JP2014025236A - Water intake facility - Google Patents

Water intake facility Download PDF

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JP2014025236A
JP2014025236A JP2012165294A JP2012165294A JP2014025236A JP 2014025236 A JP2014025236 A JP 2014025236A JP 2012165294 A JP2012165294 A JP 2012165294A JP 2012165294 A JP2012165294 A JP 2012165294A JP 2014025236 A JP2014025236 A JP 2014025236A
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side wall
shellfish
intake
water intake
wall expansion
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JP6057149B2 (en
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Yasuo Ito
靖男 伊藤
Kengo Nakagawa
賢剛 中川
Yoshiro Kanatsuki
吉郎 金築
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Chugoku Electric Power Co Inc
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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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

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Abstract

PROBLEM TO BE SOLVED: To provide water intake facilities capable of easily and inexpensively preventing the inflow of shellfish into a circulation pump by capturing the shellfish without use of a large-scale device.SOLUTION: Water intake facilities 1 include an intake 11 that is a seawater intake port, a pump tank 12 in which a circulation pump 23 for water supply is installed, and an inlet channel 13 that connects the intake 11 and the pump tank 12 together. An inlet channel side wall 24 immediately in front of a pump tank inlet 21 is provided with a recess-shaped side wall expansion trap 31 that locally decreases a seawater flow velocity to capture and accumulate shellfish 51.

Description

本発明は、海水を送水する循環ポンプに海水を送る取水設備に関する。   The present invention relates to a water intake facility that sends seawater to a circulation pump that feeds seawater.

火力発電所や原子力発電所などの発電所には、発電で使用した蒸気を冷却する復水器へ冷却用の海水を供給する循環ポンプが設けられており、循環ポンプには取水設備を介して海水が供給される。取水設備は、海水の取込み口である取水口と、ポンプ槽と、取水口とポンプ槽とを繋ぐ取水路とを含み、循環ポンプは、取水設備の終端であるポンプ槽に設置される。ポンプ槽に繋がる取水路は、数百〜数千メートルの長さを有し、運転中は常時、海水が貯えられている。   Power plants such as thermal power plants and nuclear power plants are provided with a circulation pump that supplies seawater for cooling to a condenser that cools the steam used for power generation. Seawater is supplied. The intake facility includes an intake port that is an intake port for seawater, a pump tank, and an intake channel that connects the intake port and the pump tank, and the circulation pump is installed in a pump tank that is the end of the intake facility. The intake channel connected to the pump tank has a length of several hundred to several thousand meters, and seawater is always stored during operation.

海水中には、ムラサキイガイやフジツボなどの貝類が生息しており、それらの稚貝が取水路の壁に付着し成長して死滅すると壁から剥がれ落ちる。死滅した貝類は、海水によって運ばれ、取水設備内の海水流速が遅い場所、特に通常、取水路よりも幅広に設計されているポンプ槽に堆積する。貝類の堆積量が増えると流路面積が狭まり海水流速が速くなるため、一定の堆積量を超えると貝類がオーバーフローして最終的にはポンプ槽終端付近に設置されている循環ポンプへ流入する。貝類が循環ポンプへ流入すると、循環ポンプを介して海水といっしょに貝類が復水器へ運ばれ、復水器のチューブ破損を引き起こす。復水器のチューブ破損は、発電の停止につながるためこれを防止することが必要である。通常、取水設備では、循環ポンプの手前にスクリーンを設けて貝類等の流入を防止しているが、貝類が大量になるとスクリーンが目詰まりして運転に支障をきたすことがある。   Shellfish such as blue mussels and barnacles inhabit the sea water, and when these young shellfish grow on the walls of the intake channel and die, they fall off the walls. Dead shellfish are carried by seawater and accumulate in a place where the seawater flow velocity in the intake facility is slow, particularly in a pump tank that is usually designed wider than the intake channel. When the amount of shellfish accumulated increases, the flow path area becomes narrower and the seawater velocity increases, so when a certain amount of sediment is exceeded, the shellfish overflows and eventually flows into a circulation pump installed near the end of the pump tank. When shellfish flow into the circulation pump, the shellfish are transported along with the seawater to the condenser via the circulation pump, causing the tube of the condenser to be damaged. It is necessary to prevent the tube breakage of the condenser because it will stop the power generation. Normally, in the water intake equipment, a screen is provided in front of the circulation pump to prevent the inflow of shellfish and the like. However, when the amount of shellfish becomes large, the screen may become clogged and hinder the operation.

そこで循環ポンプへの貝類流入を防止すべく、ポンプ槽内の貝類を除去する技術やポンプ槽内に貝類を貯留する技術が提案されている。例えば陸上に吸引ポンプを設置し、これと接続されている配管口をポンプ槽に設置し、堆積している貝類を吸引除去する装置がある(例えば特許文献1参照)。またポンプ槽の底部を掘り込んだ貝溜まりを設けて貝類を一定量貯留し、貝類の循環ポンプへの流入を防止する取水設備がある(例えば特許文献2参照)。   In order to prevent shellfish from flowing into the circulation pump, techniques for removing shellfish in the pump tank and techniques for storing shellfish in the pump tank have been proposed. For example, there is a device that installs a suction pump on land, installs a pipe port connected to the pump pump in a pump tank, and sucks and removes accumulated shellfish (see, for example, Patent Document 1). In addition, there is a water intake facility that provides a shell reservoir in which the bottom of the pump tank is dug to store a certain amount of shellfish and prevent the shellfish from flowing into the circulation pump (see, for example, Patent Document 2).

特開平6−88317号公報JP-A-6-88317 特開2011−111866号公報JP 2011-111866 A

特許文献1に記載されている貝類を除去する装置は、大掛かりでさらにそれ自体のメンテナンスが必要となりコストがかかる。また装置が故障した際には取水設備の運転を停止し、堆積している貝類を除去する必要がある。   The apparatus for removing shellfish described in Patent Document 1 is large and requires its own maintenance, which is costly. Also, when the equipment breaks down, it is necessary to stop the operation of the water intake equipment and remove the accumulated shellfish.

