channel such as a mountain stream, and relates to a water intake device that holds a water intake amount at a water intake at a predetermined amount or less.

河川における水利使用に関しては、農業用水や、水力発電所などで使用する発電用水などに使用目的が限定され、取水量などについて河川管理者の許可が必要であることが法令等で定められている。そのため、法令を順守し所定量(許可取水量)を超過しないよう、河川からの取水量を制御する必要がある。そこで、大規模な河川では、取水口ゲートが電動化され、水位に応じて取水口の開閉が調節され、取水量が制御されている。一方、小規模な河川(渓流など)では、電源を確保することが困難であるため、手動で取水口ゲートの開度を調節し、取水量を制御する必要がある。   Regarding the use of water in rivers, laws and regulations stipulate that the purpose of use is limited to agricultural water and power generation water used at hydroelectric power plants, etc. . Therefore, it is necessary to control the amount of water taken from the river so that it complies with the law and does not exceed the prescribed amount (permitted water intake). Therefore, in large rivers, the intake gate is motorized, and the opening and closing of the intake is adjusted according to the water level to control the intake volume. On the other hand, since it is difficult to secure a power source in a small river (such as a mountain stream), it is necessary to manually adjust the opening of the intake gate to control the intake amount.

そこで、所定の水位が検出された場合に止水し、取水量が超過しないようにするための取水装置に関する技術が提案されている(例えば、特許文献1参照。)。この取水装置は、水田に配設されたフロートによって所定の水位が検出された場合に、ロック部材が移動され止水板が取水口を塞ぐことで取水が停止されるものである。   Then, the technique regarding the water intake apparatus for stopping water when a predetermined water level is detected, and preventing the amount of water intake from exceeding is proposed (for example, refer patent document 1). In this water intake device, when a predetermined water level is detected by a float disposed in a paddy field, the lock member is moved, and the water stop plate closes the water intake port to stop water intake.

特開2005−113549号公報JP 2005-113549 A

しかしながら、この取水装置では、所定の水位が検出され止水された後、再び水位が下がった場合に、取水を再開するためには、作業者が取水装置の設置現場に行って、止水板を持ち上げロック部材をセットする必要があった。つまり、河川の水位に応じて取水口を開閉させ、自動で取水と取水の停止を切り替えることはできないものであった。したがって、所定の水位が検出され止水された後、水位が下がった場合であっても取水を再開するまでにタイムラグが生じてしまい、取水できない時間が長期化してしまうので、河川水の有効活用が十分にはできないものであった。   However, in this water intake device, in order to resume water intake when the water level drops again after the predetermined water level is detected and stopped, an operator goes to the installation site of the water intake device and stops the water stop plate. It was necessary to lift up and set the lock member. In other words, it was impossible to open and close the intake according to the water level of the river and automatically switch between intake and stop of intake. Therefore, after a predetermined water level is detected and stopped, even if the water level drops, there will be a time lag until water intake is resumed, and the time during which water will not be taken will be prolonged. Was not enough.

さらに、従来は、取水口ゲートの開度は、想定される平均的水位に対応して所定量が取得可能に設定されていた。そこで、通常水位以下(渇水時)を想定して取水口ゲートの開度を定めた場合には、設定水位以上(出水時)となると多量の取水により設備保安上の課題や法定の所定量を超過するおそれがあった。一方、洪水水位(洪水時)を考慮して取水口ゲートの開度を定めた場合には、開度は小さく定められることになり、通常水位(通常時)ではごく少量の取水しかできず、結果として目的とする発電量が得られなくなってしまうおそれがあった。   Furthermore, conventionally, the opening of the intake gate has been set such that a predetermined amount can be acquired corresponding to an assumed average water level. Therefore, when the opening of the intake gate is determined assuming that it is below the normal water level (during drought), if the water level is higher than the set water level (when water is discharged), a large amount of water intake will reduce the equipment security issues and legally prescribed amount. There was a risk of exceeding. On the other hand, when the opening of the intake gate is determined in consideration of the flood water level (at the time of flooding), the opening is determined to be small, and only a small amount of water can be taken at the normal water level (normal time) As a result, there is a possibility that the target power generation amount cannot be obtained.

そこで、この発明は、前記の課題を解決し、取水口における取水量を所定量以下に維持し、河川水の有効活用を行うことが可能な取水装置を提供することを目的としている。   Accordingly, an object of the present invention is to solve the above-described problems, and to provide a water intake device capable of effectively utilizing river water while maintaining the water intake amount at a water intake at a predetermined amount or less.

前記の課題を解決するために、請求項1の発明は、水路に配置され、取水口における取水量を所定量以下に保持する取水装置であって、水路の上流側に開口部が配設された取水体と、開口部に対して開閉自在な弁体と、弁体と連結され、水路の水位の変化に応じて上下方向に移動可能な可動体と、を備え、水路の水位が通常水位以下である場合には、可動体の自重によって弁体が開口部に対して全開し、水路の水位が設定水位以上である場合には、可動体の浮力によって弁体が開口部に対して全閉するように、可動体が配設されている、ことを特徴とする。   In order to solve the above-mentioned problem, the invention of claim 1 is a water intake device that is arranged in a water channel and holds the water intake amount at a water intake at a predetermined amount or less, and an opening is disposed on the upstream side of the water channel. A water intake body, a valve body that is openable and closable with respect to the opening, and a movable body that is connected to the valve body and is movable in the vertical direction in accordance with a change in the water level of the water channel. In the following cases, the valve body is fully opened with respect to the opening by the dead weight of the movable body, and when the water level of the water channel is equal to or higher than the set water level, the valve body is fully opened with respect to the opening by the buoyancy of the movable body. A movable body is disposed so as to be closed.