特許文献2に記載されているポンプ槽の底部に貝溜まりを設ける取水設備では、貝溜まりを設ける位置が制約され、貝類の貯留量がポンプ槽の大きさに制約される。またポンプ槽内において貝類を回収する作業は、必ずしも容易ではない。   In the water intake equipment provided with a shell reservoir at the bottom of the pump tank described in Patent Document 2, the position where the shell reservoir is provided is restricted, and the amount of shellfish stored is restricted by the size of the pump tank. Moreover, the operation | work which collects shellfish in a pump tank is not necessarily easy.

本発明の目的は、大掛かりな装置を用いることなく貝類を捕捉し、循環ポンプへの貝類流入防止を容易かつ安価に行うことのできる取水設備を提供することである。   An object of the present invention is to provide a water intake facility capable of capturing shellfish without using a large-scale device and preventing shellfish from flowing into a circulation pump easily and inexpensively.

本発明は、海水の取込み口である取水口と、送水用の循環ポンプが設置されたポンプ槽と、前記取水口と前記ポンプ槽とを繋ぐ取水路と、を含む取水設備において、前記取水路側壁の任意の場所に、海水流速を局所的に低下させて貝類を捕捉し堆積させる凹形状の側壁拡張トラップが設けられていることを特徴とする取水設備である。   The present invention relates to a water intake facility including a water intake that is an intake of seawater, a pump tank provided with a circulation pump for water supply, and a water intake path that connects the water intake and the pump tank. The water intake facility is characterized in that a concave side wall expansion trap for trapping and depositing shellfish by locally lowering the seawater flow velocity is provided at an arbitrary location on the side wall.

本発明によれば、海水流速を局所的に低下させて貝類を捕捉し堆積させる凹形状の側壁拡張トラップを設け、ここに貝類を堆積させることができるので、大掛かりな装置を用いることなく、循環ポンプへの貝類流入を容易に防止することができる。また側壁拡張トラップは、取水路側壁の任意の場所に設けることができるので、取水路の構造、形状等に合せ適切な場所に設置すれば効率的に貝類を捕捉し、回収作業も容易となる。   According to the present invention, the concave side wall expansion trap for trapping and depositing shellfish by locally lowering the seawater flow velocity is provided, and shellfish can be deposited here, so that circulation without using a large-scale device is possible. Shellfish inflow to the pump can be easily prevented. In addition, the side wall expansion trap can be provided at any location on the side wall of the intake channel, so if it is installed in an appropriate location according to the structure, shape, etc. of the intake channel, shellfish can be efficiently captured and the recovery operation can be facilitated. .

また本発明は、前記取水設備において、前記側壁拡張トラップは、前記ポンプ槽の入口直前に設けられており、貝類を前記ポンプ槽の入口直前で捕捉することを特徴とする。   Moreover, the present invention is characterized in that, in the water intake facility, the side wall expansion trap is provided immediately before the inlet of the pump tank, and shellfish are captured immediately before the inlet of the pump tank.

本発明によれば、前記側壁拡張トラップは、前記ポンプ槽の入口直前に設けられており、貝類を前記ポンプ槽の入口直前で捕捉するので、前記ポンプ槽への貝類流入を最小限に抑えて前記循環ポンプへの貝類流入を防止することができる。   According to the present invention, the side wall expansion trap is provided immediately before the inlet of the pump tank, and shells are captured immediately before the inlet of the pump tank, so that the inflow of shells into the pump tank is minimized. Shellfish inflow to the circulation pump can be prevented.

また本発明は、前記取水設備において、前記側壁拡張トラップは、平面視において外側の底辺が内側の底辺に比べて短い台形状であり、貝類の回収が容易なことを特徴とする。   Further, the present invention is characterized in that, in the water intake facility, the side wall expansion trap has a trapezoidal shape in which the outer bottom is shorter than the inner bottom in plan view, and shells can be easily recovered.

本発明によれば、前記側壁拡張トラップは、平面視において外側の底辺が内側の底辺に比べて短い台形状であり、貝類の回収が容易であるため、定期的に行われる貝類の回収作業を効率よく実施することができる。   According to the present invention, the side wall expansion trap has a trapezoidal shape in which the outer bottom is shorter than the inner bottom in plan view, and shells are easily collected. It can be carried out efficiently.

また本発明は、前記取水設備において、さらに貝類の堆積量を増やす凹形状の底面拡張トラップが、前記側壁拡張トラップを設けた場所の取水路底面に、前記取水路幅方向にわたって設けられていることを特徴とする。   Further, in the intake system, a concave bottom expansion trap that further increases the amount of shellfish accumulated is provided across the intake channel width direction on the bottom surface of the intake channel where the side wall expansion trap is provided. It is characterized by.

本発明によれば、さらに貝類の堆積量を増やす凹形状の底面拡張トラップが、前記側壁拡張トラップを設けた場所の取水路底面に、前記取水路幅方向にわたって設けられているので、貝類の回収頻度を低減することができる。   According to the present invention, the concave bottom expansion trap that further increases the amount of shellfish accumulated is provided across the intake channel width direction on the bottom surface of the intake channel where the side wall expansion trap is provided. The frequency can be reduced.

また本発明は、前記取水設備において、さらに貝類の流出を防ぐ邪魔板が、前記側壁拡張トラップの下流側の終端部分に前記取水路長手方向と直交し、前記取水路幅方向にわたって設けられ、前記邪魔板の上辺は、海面高さよりも低いことを特徴とする。   Further, in the water intake facility, the baffle plate for preventing the shellfish from flowing out is provided at the downstream end portion of the side wall expansion trap at right angles to the intake channel longitudinal direction, and is provided over the intake channel width direction, The upper side of the baffle plate is characterized by being lower than the sea level.

本発明によれば、さらに貝類の流出を防ぐ邪魔板が、前記側壁拡張トラップの下流側の終端部分に取水路幅方向にわたって設けられているので、貝類が前記側壁拡張トラップを越えて循環ポンプへ流入することを防止することができる。   According to the present invention, the baffle plate for preventing the shellfish from flowing out is provided at the downstream end portion of the side wall expansion trap over the intake channel width direction, so that the shellfish passes over the side wall expansion trap to the circulation pump. Inflow can be prevented.