この発明によれば、水路の水位が通常水位以下である場合には、可動体の自重によって弁体が開口部に対して全開し、開口部を介して取水される。一方、水路の水位が設定水位以上になると、可動体の浮力によって弁体が開口部に対して全閉し、取水が停止される。   According to this invention, when the water level in the water channel is equal to or lower than the normal water level, the valve body is fully opened with respect to the opening by the dead weight of the movable body, and water is taken in through the opening. On the other hand, when the water level in the water channel becomes equal to or higher than the set water level, the valve body is fully closed with respect to the opening by the buoyancy of the movable body, and water intake is stopped.

請求項2の発明は、請求項1に記載の取水装置において、開口部の口径は、水路の水位が通常水位以下である場合に取水量が所定量以下となるように設定されている、ことを特徴とする。   The invention according to claim 2 is the water intake device according to claim 1, wherein the diameter of the opening is set so that the water intake amount is not more than a predetermined amount when the water level of the water channel is below the normal water level. It is characterized by.

この発明によれば、水位が通常水位以下では、開口部の取水量、すなわち、取水装置の取水量が水路の水位によらず所定量以下となる。   According to this invention, when the water level is equal to or lower than the normal water level, the water intake amount of the opening, that is, the water intake amount of the water intake device is equal to or lower than the predetermined amount regardless of the water level of the water channel.

請求項3の発明は、請求項1または2のいずれか1項に記載の取水装置において、取水体は、水路の底面より高い位置に配置されるようになっている、ことを特徴とする。   The invention of claim 3 is characterized in that, in the water intake device according to any one of claims 1 and 2, the water intake body is arranged at a position higher than the bottom surface of the water channel.

請求項4の発明は、請求項1から3のいずれか1項に記載の取水装置において、取水体と弁体と可動体とが一体的に配設され、取水口に設置された取水口ゲートに対して一体的に着脱自在となっている、ことを特徴とする。   The invention of claim 4 is the water intake device according to any one of claims 1 to 3, wherein the water intake body, the valve body, and the movable body are integrally disposed, and the water intake gate is installed at the water intake. It is characterized by being detachable as a single unit.

請求項5の発明は、請求項4に記載の取水装置において、取水体の底部を水路の底面に固定具により固定することで取水ゲートに配置されるようになっている、ことを特徴とする。   According to a fifth aspect of the present invention, in the water intake device according to the fourth aspect, the bottom portion of the water intake body is fixed to the bottom surface of the water channel by a fixture, and is arranged at the water intake gate. .

請求項1に記載の発明によれば、水路の水位が通常水位以下では、可動体の自重によって弁体が開口部に対して全開し、開口部を介して取水され、水路の水位が設定水位以上になると、可動体の浮力によって弁体が開口部に対して全閉して取水が停止されるので、水路の水位に応じた適正量の取水をすることができる。このため、水路の水位が設定水位以上になったとしても、確実に法令を順守することができる。さらに、水路の水位の変位に応じて開口が自動で開閉されるため、継続的に取水することができ、取水量のロスがないので、適正な発電量を保つことが可能となる。このため、クリーンエネルギーを有効に利用し、環境負荷の軽減に寄与することが可能となる。また、水路の水位が設定水位以上になると、開口部を全閉し取水を停止するため、開口部の口径の設定は洪水水位を考慮する必要が無く、通常水位のみを想定すればよいので、開口部の口径を大きく設定できる。このため、取水量を適正にすることができるので、適正量の発電量を得ることが可能となる。このようにして、この発明によれば、河川水の有効活用が可能となる。   According to the first aspect of the present invention, when the water level of the water channel is equal to or lower than the normal water level, the valve body is fully opened with respect to the opening by the dead weight of the movable body, and water is taken in through the opening, and the water level of the water channel is set to the set water level If it becomes above, since a valve body will be fully closed with respect to an opening part by the buoyancy of a movable body, water intake will be stopped, and an appropriate amount of water according to the water level of a water channel can be taken. For this reason, even if the water level of a water channel becomes more than a setting water level, a law can be adhered to reliably. Furthermore, since the opening is automatically opened and closed according to the displacement of the water level in the water channel, water can be continuously taken in and there is no loss in the amount of water taken in, so that an appropriate amount of power generation can be maintained. For this reason, it becomes possible to use clean energy effectively and to contribute to reduction of environmental load. In addition, when the water level in the water channel is equal to or higher than the set water level, the opening is fully closed and water intake is stopped.Therefore, the setting of the diameter of the opening does not need to consider the flood water level, and only the normal water level should be assumed. The aperture diameter can be set large. For this reason, since the amount of water intake can be made appropriate, an appropriate amount of power generation can be obtained. Thus, according to the present invention, the river water can be effectively used.

さらに、開口部の口径が大きいので、土砂などによる目詰まりが発生しにくくなり、取水量が減少することが無く、適正な発電量を安定して得ることが可能となる。また、水路の水位が洪水水位(設定水位以上)の場合には開口部が全閉され、土砂などの流入、堆積を防ぐことができるので、土砂などを取り除くメンテナンス作業の負荷を軽減し、維持コストを低減することが可能となる。さらに、弁体の開閉(開口部の開閉)を可動体の自重と浮力とで行い、外部からの動力が不要であるので、電源の有無によらず容易に設置することができる。   Furthermore, since the aperture has a large diameter, clogging due to earth and sand is less likely to occur, and the amount of water intake is not reduced, and an appropriate power generation amount can be stably obtained. In addition, when the water level in the waterway is the flood water level (above the set water level), the opening is fully closed to prevent inflow and accumulation of earth and sand, thus reducing and maintaining the load of maintenance work to remove earth and sand. Costs can be reduced. Furthermore, since the valve body is opened and closed (opening and closing) by the weight of the movable body and buoyancy, and no external power is required, the valve body can be easily installed regardless of the presence or absence of a power source.

請求項2に記載の発明によれば、取水体の開口部の口径が所定の大きさに設定されているので、水路の水位によらず取水量が所定量以下で、所定量を超えることがない。すなわち、確実に法令を順守することができる。   According to the second aspect of the present invention, since the diameter of the opening of the water intake body is set to a predetermined size, the water intake amount is not more than the predetermined amount and may exceed the predetermined amount regardless of the water level of the water channel. Absent. That is, it is possible to ensure compliance with laws and regulations.

請求項3に記載の発明によれば、取水体が水路の底面より高い位置に配置されるようになっているので、開口部にごみや土砂などが流入、堆積しにくく、取水量の減少を抑えることが可能となる。つまり、発電量を維持できるので、クリーンエネルギーを有効に利用することが可能となる。また、土砂などを取り除くための保守作業が不要となり、運用コストも削減できる。   According to the invention described in claim 3, since the water intake body is arranged at a position higher than the bottom surface of the water channel, it is difficult for dust or earth and sand to flow into and accumulate in the opening, thereby reducing the amount of water intake. It becomes possible to suppress. That is, since the power generation amount can be maintained, clean energy can be used effectively. In addition, maintenance work for removing earth and sand is unnecessary, and operation costs can be reduced.

請求項4に記載の発明によれば、取水装置が一体化されているため、工場などで事前に製作、組立、試験などを行った後に、設置現場に運搬し設置すればよく、設置、調整の所要時間を短縮することができる。この結果、設置作業に伴う取水の停止時間が短くなり、発電量の減少を抑えることが可能となる。   According to the fourth aspect of the present invention, since the water intake device is integrated, after manufacturing, assembling, testing, etc. in advance in a factory, etc., it may be transported to the installation site and installed. The required time can be shortened. As a result, the water intake stop time associated with the installation work is shortened, and the reduction in the amount of power generation can be suppressed.

請求項5に記載の発明によれば、既存の取水口ゲートに設置可能で、取水口ゲートの機能を維持できるので、点検時などには従来通り取水口ゲートを開閉することも可能となる。   According to the invention described in claim 5, since it can be installed in an existing intake gate and the function of the intake gate can be maintained, the intake gate can be opened and closed as usual at the time of inspection.

この発明の実施の形態に係る取水装置が設置された状態を示す正面(一部断面)図である。It is a front (partial cross section) figure which shows the state in which the water intake device which concerns on embodiment of this invention was installed. 図1の取水装置を示す正面(一部断面)図である。It is a front (partial cross section) figure which shows the water intake apparatus of FIG. 図1の取水装置を示す正面(一部断面)図である。It is a front (partial cross section) figure which shows the water intake apparatus of FIG.

以下、この発明を図示の実施の形態に基づいて説明する。   The present invention will be described below based on the illustrated embodiments.

図1は、この実施の形態に係る取水装置1が設置された状態を示す正面(一部断面)図である。この図において、符号Laは水路の水位が通常水位である場合を示し、符号Lbは水路の水位が設定水位である場合を示し、符号Lcは水路の水位が洪水水位である場合を示している。   FIG. 1 is a front (partial cross-sectional) view showing a state in which a water intake device 1 according to this embodiment is installed. In this figure, the symbol La indicates the case where the water level of the water channel is the normal water level, the symbol Lb indicates the case where the water level of the water channel is the set water level, and the symbol Lc indicates the case where the water level of the water channel is the flood water level. .

取水装置1は、例えば、水力発電所において小規模な水路の取水口2から取水するための装置であって、主として、図2に示すように、水路から水を取り込む取水体11と、取水体11の取水を制御する弁体12と、弁体12の開口部112に対する開閉を調節する動力源である可動体13と、弁体12と可動体13とを連結し、可動体13の上下動を弁体12へ伝達する連結体14と、弁体12などが配設される枠体16とが一体的に配設され、構成されている。この実施の形態では、取水装置1が配設される水路の流量は、例えば、略0.05m/sの小規模な河川などの水路を想定している。 The water intake device 1 is, for example, a device for taking water from a water intake 2 of a small water channel in a hydroelectric power plant, and mainly, as shown in FIG. 2, a water intake body 11 for taking water from the water channel, and a water intake body 11 is connected to the valve body 12 that controls the intake of water 11, the movable body 13 that is a power source that adjusts the opening and closing of the valve body 12 with respect to the opening 112, and the movable body 13 is moved up and down. Is connected to the valve body 12 and a frame body 16 on which the valve body 12 and the like are disposed is integrally formed. In this embodiment, the flow rate of the water channel in which the water intake device 1 is disposed assumes a water channel such as a small river of about 0.05 m 3 / s.

取水体11は、主として、水路の上流側に開口部112が配設された取水管111と、取水管111を支持する支持体113と、支持体113が載置される底板114とを備えている。取水管111は、長さが略数10cm〜数mの丸管で、開口部112が水路の上流側になるように、つまり、取水管111の軸方向が流水方向と一致するように配置されている。開口部112は、水路の水位が通常水位La以下の場合に、取水量が所定量以下、つまり許可取水量(法定量)以下となるように、その口径が設定されている。この実施の形態では、開口部112の口径は、例えば、略10cm〜20cmに設定されている。また、開口部112は、開口部112と取水管111との上位のなす角が鋭角となるように傾斜した断面に設定されている。   The intake body 11 mainly includes an intake pipe 111 having an opening 112 disposed on the upstream side of the water channel, a support body 113 that supports the intake pipe 111, and a bottom plate 114 on which the support body 113 is placed. Yes. The intake pipe 111 is a round pipe having a length of about several tens of centimeters to several meters, and is arranged so that the opening 112 is on the upstream side of the water channel, that is, the axial direction of the intake pipe 111 coincides with the flowing water direction. ing. The diameter of the opening 112 is set so that when the water level in the water channel is equal to or lower than the normal water level La, the water intake amount is equal to or less than a predetermined amount, that is, equal to or less than the permitted water intake amount (legal determination). In this embodiment, the aperture 112 has a diameter of, for example, approximately 10 cm to 20 cm. Moreover, the opening part 112 is set to the cross section inclined so that the angle | corner which the upper part of the opening part 112 and the intake pipe 111 makes may become an acute angle.