本発明によれば、大掛かりな装置を用いることなく貝類を捕捉し、循環ポンプへの貝類流入防止を容易かつ安価に行うことができるという効果を奏する。   According to the present invention, it is possible to capture shellfish without using a large-scale device and to prevent shellfish from flowing into the circulation pump easily and inexpensively.

本発明の第1実施形態としての取水設備1の全体構成を示す横断面図である。It is a cross-sectional view which shows the whole structure of the water intake equipment 1 as 1st Embodiment of this invention. 図1の取水設備1の側壁拡張トラップ31近傍の縦断面図である。It is a longitudinal cross-sectional view of the side wall expansion trap 31 vicinity of the water intake equipment 1 of FIG. 本発明の第2実施形態としての取水設備2の取水路13の横断面図である。It is a transverse cross section of intake channel 13 of intake facility 2 as a 2nd embodiment of the present invention. 本発明の第3実施形態としての取水設備3の全体構成を示す横断面図である。It is a cross-sectional view which shows the whole structure of the water intake equipment 3 as 3rd Embodiment of this invention. 本発明の第4実施形態としての取水設備4の側壁拡張トラップ31近傍の縦断面図である。It is a longitudinal cross-sectional view of the side wall expansion trap 31 vicinity of the water intake equipment 4 as 4th Embodiment of this invention. 本発明の第5実施形態としての取水設備5の側壁拡張トラップ31近傍の横断面図である。It is a cross-sectional view near the side wall expansion trap 31 of the water intake facility 5 as the fifth embodiment of the present invention. 図6の取水設備5の側壁拡張トラップ31近傍の縦断面図である。It is a longitudinal cross-sectional view of the side wall expansion trap 31 vicinity of the water intake equipment 5 of FIG.

図1は、本発明の第1実施形態としての取水設備1の全体構成を示す横断面図である。また図2は、図1の取水設備1の側壁拡張トラップ31近傍の縦断面図である。まず取水設備1の全体構成について説明し、その後、貝類51の捕捉、堆積の流れについて説明する。   FIG. 1 is a cross-sectional view showing the overall configuration of a water intake facility 1 as a first embodiment of the present invention. FIG. 2 is a longitudinal sectional view of the vicinity of the side wall expansion trap 31 of the water intake facility 1 of FIG. First, the overall configuration of the water intake facility 1 will be described, and then the flow of catching and depositing shellfish 51 will be described.

取水設備1は、火力発電所(図示省略)の復水器冷却水として使用する海水を取水する設備であって、海水を取込む取水口11と、海水が流れ込むポンプ槽12と、取水口11とポンプ槽12とを繋ぐ取水路13と、を含む。取水口11とポンプ槽12と取水路13とは、一体の構造物である。海水は、取水口11から取水路13を通りポンプ槽12へ流れていく。そして取水路13の側壁には、貝類51を捕捉し、一箇所に集中して堆積させる凹形状の側壁拡張トラップ31が設けられている。   The water intake facility 1 is a facility that takes in seawater used as condenser cooling water for a thermal power plant (not shown), and includes a water intake port 11 for taking in seawater, a pump tank 12 into which seawater flows, and a water intake port 11. And a water intake passage 13 that connects the pump tank 12. The intake port 11, the pump tank 12, and the intake channel 13 are an integral structure. Seawater flows from the intake port 11 through the intake channel 13 to the pump tank 12. The side wall of the intake channel 13 is provided with a concave side wall expansion trap 31 that traps the shellfish 51 and deposits the shellfish 51 in a concentrated manner.

取水口11は、海水の取込み口であり、海に面した場所あるいは海中に設置される。取水口11は、取水路13の基端に接続し海水を取水路13へ導入する。   The intake 11 is an intake of seawater, and is installed in a place facing the sea or in the sea. The intake port 11 is connected to the proximal end of the intake channel 13 and introduces seawater into the intake channel 13.

ポンプ槽12は、取水路13の終端に接続し、ポンプ槽12の終端付近には送水用の循環ポンプ23が設置されている。ポンプ槽12は、循環ポンプ23を設置するため取水路13の終端であるポンプ槽入口21から漸拡的に広がっており、流路断面積が取水路13に対して大きくなっている。そのためポンプ槽12は、取水路13に比べて海水流速が遅く、貝類51が堆積しやすい場所となっている。またポンプ槽12は、90度湾曲した形状をしており、湾曲部内側流路22では海水流速がさらに遅くなるため貝類51が堆積しやすい。   The pump tank 12 is connected to the end of the intake passage 13, and a water circulation pump 23 is installed near the end of the pump tank 12. The pump tank 12 is gradually expanded from the pump tank inlet 21, which is the end of the intake path 13, in order to install the circulation pump 23, and the flow path cross-sectional area is larger than the intake path 13. Therefore, the pump tank 12 is a place where the seawater flow rate is slower than the intake channel 13 and the shellfish 51 is easily deposited. The pump tank 12 has a 90-degree curved shape, and the seawater flow velocity is further reduced in the curved portion inner flow path 22, so that shellfish 51 are likely to accumulate.

循環ポンプ23は、ポンプ槽12の終端付近に設置され、発電所の復水器(図示省略)へ海水を送水する。本実施形態では循環ポンプ23は、2台設置されているが、2台に限定されるものではない。循環ポンプ23は、取水設備1の大きさに応じて1台又は2台以上設置される。   The circulation pump 23 is installed near the end of the pump tank 12 and feeds seawater to a condenser (not shown) of the power plant. In the present embodiment, two circulation pumps 23 are installed, but the number is not limited to two. One or more circulation pumps 23 are installed according to the size of the water intake facility 1.

取水路13は、取水口11とポンプ槽12とを繋ぐ海水の流路であり、縦断面形状が矩形のコンクリート製である。取水路13の大きさは、一例を示すと、幅約3m、高さ約10m、全長は数百〜数千mに渡る。   The intake channel 13 is a seawater channel that connects the intake port 11 and the pump tank 12, and is made of concrete having a rectangular longitudinal section. For example, the intake channel 13 has a width of about 3 m, a height of about 10 m, and a total length of several hundred to several thousand m.