支持体113は、取水管111を支持するH型鋼で、ウェブの略中央部に取水管111の外径よりわずかに大きい貫通孔を有し、取水管111が貫通された状態で溶接などの固着手段により固着されている。このように、支持体113のウェブの略中央部に取水管111が固定されているため、取水管111は水路の底面4より高い位置に設置されている。また、支持体113の上位フランジには、後述するように取水口ゲート3の下端部が載置されるようになっている。さらに、支持体113の下位フランジは、ボルトなどの固定手段(図示せず)により底板114に固定されている。   The support 113 is an H-shaped steel that supports the intake pipe 111, has a through hole slightly larger than the outer diameter of the intake pipe 111 at a substantially central portion of the web, and is fixed by welding or the like while the intake pipe 111 is penetrated. It is fixed by means. Thus, since the intake pipe 111 is being fixed to the substantially center part of the web of the support body 113, the intake pipe 111 is installed in the position higher than the bottom face 4 of a water channel. Further, the lower end portion of the intake gate 3 is placed on the upper flange of the support 113 as will be described later. Further, the lower flange of the support body 113 is fixed to the bottom plate 114 by fixing means (not shown) such as bolts.

底板114は、鉄板またはコンクリート板などの板状材であり、水路の底面4にアンカーボルトなどの固定手段(図示せず)で固定されるようになっている。また、底板114の開口部112側には、取水管111が貫通された筒状の枠体16が、ボルトなどの固定手段(図示せず)により固定されている。   The bottom plate 114 is a plate-like material such as an iron plate or a concrete plate, and is fixed to the bottom surface 4 of the water channel by a fixing means (not shown) such as an anchor bolt. Further, on the opening 112 side of the bottom plate 114, a cylindrical frame body 16 through which the intake pipe 111 passes is fixed by a fixing means (not shown) such as a bolt.

枠体16は、鉄鋼製などの筒状体で、開口部112側は開口部112の傾斜に沿って傾斜した断面に設定されている。また、枠体16の開口部112側の側面上端部には、連結体14の回転軸143が固定され、枠体16の上面には、連結体14の連結軸141の上下動をガイドするためのガイド孔(図示せず)が形成されている。そして、枠体16の開口部112側には、連結体14を介して弁体12が回動自在に配置されている。   The frame 16 is a cylindrical body made of steel or the like, and the opening 112 side is set to have a cross section inclined along the inclination of the opening 112. In addition, the rotating shaft 143 of the coupling body 14 is fixed to the upper end of the side surface of the frame body 16 on the opening 112 side, and the upper surface of the frame body 16 guides the vertical movement of the coupling shaft 141 of the coupling body 14. A guide hole (not shown) is formed. The valve body 12 is rotatably disposed on the opening 112 side of the frame body 16 via the connecting body 14.

弁体12は、略L字状の板体で、可動体13の上下動に連動して回動可能な重さに設定されている。弁体12の開口部112側には、開口部112を全閉させた際に取水管111への水の流入を防ぐために、開口部112の内径よりもわずかに大きい、ゴム製などの密着部121が配設されている。また、弁体12の直角部に回転軸143が貫通され、弁体12は回転軸143に対して回動自在、すなわち、開口部112に対して回動自在に配置されている。さらに、弁体12の他端部と連結軸141の下端部とが、連結体14の連結具142を介して回動自在に連結され、連結軸141の上端部と可動体13とが連結されている。このようにして、弁体12と可動体13とは、連結体14を介して連結されている。ここで、弁体12は回転軸143を軸にして回動するので、てこの原理を利用して、可動体13の上下動距離を大きくすることで、弁体12に働く力は大きくなり、開口部112に対する開閉がスムーズに行えるようになっている。   The valve body 12 is a substantially L-shaped plate body, and is set to a weight that can rotate in conjunction with the vertical movement of the movable body 13. On the opening 112 side of the valve body 12, in order to prevent the inflow of water into the water intake pipe 111 when the opening 112 is fully closed, a close contact portion made of rubber or the like that is slightly larger than the inner diameter of the opening 112 121 is disposed. In addition, a rotating shaft 143 passes through a right angle portion of the valve body 12, and the valve body 12 is arranged to be rotatable with respect to the rotating shaft 143, that is, to be rotatable with respect to the opening 112. Further, the other end portion of the valve body 12 and the lower end portion of the connecting shaft 141 are rotatably connected via a connecting tool 142 of the connecting body 14, and the upper end portion of the connecting shaft 141 and the movable body 13 are connected. ing. In this way, the valve body 12 and the movable body 13 are connected via the connecting body 14. Here, since the valve body 12 rotates about the rotation shaft 143, the force acting on the valve body 12 is increased by increasing the vertical movement distance of the movable body 13 using the lever principle. The opening 112 can be smoothly opened and closed.

可動体13は、水に浮く中空の立方体であって、この実施の形態では、大きさは略0.125m(一辺が略0.5m)〜数mを想定している。また、可動体13は水路の水位に応じて上下動するが、可動体13が下死点に位置するとき、開口部112を全開し、上死点に位置するとき、開口部112が全閉するように設定されている。可動体13の上下動の範囲は、連結体14の連結具142が枠体16に当接することで、その上死点が規定され、連結具142が枠体16の側面に配設されたストッパー15に当接することで、その下死点が規定される。 The movable body 13 is a hollow cube floating in water, and in this embodiment, the size is assumed to be approximately 0.125 m 3 (one side is approximately 0.5 m) to several m 3 . The movable body 13 moves up and down according to the water level of the water channel. When the movable body 13 is located at the bottom dead center, the opening 112 is fully opened. When the movable body 13 is located at the top dead center, the opening 112 is fully closed. It is set to be. The range of vertical movement of the movable body 13 is such that the top dead center is defined by the connection tool 142 of the connection body 14 coming into contact with the frame body 16, and the stopper is provided on the side surface of the frame body 16. The bottom dead center is defined by contacting 15.

このような可動体13は、水路の水位が通常水位La以下である場合には、全体が水面上に位置するように設定され、水路の水位が設定水位Lb以上である場合には、略全体が水中に位置して浮くように設定されている。こうした可動体13の位置は、可動体13の重さWと、水中部分の体積Vとの関係で設定されている。ここで、可動体13の質量をM、水の密度をρ、重力加速度をgとすると、可動体13の重さWは、
W=Mg
となり、可動体13に働く浮力Fは、
F=ρVg
となる。また、弁体12が開口部112に対して全閉している状態から、全開になるためには、開口部112に作用する水圧を考慮する必要がある。ここで、図3に示すように、開口部112の断面積をA、開口部112の中心の水面からの深さをh、回転軸143から開口部112の中心までの距離をl、連結具142と回転軸143との距離をlとすると、全閉時に弁体12(開口部112)を開けるに要する力(開弁力)Pは、
P=ρhAg(l/l
となる。
Such a movable body 13 is set so that the entirety of the water channel is positioned on the water surface when the water level of the water channel is equal to or lower than the normal water level La, and substantially the whole when the water level of the water channel is equal to or higher than the set water level Lb. Is set to float in the water. The position of the movable body 13 is set by the relationship between the weight W of the movable body 13 and the volume V of the underwater portion. Here, when the mass of the movable body 13 is M, the density of water is ρ, and the acceleration of gravity is g, the weight W of the movable body 13 is
W = Mg
The buoyancy F acting on the movable body 13 is
F = ρVg
It becomes. Further, in order to fully open the valve body 12 from the fully closed state with respect to the opening 112, it is necessary to consider the water pressure acting on the opening 112. Here, as shown in FIG. 3, the sectional area of the opening 112 is A, the depth from the center of the opening 112 from the water surface is h, the distance from the rotary shaft 143 to the center of the opening 112 is l 1 , When the distance between the tool 142 and the rotary shaft 143 and l 2, the force required to open the valve 12 (opening 112) to the fully closed (valve opening force) P is
P = ρhAg (l 1 / l 2 )
It becomes.

そして、水路の水位が通常水位La以下である場合には、可動体13は空中にあり、可動体13に働く下向きの力f1は、
f1=W=Mg
となる。ここで、f1と開弁力Pの関係は、
P<f1
すなわち、
ρhAg(l/l)<Mg
となる必要がある。したがって、水路の水位が通常水位La以下である場合には、可動体13の重さWは弁体12を開口部112に対して全開するのに十分な重さとなるように、可動体13の質量Mを設定する必要がある。ここで、開弁力Pを要するのは、水路の水位が設定水位Lb以上となり弁体12が開口部112に対して全閉した後、再び水路の水位が通常水位La以下となり弁体12が開口部112に対して全開しようとする場合である。
And when the water level of the water channel is below the normal water level La, the movable body 13 is in the air, and the downward force f1 acting on the movable body 13 is
f1 = W = Mg
It becomes. Here, the relationship between f1 and the valve opening force P is
P <f1
That is,
ρhAg (l 1 / l 2 ) <Mg
It is necessary to become. Therefore, when the water level in the water channel is equal to or lower than the normal water level La, the weight W of the movable body 13 is sufficient to fully open the valve body 12 with respect to the opening 112. It is necessary to set the mass M. Here, the valve opening force P is required because the water level in the water channel becomes equal to or higher than the set water level Lb and the valve body 12 is fully closed with respect to the opening 112, and then the water level in the water channel again becomes the normal water level La or lower. This is a case where the opening 112 is to be fully opened.

また、水路の水位が設定水位Lb以上である場合には、可動体13の水中部分の体積をVとすると、可動体13の重さWと浮力Fの関係は、
F>W
すなわち、
ρVg>Mg
となる必要があり、可動体13に働く上向きの力f2は、
f2=(ρV−M)g
となる。したがって、水路の水位が設定水位Lb以上である場合には、可動体13に働く浮力Fが弁体12を開口部112に対して全閉するのに十分な大きさとなるように、可動体13の体積Vを設定する必要がある。そして、これらの関係を満たすように、可動体13の質量Mと体積Vとが設定されている。
When the water level in the water channel is equal to or higher than the set water level Lb, and the volume of the underwater portion of the movable body 13 is Vb , the relationship between the weight W of the movable body 13 and the buoyancy F is
F> W
That is,
ρV b g> Mg
The upward force f2 acting on the movable body 13 is
f2 = (ρV b −M) g
It becomes. Therefore, when the water level in the water channel is equal to or higher than the set water level Lb, the movable body 13 is set so that the buoyancy F acting on the movable body 13 is sufficiently large to fully close the valve body 12 with respect to the opening 112. It is necessary to set the volume V. The mass M and volume V of the movable body 13 are set so as to satisfy these relationships.

次に、このような構成の取水装置1の設置方法および動作について説明する。   Next, the installation method and operation | movement of the water intake apparatus 1 of such a structure are demonstrated.

取水装置1は、事前に工場などで組み立てられ、動作の試験や調整などを行った後に、設置現場へ運搬される。設置現場では、既存の取水口ゲート3を取水装置1が入る程度にまで開口する。そして、支持体113の上位フランジを取水口ゲート3の直下に配置し、底板114を水路の底面4のコンクリートにアンカーボルトなどで固定する(図示せず)。そして、取水口ゲート3を支持体113の上位フランジと密着するように閉じる。このようにして、取水装置1は、取水口2に設置された取水口ゲート3に対して、一体的かつ着脱自在に配設される。   The water intake device 1 is assembled in advance at a factory or the like, and is transported to an installation site after performing operation tests and adjustments. At the installation site, the existing water intake gate 3 is opened to the extent that the water intake device 1 can enter. Then, the upper flange of the support 113 is disposed directly below the water gate 3 and the bottom plate 114 is fixed to the concrete on the bottom surface 4 of the water channel with anchor bolts (not shown). Then, the intake gate 3 is closed so as to be in close contact with the upper flange of the support 113. In this way, the water intake device 1 is disposed integrally and detachably with respect to the water intake gate 3 installed at the water intake 2.