側壁拡張トラップ31は、局所的に流路断面積が大きくなるように取水路側壁24の両側一部分を凹形状に拡張して形成されており、ポンプ槽入口21の直前に設けられている。側壁拡張トラップ31は、ポンプ槽入口21の直前に限定されず任意の場所に設けることができるが、ポンプ槽入口21の直前に設けると取水路13で発生した貝類51が側壁拡張トラップ31を必ず通るため、ポンプ槽12、循環ポンプ23への貝類51の流入を効果的に防止することができる。   The side wall expansion trap 31 is formed by extending a part of each side of the intake channel side wall 24 into a concave shape so that the flow path cross-sectional area locally increases, and is provided immediately before the pump tank inlet 21. The side wall expansion trap 31 is not limited to the position immediately before the pump tank inlet 21 and can be provided at an arbitrary place. Therefore, it is possible to effectively prevent the shellfish 51 from flowing into the pump tank 12 and the circulation pump 23.

取水路の構造上、側壁拡張トラップ31をポンプ槽入口21の直前に設けることができず、ポンプ槽入口21の上流側に側壁拡張トラップ31を設けたような場合には、側壁拡張トラップ31よりも下流側で発生した貝類51は、側壁拡張トラップ31で捕捉されることなくポンプ槽12へ流入する。このような場合、少なくともポンプ槽12へ流入する貝類51の量がポンプ槽12から循環ポンプ23へオーバーフローする量まで達しないように側壁拡張トラップ31の場所を設定する。これにより循環ポンプ23への貝類51の流入を防止することができる。   Due to the structure of the intake channel, the side wall expansion trap 31 cannot be provided immediately before the pump tank inlet 21, and when the side wall expansion trap 31 is provided upstream of the pump tank inlet 21, the side wall expansion trap 31 Also, the shellfish 51 generated on the downstream side flows into the pump tank 12 without being captured by the side wall expansion trap 31. In such a case, the location of the side wall expansion trap 31 is set so that at least the amount of shellfish 51 flowing into the pump tank 12 does not reach the amount that overflows from the pump tank 12 to the circulation pump 23. Thereby, the inflow of the shellfish 51 to the circulation pump 23 can be prevented.

側壁拡張トラップ31の大きさは、貝類51を滞留させる程度に海水流速を遅くすることが可能で、貝類51を長期間堆積させておくことのできる大きさとし、貝類51の発生量、定期清掃の頻度によって適宜決めればよい。次回の定期清掃までに発生する貝類51全てを堆積できる大きさとすれば、ポンプ槽12、循環ポンプ23への貝類51の流入を効果的に防止することができる。   The size of the side wall expansion trap 31 is such that the seawater flow rate can be slowed to such an extent that the shellfish 51 is retained, and the shellfish 51 can be deposited for a long period of time. What is necessary is just to decide suitably by frequency. If it is set as the size which can accumulate all the shellfish 51 generated by the next regular cleaning, the inflow of the shellfish 51 to the pump tank 12 and the circulation pump 23 can be prevented effectively.

側壁拡張トラップ31をコストや物理的な制約により十分大きくすることができないときは、側壁拡張トラップ31から貝類51がオーバーフローしてポンプ槽12へ流入するが、少なくともポンプ槽12へ流入する貝類51の量がポンプ槽12から循環ポンプ23へオーバーフローする量まで達しないように側壁拡張トラップ31の大きさを設定する。これにより循環ポンプ23への貝類51の流入を防止することができる。   When the side wall expansion trap 31 cannot be made sufficiently large due to cost or physical restrictions, the shells 51 overflow from the side wall expansion trap 31 and flow into the pump tank 12, but at least the shells 51 flowing into the pump tank 12 The size of the side wall expansion trap 31 is set so that the amount does not reach the amount that overflows from the pump tank 12 to the circulation pump 23. Thereby, the inflow of the shellfish 51 to the circulation pump 23 can be prevented.

また上記のように側壁拡張トラップ31を十分大きくすることができないときは、側壁拡張トラップ31よりも上流側に側壁拡張トラップ31をもう一箇所設けることで、貝類51の堆積量を補うこともできる。   Moreover, when the side wall expansion trap 31 cannot be made sufficiently large as described above, the amount of shellfish 51 deposited can be compensated by providing another side wall expansion trap 31 upstream of the side wall expansion trap 31. .

側壁拡張トラップ31は、平面視において外側底辺41が内側の底辺に比べて短い台形状に設けられており、取水路側壁24と上流側傾斜面42、下流側傾斜面43との成す角がそれぞれ鈍角となっている。側壁拡張トラップ31の平面視形状は、台形状に限定されるものではないが、台形状とすれば貝類51の回収が容易となり好ましい。このとき取水路側壁24と上流側傾斜面42との角度は、側壁拡張トラップ31において剥離流れによる渦が発生する角度にすると貝類51をより捕捉しやすくなるが、回収の容易さと合わせて検討し適宜決めればよい。   The side wall expansion trap 31 has a trapezoidal shape in which the outer bottom 41 is shorter than the inner bottom in plan view, and the angles formed by the intake channel side wall 24, the upstream inclined surface 42, and the downstream inclined surface 43 are respectively set. It is an obtuse angle. The shape of the side wall expansion trap 31 in plan view is not limited to a trapezoidal shape, but a trapezoidal shape is preferable because the shellfish 51 can be easily collected. At this time, if the angle between the intake side wall 24 and the upstream inclined surface 42 is an angle at which the vortex caused by the separation flow occurs in the side wall expansion trap 31, the shellfish 51 can be captured more easily. What is necessary is just to decide suitably.