そして、水路の水位が通常水位La以下である場合、可動体13は全体が水面上に位置しており、可動体13には自重により下向きの力が働いている。可動体13に働く下向きの力は、連結体14を介して弁体12に伝達され、弁体12は回転軸143を軸として開口部112から離れる方向に回動する。このようにして、弁体12は開口部112に対して全開となり、開口部112を介して適正量が取水されるようになる。   And when the water level of a water channel is below the normal water level La, the whole movable body 13 is located on the water surface, and the downward force acts on the movable body 13 by dead weight. The downward force acting on the movable body 13 is transmitted to the valve body 12 via the connecting body 14, and the valve body 12 rotates about the rotation shaft 143 in a direction away from the opening 112. In this way, the valve body 12 is fully opened with respect to the opening 112, and an appropriate amount of water is drawn through the opening 112.

次に、水路の水位が設定水位Lb以上となった場合、可動体13は略全体が水中に位置し、可動体13には浮力により上向きの力が働いている。可動体13に働く上向きの力は、連結体14を介して弁体12に伝達され、弁体12は回転軸143を軸として開口部112へ近づく方向に回動する。このようにして、弁体12は開口部112に対して全閉となり、開口部112からの取水が停止される。   Next, when the water level in the water channel becomes equal to or higher than the set water level Lb, the movable body 13 is almost entirely located in water, and an upward force is exerted on the movable body 13 by buoyancy. The upward force acting on the movable body 13 is transmitted to the valve body 12 via the connecting body 14, and the valve body 12 rotates in a direction approaching the opening 112 around the rotation shaft 143. Thus, the valve body 12 is fully closed with respect to the opening 112, and water intake from the opening 112 is stopped.

その後、再び水路の水位が通常水位La以下となった場合には、同様にして可動体13は全体が水面上に位置し、弁体12は開口部112に対して全開し、開口部112を介して取水が再開されるようになる。このようにして、水路の水位の変化に応じた可動体13の上下動に連動して弁体12が回動し、開口部112の開閉が調節される。一方、水路の水位が通常水位Laよりも高く設定水位Lb未満の場合には、弁体12が開口部112に対して一部開いた状態となり、その取水量が許可取水量以下となる。   Thereafter, when the water level in the water channel again becomes equal to or lower than the normal water level La, similarly, the entire movable body 13 is positioned on the water surface, the valve body 12 is fully opened with respect to the opening 112, and the opening 112 is opened. The water intake will be resumed. In this way, the valve body 12 is rotated in conjunction with the vertical movement of the movable body 13 according to the change in the water level of the water channel, and the opening / closing of the opening 112 is adjusted. On the other hand, when the water level in the water channel is higher than the normal water level La and lower than the set water level Lb, the valve body 12 is partially opened with respect to the opening 112, and the water intake amount is equal to or less than the permitted water intake amount.

以上のように、この取水装置1によれば、水路の水位が通常水位La以下である場合には、開口部112を介して取水が行われ、水路の水位が設定水位Lb以上になると、開口部112が全閉して取水が停止されるので、取水量を所定量以下に保ちつつ、河川水の有効活用を行うことができる。このため、確実に法令を順守することが可能となる。また、水路の水位が設定水位Lb以上である場合には、開口部112を全閉し取水を停止するので、開口部112の口径は洪水時を考慮する必要がなく大きく設定できる。つまり、適正な最大限の取水量を確保できるので、適正な最大限の発電量を得ることが可能となる。このため、クリーンエネルギーを有効に利用することが可能となり、環境負荷の軽減に寄与することが可能となる。また、開口部112の口径を大きくすると、土砂などによる目詰まりが発生しにくくなり、取水量が減少することが無く、発電量を安定して得ることが可能となる。さらに、水路の水位が洪水水位Lcである場合にも、開口部112が全閉され取水が停止されるので、取水体11への土砂などの流入、堆積を防ぐことができる。このため、土砂の除去などのメンテナンス作業の負荷を軽減することが可能となる。   As described above, according to the water intake device 1, when the water level in the water channel is equal to or lower than the normal water level La, water is taken in through the opening 112, and when the water level in the water channel is equal to or higher than the set water level Lb, Since the part 112 is fully closed and water intake is stopped, the river water can be effectively utilized while keeping the water intake amount below a predetermined amount. For this reason, it becomes possible to ensure compliance with laws and regulations. Further, when the water level in the water channel is equal to or higher than the set water level Lb, the opening 112 is fully closed and water intake is stopped, so that the diameter of the opening 112 can be set large without having to consider the time of flooding. In other words, since it is possible to secure an appropriate maximum amount of water intake, it is possible to obtain an appropriate maximum amount of power generation. For this reason, it becomes possible to use clean energy effectively, and it can contribute to reduction of an environmental load. Further, when the diameter of the opening 112 is increased, clogging due to earth and sand is less likely to occur, the amount of water intake is not reduced, and the power generation amount can be stably obtained. Furthermore, even when the water level of the water channel is the flood water level Lc, the opening 112 is fully closed and water intake is stopped, so that inflow and accumulation of earth and sand to the water intake body 11 can be prevented. For this reason, it becomes possible to reduce the load of maintenance work, such as removal of earth and sand.

また、弁体12の開閉(開口部112の開閉)を可動体13の自重と浮力とによって行い、外部からの動力が不要であるので、電源の有無によらず多様な環境下の取水口2に設置することが可能となる。さらに、取水体11は水路の底面4からかさ上げされているので、開口部112にごみや土砂が堆積しにくく、取水量の減少を抑えることが可能となる。つまり、発電量を維持できるので、クリーンエネルギーを有効に利用することが可能となる。また、土砂などを取り除くメンテナンス作業などが不要となり、運用コストを削減できる。   In addition, since the valve body 12 is opened and closed (opening and closing of the opening 112) by the weight and buoyancy of the movable body 13 and no external power is required, the water intake 2 under various environments regardless of the presence or absence of a power source. It becomes possible to install in. Furthermore, since the water intake body 11 is raised from the bottom surface 4 of the water channel, it is difficult for dirt and earth and sand to accumulate in the opening 112, and a reduction in the amount of water intake can be suppressed. That is, since the power generation amount can be maintained, clean energy can be used effectively. In addition, maintenance work for removing earth and sand is not required, and operation costs can be reduced.

さらに、既存の取水口ゲート3をそのままにして取水装置1を設置するため、取水口ゲート3の改良工事などを行う必要がなく、また、取水口2の点検時などには、従来通り取水口ゲート3を開閉することが可能となり、点検、保守作業を容易に行うことができる。また、取水装置1は一体化(ユニット化)されており、工場などで組み立てを行った状態で設置現場へ運び、設置現場では簡単な作業で設置可能であるので、取水口2における設置工事に要する時間を短縮することが可能となる。すなわち、設置工事に伴う取水口2の取水停止時間を短縮することができるので、発電量の減少を最小限に抑えることが可能となる。   Furthermore, since the water intake device 1 is installed with the existing water intake gate 3 as it is, there is no need to improve the water intake gate 3 and when the water intake 2 is inspected, the water intake is maintained as before. The gate 3 can be opened and closed, and inspection and maintenance work can be easily performed. In addition, since the water intake device 1 is integrated (unitized), it can be transported to the installation site in an assembled state at a factory or the like, and can be installed with simple work on the installation site. It is possible to shorten the time required. That is, since the water intake stop time of the water intake port 2 associated with the installation work can be shortened, it is possible to minimize the decrease in the amount of power generation.

以上、この発明の実施の形態について説明したが、具体的な構成は、上記の実施の形態に限られるものではなく、この発明の要旨を逸脱しない範囲の設計の変更等があっても、この発明に含まれる。例えば、上記の実施の形態では、一体化された取水装置1について説明したが、取水装置1は一体化されていなくてもよい。また、弁体12は開口部112の上方で枠体16に配設されているが、開口部112の下方や側方で枠体16に配設するようにしてもよい。さらに、可動体13は、直方体や球体などでもよく、また、中空ではなく、発泡材などの軽い材料(例えば、発泡ポリスチレン。)で構成してもよい。さらには、可動体13の重さWを調節するために、おもりを配置してもよい。また、連結体14は、ラック・アンド・ピニオン機構などの他の伝達機構であってもよい。   Although the embodiment of the present invention has been described above, the specific configuration is not limited to the above embodiment, and even if there is a design change or the like without departing from the gist of the present invention, Included in the invention. For example, in the above embodiment, the integrated water intake device 1 has been described, but the water intake device 1 may not be integrated. Further, although the valve body 12 is disposed on the frame body 16 above the opening 112, the valve body 12 may be disposed on the frame body 16 below or on the side of the opening 112. Furthermore, the movable body 13 may be a rectangular parallelepiped, a sphere, or the like, and may be formed of a light material such as a foam material (for example, expanded polystyrene) instead of being hollow. Furthermore, a weight may be arranged to adjust the weight W of the movable body 13. Further, the coupling body 14 may be another transmission mechanism such as a rack and pinion mechanism.

1 取水装置
2 取水口
3 取水口ゲート
11 取水体
12 弁体
13 可動体
14 連結体
112 開口部
La 通常水位
Lb 設定水位
Lc 洪水水位(最高水位)
DESCRIPTION OF SYMBOLS 1 Intake device 2 Intake port 3 Intake port gate 11 Intake body 12 Valve body 13 Movable body 14 Connection body 112 Opening part La Normal water level Lb Set water level Lc Flood water level (highest water level)

Claims (5)

水路に配置され、取水口における取水量を所定量以下に保持する取水装置であって、
前記水路の上流側に開口部が配設された取水体と、
前記開口部に対して開閉自在な弁体と、
前記弁体と連結され、前記水路の水位の変化に応じて上下方向に移動可能な可動体と、を備え、
前記水路の水位が通常水位以下である場合には、前記可動体の自重によって前記弁体が前記開口部に対して全開し、前記水路の水位が設定水位以上である場合には、前記可動体の浮力によって前記弁体が前記開口部に対して全閉するように、前記可動体が配設されている、ことを特徴とする取水装置。
A water intake device that is arranged in a water channel and holds a water intake amount at a water intake at a predetermined amount or less,
A water intake body provided with an opening on the upstream side of the water channel;
A valve body that can be opened and closed with respect to the opening;
A movable body connected to the valve body and movable in the vertical direction in accordance with a change in the water level of the water channel,
When the water level of the water channel is equal to or lower than the normal water level, the valve body is fully opened with respect to the opening by its own weight, and when the water level of the water channel is equal to or higher than a set water level, the movable body The water intake apparatus is characterized in that the movable body is disposed so that the valve body is fully closed with respect to the opening by buoyancy.
前記開口部の口径は、前記水路の水位が通常水位以下である場合に取水量が所定量以下となるように設定されている、ことを特徴とする請求項1に記載の取水装置。   2. The water intake device according to claim 1, wherein a diameter of the opening is set so that a water intake amount is a predetermined amount or less when a water level of the water channel is a normal water level or less. 前記取水体は、前記水路の底面より高い位置に配置されるようになっている、ことを特徴とする請求項1または2のいずれか1項に記載の取水装置。   The water intake device according to claim 1, wherein the water intake body is arranged at a position higher than a bottom surface of the water channel. 前記取水体と前記弁体と前記可動体とが一体的に配設され、前記取水口に設置された取水口ゲートに対して一体的に着脱自在となっている、ことを特徴とする請求項1から3のいずれか1項に記載の取水装置。   The said water intake body, the said valve body, and the said movable body are integrally arrange | positioned, It is detachable integrally with respect to the water intake gate installed in the said water intake. The water intake device according to any one of 1 to 3. 前記取水体の底部を前記水路の底面に固定具により固定することで前記取水口ゲートに配置されるようになっている、ことを特徴とする請求項4に記載の取水装置。   The water intake device according to claim 4, wherein the water intake device is arranged at the water intake gate by fixing a bottom portion of the water intake body to a bottom surface of the water channel with a fixture.
JP2010001751A 2010-01-07 2010-01-07 Water intake equipment Expired - Fee Related JP5025740B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010001751A JP5025740B2 (en) 2010-01-07 2010-01-07 Water intake equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010001751A JP5025740B2 (en) 2010-01-07 2010-01-07 Water intake equipment