次に、本発明の取水設備1における貝類51の捕捉、堆積の流れについて説明する。取水口11から取り込まれる海水には、多数の稚貝が含まれており、それらが取水路13の壁面全域に付着する。付着した稚貝は、成長して死滅すると剥がれ落ちる。剥がれ落ちた貝類51は、海水によってポンプ槽12へ向かって運ばれ側壁拡張トラップ31に到達する。側壁拡張トラップ31では、流路断面積が大きくなっているので海水流速が遅くなり貝類51が堆積する。   Next, the flow of catching and depositing shellfish 51 in the water intake facility 1 of the present invention will be described. The seawater taken from the intake port 11 includes a large number of juvenile shellfish, which adhere to the entire wall surface of the intake channel 13. The attached juveniles will fall off when they grow up and die. The shellfish 51 that has been peeled off is carried toward the pump tank 12 by seawater and reaches the side wall expansion trap 31. In the side wall expansion trap 31, since the flow path cross-sectional area is large, the seawater flow velocity becomes slow and shellfish 51 are deposited.

堆積した貝類51は、定期的に回収される。貝類51は、側壁拡張トラップ31に集中して堆積しており、また側壁拡張トラップ31は、台形状になっているので水中ロボット(図示省略)や水中ポンプ(図示省略)等を使って集中的かつ容易に回収することができ、取水設備1を停止せずに回収することができる。   The accumulated shellfish 51 is collected periodically. The shellfish 51 is concentrated and accumulated on the side wall expansion trap 31, and since the side wall expansion trap 31 has a trapezoidal shape, it is concentrated using an underwater robot (not shown) or an underwater pump (not shown). And it can collect | recover easily and can collect | recover, without stopping the water intake equipment 1. FIG.

このように本取水設備1を用いると貝類51を一箇所に集中して堆積させることができ、堆積した貝類51の回収を容易に行うことができる。そのためポンプ槽12、循環ポンプ23への貝類51の流入を効果的に防止することができる。   Thus, when this water intake equipment 1 is used, the shellfish 51 can be concentrated and deposited in one place, and the collected shellfish 51 can be collect | recovered easily. Therefore, the inflow of shellfish 51 to the pump tank 12 and the circulation pump 23 can be effectively prevented.

これに対して側壁拡張トラップ31がない場合、貝類51は、取水路13を通過しポンプ槽12へ流入する。ポンプ槽12は、取水路13に比べて幅広であるため、海水流速が遅く貝類51が堆積しやすい。貝類51が堆積すると徐々に流路断面積が狭まり海水流速が速くなる。そして一定量堆積した時点で貝類51がオーバーフローして循環ポンプ23へ流入する。ポンプ槽12において貝類51が堆積する場所は、広範囲に亘るため容易に特定することができず、回収時には取水設備1を停止している。   On the other hand, when there is no side wall expansion trap 31, the shellfish 51 passes through the intake channel 13 and flows into the pump tank 12. Since the pump tank 12 is wider than the intake channel 13, the seawater flow rate is slow and shellfish 51 is likely to accumulate. When the shellfish 51 is deposited, the channel cross-sectional area is gradually narrowed and the seawater flow velocity is increased. When a certain amount is deposited, the shellfish 51 overflows and flows into the circulation pump 23. The place where the shellfish 51 is deposited in the pump tank 12 cannot be easily specified because it covers a wide area, and the water intake facility 1 is stopped at the time of recovery.

またポンプ槽12の湾曲部内側流路22では、さらに海水流速が遅くなり貝類51が大量に堆積する。湾曲部内側流路22が堆積した貝類51で塞がると、他の流路の海水流速が速くなり、循環ポンプ23へ貝類51が流入してしまう。   Moreover, in the curved part inner side flow path 22 of the pump tank 12, seawater flow velocity becomes still slower, and shellfish 51 accumulates in large quantities. When the curved portion inner flow path 22 is blocked by the accumulated shellfish 51, the seawater flow velocity of the other flow paths is increased, and the shellfish 51 flows into the circulation pump 23.

さらにポンプ槽12は、循環ポンプ23の故障原因となる空気の混入を防止するために循環ポンプ23での吸い込み渦の原因となる回転流が発生しないように設計されている。ポンプ槽12内に貝類51が堆積すると、予期せぬ回転流が発生して循環ポンプ23に空気が混入する恐れがある。そのためポンプ槽12に貝類51が堆積している状態は、好ましいとは言えない。   Further, the pump tank 12 is designed so as not to generate a rotating flow that causes suction vortices in the circulation pump 23 in order to prevent air from becoming a cause of failure of the circulation pump 23. If shellfish 51 is deposited in the pump tank 12, an unexpected rotating flow may be generated and air may be mixed into the circulation pump 23. Therefore, it cannot be said that the state where the shellfish 51 is accumulated in the pump tank 12 is preferable.

図3は、本発明の第2実施形態としての取水設備2の取水路13の横断面図である。第1実施形態に示す取水設備1と同一の構成には、同一の符号を付して説明を省略する。   FIG. 3 is a cross-sectional view of the intake channel 13 of the intake facility 2 as the second embodiment of the present invention. The same code | symbol is attached | subjected to the structure same as the water intake equipment 1 shown in 1st Embodiment, and description is abbreviate | omitted.

第2実施形態に示す取水設備2の構成は、第1実施形態に示す取水設備1と基本的に同じであるが、側壁拡張トラップの設置位置、数が異なる。取水設備2の取水路13には、間隔を空けて複数の側壁拡張トラップ31a、31b、31cが設けられている。ここで使用する側壁拡張トラップ31a、31b、31cの構造、形状は、第1実施形態に示した側壁拡張トラップ31と同様とすることができる。   The configuration of the water intake facility 2 shown in the second embodiment is basically the same as that of the water intake facility 1 shown in the first embodiment, but the installation position and number of side wall expansion traps are different. A plurality of side wall expansion traps 31 a, 31 b, and 31 c are provided in the water intake passage 13 of the water intake facility 2 at intervals. The structure and shape of the side wall expansion traps 31a, 31b, 31c used here can be the same as those of the side wall expansion trap 31 shown in the first embodiment.

側壁拡張トラップ31aは、取水口11から側壁拡張トラップ31aの間で発生した貝類51を堆積させる。同様に側壁拡張トラップ31bは、側壁拡張トラップ31aから側壁拡張トラップ31bの間で発生した貝類51を堆積させ、側壁拡張トラップ31cは、側壁拡張トラップ31bから側壁拡張トラップ31cの間で発生した貝類51を堆積させる。   The side wall expansion trap 31a deposits shellfish 51 generated between the water intake port 11 and the side wall expansion trap 31a. Similarly, the side wall extension trap 31b deposits shells 51 generated between the side wall extension trap 31a and the side wall extension trap 31b, and the side wall extension trap 31c is provided with the shells 51 generated between the side wall extension trap 31b and the side wall extension trap 31c. To deposit.

このように側壁拡張トラップ31を複数設けると貝類51を分散して堆積させることができる。この結果、第1実施形態の取水設備1の側壁拡張トラップ31に比べてそれぞれの側壁拡張トラップ31a、31b、31cを小さくすることができる。   When a plurality of side wall expansion traps 31 are provided in this way, shellfish 51 can be dispersed and deposited. As a result, each side wall expansion trap 31a, 31b, 31c can be made smaller than the side wall expansion trap 31 of the water intake facility 1 of the first embodiment.

本実施形態のように取水路13に複数の側壁拡張トラップ31a、31b、31cを設けると、各々の側壁拡張トラップにおける貝類51の堆積量を確認することで貝類51が発生しやすい区間を推定することができる。一方で貝類51の堆積、回収場所を一箇所に集約できなくなるため回収作業に手間がかかる。側壁拡張トラップ31の設置数は、特定の数に限定されないので、その数は、コストや上記メリットとデメリットとを比較検討し適宜決めればよい。   When a plurality of side wall expansion traps 31a, 31b, and 31c are provided in the intake channel 13 as in the present embodiment, a section where the shellfish 51 is likely to be generated is estimated by confirming the accumulation amount of the shellfish 51 in each side wall expansion trap. be able to. On the other hand, the collection and collection location of the shellfish 51 cannot be concentrated in one place, so that the collection operation takes time. Since the number of side wall expansion traps 31 is not limited to a specific number, the number may be determined as appropriate by comparing costs and the above merits and demerits.

図4は、本発明の第3実施形態としての取水設備3の全体構成を示す横断面図である。第1実施形態に示す取水設備1と同一の構成には、同一の符号を付して説明を省略する。   FIG. 4 is a cross-sectional view showing the overall configuration of the water intake facility 3 as the third embodiment of the present invention. The same code | symbol is attached | subjected to the structure same as the water intake equipment 1 shown in 1st Embodiment, and description is abbreviate | omitted.

第3実施形態に示す取水設備3の構成は、第1実施形態に示す取水設備1と基本的に同じであるが、取水路13の形状が異なる。また側壁拡張トラップ32の構造、形状も、第1実施形態の側壁拡張トラップ31と異なる。   Although the structure of the water intake equipment 3 shown in 3rd Embodiment is fundamentally the same as the water intake equipment 1 shown in 1st Embodiment, the shape of the water intake path 13 differs. The structure and shape of the side wall expansion trap 32 are also different from the side wall expansion trap 31 of the first embodiment.

第3実施形態に示す取水設備3には、側壁拡張トラップ32が取水路側壁24の片側のみに設けられている。側壁拡張トラップをコストや物理的な制約により取水路側壁24の両側に設けることができない場合は、本実施形態のように側壁拡張トラップ32を取水路側壁24の片側のみに設けてもよい。特に、図4に示すように取水路13が湾曲している場合は、湾曲部の内側で流速が遅くなるので、湾曲部の内側のみに側壁拡張トラップ32を設けても効果的に貝類51を捕捉、堆積させることができる。   In the water intake facility 3 shown in the third embodiment, a side wall expansion trap 32 is provided only on one side of the water intake side wall 24. When the side wall expansion trap cannot be provided on both sides of the intake channel side wall 24 due to cost or physical restrictions, the side wall expansion trap 32 may be provided only on one side of the water channel side wall 24 as in this embodiment. In particular, when the intake channel 13 is curved as shown in FIG. 4, the flow velocity is reduced inside the curved portion, so that the shells 51 can be effectively removed even if the side wall expansion trap 32 is provided only inside the curved portion. Can be captured and deposited.

図5は、本発明の第4実施形態としての取水設備4の側壁拡張トラップ31近傍の縦断面図である。第1実施形態に示す取水設備1と同一の構成には、同一の符号を付して説明を省略する。   FIG. 5 is a longitudinal sectional view of the vicinity of the side wall expansion trap 31 of the water intake facility 4 as the fourth embodiment of the present invention. The same code | symbol is attached | subjected to the structure same as the water intake equipment 1 shown in 1st Embodiment, and description is abbreviate | omitted.

第4実施形態に示す取水設備4には、第1実施形態に示す取水設備1に加えて側壁拡張トラップ31を設けた場所の取水路底面25に貝類51の堆積量を増やすための底面拡張トラップ33が、取水路13の幅方向にわたって凹形状に設けられている。   In the intake facility 4 shown in the fourth embodiment, a bottom expansion trap for increasing the amount of shellfish 51 deposited on the intake channel bottom surface 25 where the side wall expansion trap 31 is provided in addition to the intake facility 1 shown in the first embodiment. 33 is provided in a concave shape over the width direction of the intake channel 13.

底面拡張トラップ33の大きさは、側壁拡張トラップ31と同様、少なくとも次回の定期清掃まで貝類51がオーバーフローして循環ポンプ12へ流入しないように適宜決めればよい。底面拡張トラップ33を設けると、その容積分だけ貝類51の堆積量を増やすことができ、結果的に側壁拡張トラップ31を小さくすることができる。   The size of the bottom surface expansion trap 33 may be appropriately determined so that the shellfish 51 does not overflow and flow into the circulation pump 12 at least until the next regular cleaning, as with the side wall expansion trap 31. When the bottom surface expansion trap 33 is provided, the amount of the shellfish 51 deposited can be increased by the volume, and as a result, the side wall expansion trap 31 can be reduced.

底面拡張トラップ33は、貝類51の回収を容易にするため縦断面形状において外側底辺44が内側の底辺に比べて短い台形状に設けられており、取水路底面25と上流側傾斜面45、下流側傾斜面46との成す角がそれぞれ鈍角となっているが、側壁拡張トラップ31と同様、台形状に限定されるものではない。   The bottom expansion trap 33 has a trapezoidal shape in which the outer bottom 44 is shorter than the inner bottom in the longitudinal cross-sectional shape in order to facilitate the recovery of the shellfish 51, and the intake bottom 25, the upstream inclined surface 45, and the downstream Although the angle formed with the side inclined surface 46 is an obtuse angle, like the side wall expansion trap 31, it is not limited to a trapezoidal shape.

図6は、本発明の第5実施形態としての取水設備5の側壁拡張トラップ31近傍の横断面図であり、図7は、図6の取水設備5の側壁拡張トラップ31近傍の縦断面図である。第1実施形態に示す取水設備1と同一の構成には、同一の符号を付して説明を省略する。   FIG. 6 is a cross-sectional view in the vicinity of the side wall expansion trap 31 of the water intake facility 5 as the fifth embodiment of the present invention, and FIG. 7 is a vertical cross-sectional view in the vicinity of the side wall expansion trap 31 of the water intake facility 5 in FIG. is there. The same code | symbol is attached | subjected to the structure same as the water intake equipment 1 shown in 1st Embodiment, and description is abbreviate | omitted.

第5実施形態に示す取水設備5には、第1実施形態に示す取水設備1に加えて側壁拡張トラップ31の下流側終端部分の取水路底面25に、貝類51の流出を防ぐ邪魔板34が取水路13の長手方向と直交し、取水路13の幅方向にわたって設けられている。   In the water intake facility 5 shown in the fifth embodiment, in addition to the water intake facility 1 shown in the first embodiment, a baffle plate 34 that prevents the shellfish 51 from flowing out is provided on the intake passage bottom surface 25 at the downstream end portion of the side wall expansion trap 31. It is orthogonal to the longitudinal direction of the intake channel 13 and is provided across the width direction of the intake channel 13.

邪魔板34は、堆積した貝類51の重量や海水の流れによって動かないようにしっかりと固定されている。また邪魔板34は、海水流路全体を塞がないよう邪魔板上面47が海面高さよりも低くなるように設けられている。   The baffle plate 34 is firmly fixed so as not to move due to the weight of the accumulated shellfish 51 and the flow of seawater. Further, the baffle plate 34 is provided so that the baffle plate upper surface 47 is lower than the sea level so as not to block the entire seawater channel.

また邪魔板34は、海水で腐食しない材質とする。本実施形態において邪魔板34は、板状であるが、さらに上流側に側板と底板が設けられているような、ちりとり様の形状としてもよい。   The baffle plate 34 is made of a material that does not corrode with seawater. In the present embodiment, the baffle plate 34 has a plate shape, but may have a dust-like shape in which a side plate and a bottom plate are further provided on the upstream side.

邪魔板34を設けることで、側壁拡張トラップ31における貝類51のオーバーフローを邪魔板34の高さまで阻止することができる。また海水流速が突発的に速くなったときに側壁拡張トラップ31からの貝類51の流出を防止することができる。   By providing the baffle plate 34, overflow of the shellfish 51 in the side wall expansion trap 31 can be prevented to the height of the baffle plate 34. Moreover, the outflow of the shellfish 51 from the side wall expansion trap 31 can be prevented when the seawater flow velocity suddenly increases.

取水設備5には、さらに貝類51を回収する際に使用できるメンテナンス口35が側壁拡張トラップ31を設けている場所の取水路天井部26に設けられている。メンテナンス口35は、作業員が取水路13内に入るために取水路天井部26に設けられているが、メンテナンス口35と側壁拡張トラップ31とを同じ場所に設けることでメンテナンス口35から容易に貝類51の回収を行うことができる。   In the water intake facility 5, a maintenance port 35 that can be used when collecting shellfish 51 is further provided in the intake channel ceiling portion 26 where the side wall expansion trap 31 is provided. The maintenance port 35 is provided in the intake channel ceiling 26 so that the worker can enter the intake channel 13. However, the maintenance port 35 and the side wall expansion trap 31 can be easily provided from the maintenance port 35 by providing the maintenance port 35 in the same place. The shellfish 51 can be collected.

以上、第1から第5実施形態の取水設備1、2、3、4、5により本発明の取水設備を説明したけれども本発明は、上記実施形態に限定されるものではなく、要旨を変更しない範囲で種々の形態に変更し使用することができる。例えば、底面拡張トラップ33と邪魔板34とは、併用してもよい。またポンプ槽12は、取水路13と幅が同一でもよく、直線形状でもよい。取水路13は、取水路天井部26がなく縦断面がコの字形状となるものでもよい。   As mentioned above, although the water intake equipment of this invention was demonstrated by the water intake equipment 1, 2, 3, 4, 5 of 1st to 5th embodiment, this invention is not limited to the said embodiment, A summary is not changed. Various forms can be used within the range. For example, the bottom expansion trap 33 and the baffle plate 34 may be used in combination. The pump tank 12 may have the same width as the intake channel 13 or may have a linear shape. The intake channel 13 may have a U-shaped vertical section without the intake channel ceiling portion 26.

上記実施形態では側壁拡張トラップ31の形状は、台形状であったが、側壁拡張トラップ31の形状は、局所的に海水流速を遅くして貝類を捕捉できれば三角形や円弧形状等でもよい。また側壁拡張トラップ31の上流側傾斜面42と下流側傾斜面43とは、取水路側壁24に対する角度がそれぞれ異なるものであってもよい。   In the above embodiment, the shape of the side wall expansion trap 31 is a trapezoidal shape, but the shape of the side wall expansion trap 31 may be a triangle, an arc shape, or the like as long as the seawater flow velocity can be locally reduced to catch shellfish. Further, the upstream inclined surface 42 and the downstream inclined surface 43 of the side wall expansion trap 31 may have different angles with respect to the intake channel side wall 24.

また側壁拡張トラップ31、31a、31b、31c、32に堆積した貝類51の堆積量を検知する超音波計測器等を用いた検知手段を設置し、貝類51が回収すべき堆積量に達した時点で、警報を発するようにしてもよい。   In addition, when detecting means using an ultrasonic measuring device or the like for detecting the amount of shellfish 51 deposited on the side wall expansion traps 31, 31a, 31b, 31c, 32 is installed, the shellfish 51 reaches the amount to be collected An alarm may be issued.

さらに側壁拡張トラップ31、31a、31b、31c、32に堆積した貝類51を自動で回収する水中ロボット、水中ポンプ又はプロベスター等の回収装置を設置し、貝類51を自動で回収するようにしてもよい。なお回収装置が故障しても、貝類51は、側壁拡張トラップ31、31a、31b、31c、32により引き続き捕捉、堆積されるため、取水設備の運転を即停止する必要はない。   Further, a collecting device such as an underwater robot, an underwater pump or a prober for automatically collecting the shellfish 51 deposited on the side wall expansion traps 31, 31a, 31b, 31c, 32 may be installed so as to automatically collect the shellfish 51. Good. Even if the recovery device breaks down, the shellfish 51 is continuously captured and accumulated by the side wall expansion traps 31, 31a, 31b, 31c, and 32, so that it is not necessary to immediately stop the operation of the water intake equipment.

1、2、3、4、5 取水設備
11 取水口
12 ポンプ槽
13 取水路
21 ポンプ槽入口
23 循環ポンプ
24 取水路側壁
25 取水路底面
31、32 側壁拡張トラップ
33 底面拡張トラップ
34 邪魔板
41 外側底辺
42 上流側傾斜面
43 下流側傾斜面
47 邪魔板上面
51 貝類
1, 2, 3, 4, 5 Intake equipment 11 Intake port 12 Pump tank 13 Intake path 21 Pump tank inlet 23 Circulation pump 24 Intake path side wall 25 Intake path bottom surface 31, 32 Side wall expansion trap 33 Bottom expansion trap 34 Baffle plate 41 Outside Bottom 42 Upstream inclined surface 43 Downstream inclined surface 47 Baffle plate upper surface 51 Shellfish

Claims (5)

海水の取込み口である取水口と、送水用の循環ポンプが設置されたポンプ槽と、前記取水口と前記ポンプ槽とを繋ぐ取水路と、を含む取水設備において、
前記取水路側壁の任意の場所に、海水流速を局所的に低下させて貝類を捕捉し堆積させる凹形状の側壁拡張トラップが設けられていることを特徴とする取水設備。
In intake facilities including an intake port that is an intake port of seawater, a pump tank in which a circulation pump for water supply is installed, and an intake channel that connects the intake port and the pump tank,
A water intake facility characterized in that a concave side wall expansion trap that traps and deposits shellfish by locally lowering the seawater flow velocity is provided at an arbitrary location on the side wall of the intake channel.
前記側壁拡張トラップは、前記ポンプ槽の入口直前に設けられており、貝類を前記ポンプ槽の入口直前で捕捉することを特徴とする請求項1に記載の取水設備。   The water intake facility according to claim 1, wherein the side wall expansion trap is provided immediately before the inlet of the pump tank and catches shellfish immediately before the inlet of the pump tank. 前記側壁拡張トラップは、平面視において外側の底辺が内側の底辺に比べて短い台形状であり、貝類の回収が容易なことを特徴とする請求項1又は2に記載の取水設備。   The water intake facility according to claim 1 or 2, wherein the side wall expansion trap has a trapezoidal shape in which the outer bottom is shorter than the inner bottom in plan view, and shells can be easily collected. さらに貝類の堆積量を増やす凹形状の底面拡張トラップが、前記側壁拡張トラップを設けた場所の取水路底面に、前記取水路幅方向にわたって設けられていることを特徴とする請求項1から3のいずれか1に記載の取水設備。   The concave bottom expansion trap for further increasing the amount of shellfish deposited is provided on the bottom surface of the intake channel where the side wall expansion trap is provided over the intake channel width direction. The water intake facility according to any one of the above. さらに貝類の流出を防ぐ邪魔板が、前記側壁拡張トラップの下流側の終端部分に前記取水路長手方向と直交し、前記取水路幅方向にわたって設けられ、前記邪魔板の上面は、海面高さよりも低いことを特徴とする請求項1から4のいずれか1に記載の取水設備。   Further, a baffle plate that prevents shells from flowing out is provided at the downstream end portion of the side wall expansion trap at right angles to the intake channel longitudinal direction and across the intake channel width direction, and the upper surface of the baffle plate is higher than the sea level height. The water intake equipment according to any one of claims 1 to 4, wherein the water intake equipment is low.
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Publication number Priority date Publication date Assignee Title
CN116122237A (en) * 2023-01-12 2023-05-16 珠江水利委员会珠江水利科学研究院 Flow state adjustment system suitable for power plant circulating water runner

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JPH0688317A (en) * 1992-09-08 1994-03-29 Mitsubishi Heavy Ind Ltd Device for removing shell in intake channel
JPH0656128U (en) * 1992-12-25 1994-08-05 東京電力株式会社 Inflow material collection device in intake channel
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Publication number Priority date Publication date Assignee Title
JPS5148355A (en) * 1974-10-24 1976-04-26 Tokyo Shibaura Electric Co
JPS57193614A (en) * 1981-05-07 1982-11-29 Nitto Kasen Kogyo Kk Simple dust remover
JPH0688317A (en) * 1992-09-08 1994-03-29 Mitsubishi Heavy Ind Ltd Device for removing shell in intake channel
JPH0656128U (en) * 1992-12-25 1994-08-05 東京電力株式会社 Inflow material collection device in intake channel
US6196762B1 (en) * 1999-07-19 2001-03-06 Carl T. Stude Non-clogging debris and sediment removal facility
JP2005140711A (en) * 2003-11-10 2005-06-02 Hitachi Ltd Nuclear power plant
JP2011111866A (en) * 2009-11-30 2011-06-09 Chubu Electric Power Co Inc Intake facility

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116122237A (en) * 2023-01-12 2023-05-16 珠江水利委员会珠江水利科学研究院 Flow state adjustment system suitable for power plant circulating water runner
CN116122237B (en) * 2023-01-12 2023-08-18 珠江水利委员会珠江水利科学研究院 Flow state adjustment system suitable for power plant circulating water runner

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