Publications (2)

Publication Number Publication Date
JP2011140797A true JP2011140797A (en) 2011-07-21
JP5025740B2 JP5025740B2 (en) 2012-09-12

Family

ID=44456832

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010001751A Expired - Fee Related JP5025740B2 (en) 2010-01-07 2010-01-07 Water intake equipment

Country Status (1)

Country Link
JP (1) JP5025740B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012007312A (en) * 2010-06-22 2012-01-12 Chugoku Electric Power Co Inc:The Water intake device
JP2012007313A (en) * 2010-06-22 2012-01-12 Chugoku Electric Power Co Inc:The Water intake device
JP2014015815A (en) * 2012-07-11 2014-01-30 Chugoku Electric Power Co Inc:The Intake device
JP2016078499A (en) * 2014-10-10 2016-05-16 三菱重工交通機器エンジニアリング株式会社 Method for planning installation work for platform door device
KR101899041B1 (en) * 2018-03-02 2018-09-14 주식회사 우승산업 Automatic open type fish way

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63165608A (en) * 1986-12-25 1988-07-08 Nikko Geeto Kk Automatic quantitative wafer diversion device utilizing buoyancy
JPH08128026A (en) * 1994-10-28 1996-05-21 Kurimoto Ltd Overflow weir
JPH1068113A (en) * 1996-08-28 1998-03-10 Shigenori Kumakura Cut-off device of water flow
JPH1094338A (en) * 1996-09-20 1998-04-14 Konno Hosei:Kk Automatic water feeding equipment of paddy field
JP2000008353A (en) * 1998-06-24 2000-01-11 Yukiyoshi Ito Float valve interlocking type constant-flow overflow weir
JP2000017637A (en) * 1998-07-03 2000-01-18 Yukiyoshi Ito Automatic overflow weir using buoyancy
JP2001003339A (en) * 1999-06-25 2001-01-09 Yukiyoshi Ito Overflow weir for constant flow rate
JP2004353197A (en) * 2003-05-27 2004-12-16 Tokyo Electric Power Co Inc:The Discharge or intake device by non-electric source automatic control

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63165608A (en) * 1986-12-25 1988-07-08 Nikko Geeto Kk Automatic quantitative wafer diversion device utilizing buoyancy
JPH08128026A (en) * 1994-10-28 1996-05-21 Kurimoto Ltd Overflow weir
JPH1068113A (en) * 1996-08-28 1998-03-10 Shigenori Kumakura Cut-off device of water flow
JPH1094338A (en) * 1996-09-20 1998-04-14 Konno Hosei:Kk Automatic water feeding equipment of paddy field
JP2000008353A (en) * 1998-06-24 2000-01-11 Yukiyoshi Ito Float valve interlocking type constant-flow overflow weir
JP2000017637A (en) * 1998-07-03 2000-01-18 Yukiyoshi Ito Automatic overflow weir using buoyancy
JP2001003339A (en) * 1999-06-25 2001-01-09 Yukiyoshi Ito Overflow weir for constant flow rate
JP2004353197A (en) * 2003-05-27 2004-12-16 Tokyo Electric Power Co Inc:The Discharge or intake device by non-electric source automatic control

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012007312A (en) * 2010-06-22 2012-01-12 Chugoku Electric Power Co Inc:The Water intake device
JP2012007313A (en) * 2010-06-22 2012-01-12 Chugoku Electric Power Co Inc:The Water intake device
JP2014015815A (en) * 2012-07-11 2014-01-30 Chugoku Electric Power Co Inc:The Intake device
JP2016078499A (en) * 2014-10-10 2016-05-16 三菱重工交通機器エンジニアリング株式会社 Method for planning installation work for platform door device
KR101899041B1 (en) * 2018-03-02 2018-09-14 주식회사 우승산업 Automatic open type fish way

Also Published As

Publication number Publication date
JP5025740B2 (en) 2012-09-12

Similar Documents

Publication Publication Date Title
JP5025740B2 (en) Water intake equipment
KR101351063B1 (en) dust separator for pump and pump gate of one body type having dust separator
KR101146131B1 (en) Using buoyancy for automatic closing pide door devices and method of control
JP5225930B2 (en) Undulating wave breaker
JP6150540B2 (en) Inlet shut-off gate device
JP5708990B2 (en) Sluice closure device
JP2008151151A (en) Low head hydraulic power generation device
JP2016084580A (en) Emergency discharging system, and emergency opening valve used with the same
JP2007314964A (en) Opening/closing structure for cutoff gate
JP2009299308A (en) Back flow preventing structure and drainage facility
KR101257344B1 (en) Non-electric automatic control water door
JP5399325B2 (en) Water intake equipment
JP2010001619A (en) Flap gate, water channel temporary wall, and water channel connection method
JP2007205212A (en) Gate with power generation device
JP5269541B2 (en) Passage gate
KR100963137B1 (en) Apparatus for removing a bad smell
JP5705797B2 (en) Water intake restriction device
CN208309782U (en) A kind of sewer pipe automatic flushing device
JP5399326B2 (en) Water intake equipment
KR20040042669A (en) Apparatus for automatically controlling a water level of dam
JP4741971B2 (en) Intake control device
CN204592320U (en) Horizontal rotary closure gate
JP2010185183A (en) Simplified check gate
KR100959271B1 (en) Movable dam for protecting water level drop at intake channel
JP3979868B2 (en) Structure of special human holes in combined sewers

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120530

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120612

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120619

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150629

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 5025740

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150629

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees