JP2005188239A - River purifying system - Google Patents

River purifying system Download PDF

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JP2005188239A
JP2005188239A JP2003433938A JP2003433938A JP2005188239A JP 2005188239 A JP2005188239 A JP 2005188239A JP 2003433938 A JP2003433938 A JP 2003433938A JP 2003433938 A JP2003433938 A JP 2003433938A JP 2005188239 A JP2005188239 A JP 2005188239A
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water
river
sludge
intake
purification system
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Yoshinori Odajima
良典 小田島
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Toshiba Corp
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Toshiba Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a river purifying system with largely reduced adverse influence by refuse and sludge pulled in from a river compared to a conventional system. <P>SOLUTION: This river purifying system purifies water taken in from the river, and is arranged in a waterway 1 for taking in the water from the river, and is provided with a dust collecting facility 3 for capturing the refuse flowing in the waterway 1. A rising flow generating device 6 for generating a rising flow along the dust collecting facility from a water bottom part, is arranged on the upstream side of this dust collecting facility 3. Slender string-like refuse can also be removed by a dust collector. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、河川から取水し、これを浄化して河川に放流する河川浄化システムに関する。   The present invention relates to a river purification system that takes water from a river, purifies it, and discharges it into the river.

現状の河川浄化システムは、河川水を引き込み、これを浄化処理するものであるが、河川には多くのごみが浮遊しており、河川水を引き込むに当り、先ずは水路に設けられた除塵設備でごみを除去している。このごみ除去後に河川水を浄化取水槽に引き込み、沈静化させてから取水ポンプで河川水を取水してろ過設備に送る。ろ過設備では、汚れた河川水を化学的或いは生物的ろ過方法によりろ過して綺麗な水にしてから河川に放流し、河川の浄化を促す仕組みになっている。(例えば、特許文献1参照)。   The current river purification system draws in river water and purifies it, but a lot of garbage is floating in the river. The garbage is removed. After removing this waste, the river water is drawn into the purification tank and subsided, and then the river water is taken with the intake pump and sent to the filtration facility. In the filtration facility, dirty river water is filtered by chemical or biological filtration methods to make clean water, and then released into the river to promote purification of the river. (For example, refer to Patent Document 1).

ここで問題になるのは、河川水の汚濁濃度により、取水槽に溜まる泥(ヘドロ)の量が各処理場によりまちまちなことである。例えば、取水ポンプを取水槽の水位により自動運転をする場合、取水槽の水位レベルをフリクトレベルスイッチなどで検出するが、堆積したヘドロにフリクトレベルスイッチが埋もれてしまい、停止水位になっても停止レベルを検出しないことがある。また、取水ポンプの運転によりヘドロが取水ポンプに吸い込まれ、ヘドロも移動するために、フリクトレベルスイッチもヘドロと一緒に移動し、停止レベルを誤検出し取水ポンプが停止してしまうことがある。そして、取水ポンプが停止するとポンプ配管に入っていた水及びヘドロが逆流して取水槽に戻り、フリクトレベルスイッチもヘドロと一緒に移動するため、運転水位を検出し再起動がかかる。これによって取水ポンプが運転・停止を頻繁に繰返し、制御装置の焼損事故及び取水ポンプの寿命低下に至る事もあった。   The problem here is that the amount of mud accumulated in the water intake tank varies depending on the concentration of river water. For example, when a water intake pump is automatically operated according to the water level of the water tank, the water level of the water intake tank is detected by a fruct level switch, etc., but the fruct level switch is buried in the accumulated sludge and stops even if the water level reaches the stop water level. The level may not be detected. In addition, sludge is sucked into the water intake pump by the operation of the water intake pump, and the sludge also moves, so the friction level switch also moves together with the sludge, and the water intake pump may stop due to erroneous detection of the stop level. When the intake pump is stopped, the water and sludge that have entered the pump pipe flow back to the intake tank, and the frit level switch moves together with the sludge, so that the operating water level is detected and restarted. As a result, the intake pump was frequently operated and stopped repeatedly, resulting in a burnout accident of the control device and a decrease in the life of the intake pump.

また、河川からの引き込み用水路には前述のように除塵設備が設けられるが、除塵設備では取り難い小さなごみや細長いひも状のごみなどは、除塵設備を通過して取水槽に流れ込んでしまう。このため、取水ポンプ及び配管の詰まりの原因になり、定期的点検に多くの時間や経費を費やして保守点検の管理費用の増大やオペレータの管理を煩雑にする原因となっていた。
特開平10−8441号公報
In addition, as described above, dust removal equipment is provided in the water intake channel from the river, but small dust or slender string-like dust that is difficult to remove with the dust removal equipment flows into the water intake tank through the dust removal equipment. For this reason, the intake pump and piping are clogged, and a lot of time and expenses are spent on regular inspections, which causes an increase in maintenance inspection management costs and complicated operator management.
Japanese Patent Laid-Open No. 10-8441

このように、河川から取水する水に混在するごみやヘドロにより、取水ポンプや配管の目詰まりが発生し、保守メンテナンスに多くの時間と管理費を必要としたり、取水槽水位の検出手段が、ヘドロの堆積の影響により誤検出し、取水ポンプが頻繁に運転/停止を繰り返す不適合が発生することがあった。さらに、これまでヘドロ堆積状態を検出していなかったために、経験的データで取水槽の清掃を実施しており、時期的に早かったり、或いは、遅すぎたりすることが有り、作業効率の上で問題があり、また、遅すぎた場合は、前述のようにヘドロ堆積による不適合の原因の元になっていた。   In this way, dirt and sludge mixed in the water taken from the river causes clogging of the intake pump and piping, requiring a lot of time and management costs for maintenance, and the means for detecting the intake water level is Misdetection was caused by the accumulation of sludge, and the non-conformity that the intake pump repeated operation / stop frequently occurred. Furthermore, since the sludge accumulation state has not been detected so far, the water intake tank is cleaned using empirical data, which may be too early or too late. If there was a problem and it was too late, it was the cause of nonconformity due to sludge deposition as described above.

本発明の目的は、河川から引き込まれるごみやヘドロによる悪影響を、従来に比べ大幅に減少させた河川浄化システムを提供することにある。   An object of the present invention is to provide a river purification system in which adverse effects caused by garbage and sludge drawn from a river are greatly reduced as compared with the conventional art.

本発明は、河川から引き込んだ水を浄化処理する河川浄化システムであって、河川からの引き込み水路に設けられ、この水路を流れるごみを捕獲する除塵設備と、この除塵設備の上流側に、水底部から除塵設備に沿う上昇流を生じさせる上昇流発生装置とを備えたことを特徴とする。   The present invention is a river purification system that purifies water drawn from a river, and is provided in a water intake channel from the river, and a dust removal facility that captures dust flowing through the water channel, And an upward flow generating device for generating an upward flow along the dust removal equipment from the bottom.

また、本発明では、円筒状に形成され、その内周面に河川からの引き込み水路が開口する貯水槽と、この円筒状の貯水槽の内周面に設けられ、この内周面に沿って流れる水中のごみを捕獲する網状の除塵部材とを備えた構成にしてもよい。   Further, in the present invention, a water storage tank that is formed in a cylindrical shape and that has a water passage opening from a river on its inner peripheral surface, and is provided on the inner peripheral surface of the cylindrical water storage tank, along the inner peripheral surface. You may make it the structure provided with the net-like dust removal member which captures the flowing underwater garbage.

また、本発明では、取水槽の底部近くに吸い込み口が開口する取水ポンプを有し、この取水ポンプの前記吸い込み口の周囲に網目状の防護装置を設置してもよい。   Moreover, in this invention, it has a water intake pump with which a suction inlet opens near the bottom part of a water intake tank, and you may install a mesh-shaped protective device around the said suction inlet of this water intake pump.

また、本発明では、取水槽底部に堆積するヘドロの堆積レベルを測定するヘドロ堆積レベルの検出手段を設け、この検出手段によって測定したヘドロ堆積レベルをオペレータに通報する通報手段をさらに設けた構成としてもよい。   Further, in the present invention, there is provided a means for detecting sludge accumulation level for measuring the accumulation level of sludge accumulated at the bottom of the water intake tank, and further provided with a reporting means for notifying the operator of the sludge accumulation level measured by this detection means. Also good.

また、本発明では、取水槽底部に流体を噴出させる流体噴出設備を設け、噴出流体により取水槽底部に堆積したヘドロを攪拌する構成としてもよい。   Moreover, in this invention, it is good also as a structure which provides the fluid ejection equipment which ejects a fluid to a water intake tank bottom part, and stirs the sludge accumulated in the water intake tank bottom part by the ejected fluid.

また、本発明では、取水槽の水位検出のためにフリクトレベルスイッチを用い、このフリクトレベルスイッチを保持するロープに対し、多数の洗浄流体噴出孔を有する柔らかな材質による配管を近接設置した構成でもよい。   Further, in the present invention, a configuration in which a frit level switch is used to detect the water level in the intake tank, and a pipe made of a soft material having a large number of washing fluid ejection holes is installed close to the rope holding the frit level switch. Good.

また、本発明では、取水ポンプの吐出側の配管に流路切換弁を設け、一方の切換側をろ過設備への配管に連結し、他方の切換側を汚水処理設備への配管に連結し、取水ポンプの運転開始から所定時間はその吐出側を前記汚泥処理設備側に切り換え、前記所定時間経過後に前記ろ過設備側に切り換える構成でもよい。   Further, in the present invention, a flow path switching valve is provided in the discharge side piping of the water intake pump, one switching side is connected to the piping to the filtration facility, and the other switching side is connected to the piping to the sewage treatment facility, The discharge side may be switched to the sludge treatment facility side for a predetermined time from the start of operation of the intake pump, and switched to the filtration facility side after the predetermined time has elapsed.

さらに、本発明では、取水ポンプは、取水槽の水位に応じて運転/停止制御され、停止後の再起動は、停止から一定時間経過後に実行されるように確認タイマを備えた構成でもよい。   Furthermore, in the present invention, the intake pump may be configured to include a confirmation timer so that the operation / stop of the intake pump is controlled according to the water level of the intake tank, and the restart after the stop is executed after a lapse of a certain time from the stop.

本発明によれば、今まで取り難かったひも状の細長いごみを容易に除去でき、取水ポンプ及び配管の目詰まりが減少する。このため、保守メンテナンスに費やしていた多くの時間と管理費を削減出きる。   According to the present invention, it is possible to easily remove string-like elongated dust that has been difficult to remove so far, and clogging of a water intake pump and piping is reduced. For this reason, much time and management costs spent on maintenance can be reduced.

また、ヘドロ堆積状態を検出しオペレータに通報できるようにすれば、計画的な取水槽の清掃が可能となり、今までのように取水ポンプの運転に支障をきたすことがなく、不適合発生時の損費の軽減やオペレータの維持管理作業が軽減される。   In addition, if it is possible to detect sludge accumulation and report it to the operator, it will be possible to systematically clean the intake tank, so that it will not interfere with the operation of the intake pump as in the past, and loss due to nonconformity. Cost reduction and operator maintenance work are reduced.

また、ヘドロが堆積し難いように構成すると、取水ポンプの自動運転水位の誤検出がなくなり、取水ポンプの運転に支障をきたすこともなくなる。   Moreover, if it is configured so that sludge does not accumulate easily, erroneous detection of the automatic operation water level of the water intake pump is eliminated, and the operation of the water intake pump is not hindered.

また、水位検出にフリクトレベルスイッチを用いた場合、固定用ロープの硬直を改善する対策を講じると、水位誤検出を防止できる。   In addition, when a friction level switch is used for water level detection, erroneous detection of the water level can be prevented by taking measures to improve the rigidity of the fixing rope.

また、取水ポンプの吐出側に切り換え弁を設け、運転初期時のヘドロが多く含んでいる水は汚泥処理設備に、ヘドロ量が減少した水はろ過設備側に切り換えるようにすれば、ろ過設備にヘドロの流れ込む量が減少し、ろ過設備の目詰まりなどによるメンテナンス対応の作業を軽減できる。   In addition, if a switching valve is provided on the discharge side of the intake pump so that water that contains a lot of sludge at the beginning of operation is switched to the sludge treatment facility, and water whose sludge is reduced is switched to the filtration facility, the filtration facility The amount of sludge flowing in can be reduced, and maintenance work due to clogging of filtration equipment can be reduced.

さらに、確認タイマにより、停止後一定時間後に再起動を可能とすれば、取水ポンプが頻繁に運転/停止を繰り返すことがなくなり、制御装置の焼損及び取水ポンプの寿命低下などの問題を解決できる。   Further, if the confirmation timer allows the restart after a certain time after the stop, the intake pump will not repeat the operation / stop frequently, and problems such as burnout of the control device and a decrease in the life of the intake pump can be solved.

以下、本発明による河川浄化システムの一実施の形態について図面を用いて説明する。   Hereinafter, an embodiment of a river purification system according to the present invention will be described with reference to the drawings.

図1に示す実施の形態において、1は水路で、図示しない河川よりを引き込んだ取水2を、後述する取水槽に流すように構成されており、その流れ方向の中間部には除塵設備3を設け、取水2中に浮遊するごみを除去する仕組みになっている。しかし、除塵設備3だけでは、細長いひも状のごみは取水2の流方向に沿って流れるため、除塵設備3を通り抜けて取水槽へと流れ込んでしまう。   In the embodiment shown in FIG. 1, reference numeral 1 denotes a water channel, which is configured to flow a water intake 2 drawn from a river (not shown) into a water intake tank to be described later, and a dust removal facility 3 is provided at an intermediate portion in the flow direction. It has a mechanism that removes waste floating in the water intake 2. However, in the dust removal equipment 3 alone, the slender string-like dust flows along the flow direction of the water intake 2, so that it passes through the dust removal equipment 3 and flows into the water intake tank.

そこで、除塵設備3の上流側において、水底部から除塵設備3に沿う上昇流を生じさせる上昇流発生装置6を設ける。この上昇流発生装置6は、図示のように、除塵設備3の背面下部に設けた開閉式ゲート6Aと、除塵設備3の前面部において水路1の底部分よりエアー6Bを吹き上げるブロワ6Cとで構成される。   Therefore, on the upstream side of the dust removal equipment 3, an upward flow generator 6 that generates an upward flow along the dust removal equipment 3 from the water bottom is provided. As shown in the figure, this upflow generator 6 is composed of an openable gate 6A provided at the lower back of the dust removal equipment 3, and a blower 6C that blows air 6B from the bottom of the water channel 1 at the front of the dust removal equipment 3. Is done.

このように構成したことにより、水路1を流れる取水2は、開閉式ゲート6Aにより、一旦取水2を堰き止められる。また、この開閉式ゲート6A前面部(除塵設備3の前面部でもある)において、ブロワ6Cにより水路1の底部分よりエアー6Bを吹き上げるので、堰き止められた取水は除塵設備3の前面部分で攪拌され、この除塵設備3を通りながら開閉式ゲート6A上を越流する。このように、細長いひも状のごみも、取水2と一緒に攪拌されながら除塵設備3を通るので、容易に除塵設備3の網の目に引かかり、取水槽へ流れ込むごみ量を最小限に抑えることができる。   With this configuration, the water intake 2 flowing through the water channel 1 is once blocked by the openable gate 6A. In addition, air 6B is blown up from the bottom of the water channel 1 by the blower 6C at the front surface of the openable gate 6A (which is also the front surface of the dust removal equipment 3). Then, it passes over the open / close gate 6A while passing through the dust removal equipment 3. As described above, since the slender string-like waste also passes through the dust removal equipment 3 while being stirred together with the water intake 2, it is easily caught in the mesh of the dust removal equipment 3 and minimizes the amount of waste flowing into the water intake tank. be able to.

次に、図2に示す実施の形態を説明する。図1で示した水路1の先端には取水槽が設けられ、除塵設備3を通ってごみが除去された取水2が流入する。従来の取水槽4は平面が四角形のものが多い。この場合、流入した取水2は早期に沈静化するが、取水に含まれる細かなごみなどに起因してヘドロが底部に堆積してしまう。   Next, the embodiment shown in FIG. 2 will be described. A water intake tank is provided at the tip of the water channel 1 shown in FIG. 1, and the water 2 from which dust is removed flows through the dust removal equipment 3. Many conventional intake tanks 4 have a rectangular plane. In this case, the intake water 2 that has flowed in settles early, but sludge accumulates at the bottom due to fine dust contained in the intake water.

そこで、この実施の形態では、図2及び図3で示すように、取水槽4の形状を、平面形状が円形の円筒状とし、その内周面に水路1からの流入口を開口させ、水路1から流入した取水2が取水槽4の内周面に沿って流れるように構成する。また、この内周面には、内周面に沿って流れる水中のごみを捕獲する網状の除塵部材7を複数個設けている。   Therefore, in this embodiment, as shown in FIGS. 2 and 3, the shape of the water intake tank 4 is a cylindrical shape with a circular planar shape, and an inflow port from the water channel 1 is opened on the inner peripheral surface thereof. The intake water 2 flowing in from 1 is configured to flow along the inner peripheral surface of the intake tank 4. The inner peripheral surface is provided with a plurality of net-like dust removing members 7 for capturing underwater dust flowing along the inner peripheral surface.

この取水槽4の底部4Aは、図3で示すように、浅いすり鉢形状を成し、その略中心部に取水ピット4Bが形成されている。5は取水ポンプで、取水槽4の底部4A近く(例えば、取水ピット4B内)に吸い込み口が開口するように配置されている。また、この取水ポンプ5の吸い込み口の周囲には、網目状の防護装置8を設置し、取水ポンプ5へのヘドロや細かなごみの吸い込みを防止している。   As shown in FIG. 3, the bottom portion 4A of the water intake tank 4 has a shallow mortar shape, and a water intake pit 4B is formed at a substantially central portion thereof. Reference numeral 5 denotes a water intake pump, which is disposed near the bottom 4A of the water intake tank 4 (for example, in the water intake pit 4B) so that the suction port opens. Further, a net-like protective device 8 is installed around the suction port of the intake pump 5 to prevent the intake pump 5 from sucking sludge and fine dust.

取水ポンプ5は、取水槽4の水位によって自動的に運転/停止制御される。その水位検出用として、水質等に左右されないフリクトレベルスイッチ9を用いている。フリクトレベルスイッチ9はロープ9Bの下端部に支持され、水位の変動に伴って上下動し、内蔵されたスイッチを動作させてレベルを検出するもので、その検出信号を伝達する信号線9Cを有する。この信号線9Cは水位検出回路9Aに接続され、電気回路的に水位の検出を行う。   The intake pump 5 is automatically operated / stopped according to the water level of the intake tank 4. For detecting the water level, a friction level switch 9 that is not affected by water quality or the like is used. The friction level switch 9 is supported at the lower end of the rope 9B, moves up and down as the water level fluctuates, operates the built-in switch to detect the level, and has a signal line 9C for transmitting the detection signal. . The signal line 9C is connected to the water level detection circuit 9A, and detects the water level electrically.

上記構成において、取水槽4を円筒状にし、水路1との接続に傾斜を持たせることで、水路1から流入した取水2は渦流となって内周壁面に沿って流れる。取水槽4の壁面には、目の細かい網目状の除塵部材7を取りつけているので、水路1の除塵設備3で除去できなかったごみ(細長いひも状のごみを含む)は、取水2とともに円筒形の壁面に沿って渦流となって流れ、目の細かい除塵部材7に引っかかり、容易に除去することができる。   In the above configuration, the water intake tank 4 is cylindrical and the connection with the water channel 1 is inclined, so that the water intake 2 flowing in from the water channel 1 becomes a vortex and flows along the inner peripheral wall surface. Since a fine mesh-like dust removing member 7 is attached to the wall surface of the water intake tank 4, dust (including slender string-like dust) that could not be removed by the dust removal equipment 3 in the water channel 1 is cylindrical with the water intake 2. It flows as a vortex along the shape wall surface and is caught by the fine dust removing member 7 and can be easily removed.

すなわち、従来の取水槽では水路1に設けた除塵設備3を通過してしまった細長いひもなどのごみが取水槽に入り込んできても除去する手段が無かったが、取水層4を円筒形状にし、その内周面に沿って取水2を流すことにより、この取水2と共に取水槽4に入り込んできたごみを、取水槽4の内周面に設けた除塵部材7によりに除去することができる。   That is, in the conventional water intake tank, there was no means to remove even if garbage such as elongated strings that had passed through the dust removal equipment 3 provided in the water channel 1 entered the water intake tank, but the water intake layer 4 was made cylindrical. By flowing the water intake 2 along the inner peripheral surface, the dust that has entered the water intake tank 4 together with the water intake 2 can be removed by the dust removing member 7 provided on the inner peripheral surface of the water intake tank 4.

また、取水ポンプ5は取水槽4内の水位が設定値以上になれば運転され、貯水槽4内の取水2を、後続の図示しないろ過設備に取水する。この取水ポンプ5の運転により、水位が停止水位に下降すれば、取水ポンプ5は停止制御される。このポンプ運転時、前述した除塵設備3や除塵部材7によっても除去できなかったごみやヘドロは、取水ポンプ5の吸い込み口からポンプ内部に侵入しようとするが、取水ポンプ5の吸い込み口周囲には網目状の防護装置8が設置されているので、取水ポンプ5へのヘドロや細かなごみの吸い込みを防止できる。   The water intake pump 5 is operated when the water level in the water intake tank 4 becomes equal to or higher than a set value, and the water intake 2 in the water storage tank 4 is taken into a subsequent filtration facility (not shown). If the water level falls to the stop water level by the operation of the intake pump 5, the intake pump 5 is controlled to stop. During this pump operation, the dust and sludge that could not be removed by the dust removal equipment 3 and the dust removal member 7 try to enter the inside of the pump through the suction port of the intake pump 5, but around the suction port of the intake pump 5. Since the mesh-like protective device 8 is installed, it is possible to prevent sludge and fine dust from being sucked into the water intake pump 5.

これらの結果、ヘドロと一緒に細長いひもなどのごみを取水ポンプが吸い込むことによる目詰まりの発生や取水ポンプの能力低下、さらには配管清掃のメンテナンス増大などの問題を従来より大幅に低減化でき、良好なポンプ運転を可能とする。   As a result, problems such as clogging due to suction of the sludge and sludge along with sludge, the capacity of the water intake pump, and increased maintenance of pipe cleaning can be greatly reduced compared to the past. Enables good pump operation.

次に、図4で示す実施の形態を説明する。この実施の形態では、取水槽4の底部に堆積するヘドロの堆積レベルを測定するヘドロ堆積レベル検出手段10を設けている。取水槽4の水は、前述した除塵設備3や除塵部材7によりごみを除去されたものであるが、長期間の使用により、取水槽4の底部4Aにはヘドロ11が堆積する。そこで、上述のようにヘドロ堆積レベル検出手段10を設け、その検出信号(汚泥濃度)を変換器10Aで判定し、これによって得られるヘドロ堆積レベルをオペレータに通報する。   Next, the embodiment shown in FIG. 4 will be described. In this embodiment, sludge accumulation level detecting means 10 for measuring the accumulation level of sludge accumulated on the bottom of the intake tank 4 is provided. The water in the water intake tank 4 has been debris removed by the dust removal equipment 3 and the dust removal member 7 described above, but sludge 11 accumulates on the bottom 4A of the water intake tank 4 due to long-term use. Therefore, the sludge accumulation level detection means 10 is provided as described above, the detection signal (sludge concentration) is judged by the converter 10A, and the sludge accumulation level obtained thereby is reported to the operator.

ヘドロ堆積レベル検出手段10の設置レベル(検出レベル)は、フリクトレベルスイッチ9で検出する水位の最下位レベルである非常停止レベル以下に設定する。変換器10Aで汚泥濃度よりヘドロ11の堆積状態を検出したら、図示しないオペレータ通報装置へ信号を伝送し、オペレータに対してヘドロ11の堆積異常の通報を行う。これによりオペレータはヘドロ除去などの適切な処置を行うことができる。   The installation level (detection level) of the sludge accumulation level detection means 10 is set to be equal to or lower than the emergency stop level that is the lowest level of the water level detected by the friction level switch 9. When the transducer 10A detects the accumulation state of the sludge 11 from the sludge concentration, a signal is transmitted to an operator notification device (not shown) to notify the operator of the accumulation abnormality of the sludge 11. As a result, the operator can take appropriate measures such as sludge removal.

このような処置を行うことにより、フリクトレベルスイッチ9がヘドロ11に埋もれることがなくなり、常に正常な水位検出による適切な取水ポンプ5の自動制御が可能となる。   By performing such a treatment, the friction level switch 9 is not buried in the sludge 11, and appropriate automatic control of the intake pump 5 by always detecting a normal water level becomes possible.

次に、図5で示す実施の形態を説明する。この実施の形態では、取水槽4の底部に流体を噴出させる流体噴出設備12を設け、噴出流体により取水槽4の底部に堆積したヘドロ11を攪拌している。流体噴出装置12は、ブロワ12Aと、その吐出側に連結したエアー配管12Bとで構成し、ブロワ12Aの運転で、エアー配管12Bからエアーを噴出させ、取水槽4の底部に堆積したヘドロ11を攪拌する。このヘドロ11の攪拌は定期的に行い、取水槽4の底部にヘドロ11が堆積しないようにする。   Next, the embodiment shown in FIG. 5 will be described. In this embodiment, a fluid ejection facility 12 that ejects fluid to the bottom of the water intake tank 4 is provided, and the sludge 11 deposited on the bottom of the water intake tank 4 is stirred by the ejected fluid. The fluid ejection device 12 includes a blower 12 </ b> A and an air pipe 12 </ b> B connected to the discharge side thereof. By operating the blower 12 </ b> A, air is ejected from the air pipe 12 </ b> B, and the sludge 11 accumulated at the bottom of the intake tank 4 is removed. Stir. The sludge 11 is periodically stirred so that the sludge 11 does not accumulate at the bottom of the water intake tank 4.

このようにエアーによりヘドロを攪拌すると、攪拌され吹き上げられたヘドロは、水路1から流れ込む取水2と共に取水槽4の内周面に沿って流れ、除塵部材7により捕獲され、除去される。すなわち、ヘドロ攪拌により、除塵部材7によるごみおよびヘドロの除去効果が増大し、フリクトレベルスイッチ9がヘドロ11に埋もれることがなくなり、常に正常な水位検出による適切な取水ポンプ5の自動制御が可能となる。   When the sludge is stirred by air in this way, the sludge stirred and blown up flows along the inner peripheral surface of the water intake tank 4 together with the water intake 2 flowing from the water channel 1 and is captured and removed by the dust removing member 7. That is, the sludge agitation increases the dust and sludge removal effect by the dust removing member 7, and the fruct level switch 9 is not buried in the sludge 11. Thus, the automatic intake pump 5 can always be automatically controlled by detecting the normal water level. Become.

但し、エアーにてヘドロを攪拌している間は、フリクトレベルスイッチ9が攪拌流によって移動し、誤動作する可能性がある。このため、攪拌時間帯はフリクトレベルスイッチ9の検出を電気回路的にキャンセルする仕組みを備えるものとする。   However, while the sludge is being agitated with air, the fruct level switch 9 may move due to the agitation flow and malfunction. For this reason, the stirring time zone is provided with a mechanism for canceling the detection of the friction level switch 9 in an electric circuit.

フリクトレベルスイッチ9は、前述のように、ロープ9Bの下端部に支持され、水位の変動に伴って上下動し、内蔵されたスイッチを動作させてレベルを検出する。すなわち、図6で示すように、水位が低ければ、フリクトレベルスイッチ9は下降し、ロープ9Bは直線状となる。これに対し、水位が上昇すれば、フリクトレベルスイッチ9も上昇し、ロープ9Bは図示のように固定金具13部分で折れ曲がる。このフリクトレベルスイッチ9の位置変化に応じて、内蔵された図示しない接点がオン/オフし、その検出信号を信号線9Cにより水位検出回路9Aに出力し、電気回路的に水位の検出を行う。   As described above, the friction level switch 9 is supported by the lower end portion of the rope 9B, moves up and down as the water level changes, and operates the built-in switch to detect the level. That is, as shown in FIG. 6, if the water level is low, the friction level switch 9 is lowered and the rope 9B is linear. On the other hand, if the water level rises, the friction level switch 9 also rises, and the rope 9B bends at the fixing bracket 13 portion as shown. A built-in contact (not shown) is turned on / off in response to the position change of the friction level switch 9, and the detection signal is output to the water level detection circuit 9A through the signal line 9C to detect the water level electrically.

このような構造であるため、正確な水位検出を行うためには、ロープ9Bが柔軟であることが重要である。しかし、長期間使用すると、取水槽4内のヘドロ成分が付着するため、ロープ9Bの硬直化が顕著になり、水位誤検出の原因となっていた。   Because of this structure, it is important that the rope 9B is flexible in order to perform accurate water level detection. However, when used for a long time, the sludge component in the water intake tank 4 adheres, so that the stiffening of the rope 9B becomes prominent, which causes erroneous detection of the water level.

そこで、フリクトレベルスイッチ9を保持するロープ9Bに対し、多数の洗浄流体噴出孔を有する柔らかな材質による配管を近接設置し、ロープ9Bの硬直化を防止する。例えば、図7で示すように、ロープ9Bの中心にエアー配管14Aを挿入し、これを図6で示すようにブロワ14Bに接続する。そして、ブロワ14Bを定期的に運転し、固定ロープ9Bをエアー配管14Aから噴き出るエアー(洗浄流体)により洗浄し、付着したヘドロの清掃を行ってロープ9Bの硬直化を防止する。この結果、ロープ9Bの硬直化に起因する水位誤検出を防止することができる。   Therefore, a pipe made of a soft material having a large number of cleaning fluid ejection holes is installed close to the rope 9B that holds the frit level switch 9 to prevent the rope 9B from becoming rigid. For example, as shown in FIG. 7, an air pipe 14A is inserted into the center of the rope 9B, and this is connected to the blower 14B as shown in FIG. Then, the blower 14B is periodically operated, the fixed rope 9B is washed with air (cleaning fluid) ejected from the air pipe 14A, and the attached sludge is cleaned to prevent the rope 9B from becoming rigid. As a result, it is possible to prevent erroneous detection of the water level due to the stiffening of the rope 9B.

次に、図8で示す実施の形態を説明する。この実施の形態では、前述した取水ポンプ5の吐出側の配管15に流路切換弁16を設け、一方の切換側をろ過設備への配管15Aに連結し、他方の切換側を汚水処理設備15Bへの配管に連結する。そして、取水ポンプ5の運転開始から所定時間は、汚泥処理設備側の配管15Bに切り換え、所定時間経過後にろ過設備側の配管15Aに切り換える。すなわち、取水ポンプ5から送られてくるヘドロの量によってろ過設備と汚泥処理設備との切替えを行うものである。通常、取水ポンプ5の運転初期時は、吐出されるヘドロの量が多く、ある程度時間が経過するとヘドロの量は減少する。   Next, the embodiment shown in FIG. 8 will be described. In this embodiment, the flow path switching valve 16 is provided in the discharge side pipe 15 of the intake pump 5 described above, one switching side is connected to the piping 15A to the filtration equipment, and the other switching side is connected to the sewage treatment equipment 15B. Connect to the piping to. Then, a predetermined time from the start of operation of the intake pump 5 is switched to the sludge treatment facility side piping 15B, and after the predetermined time has elapsed, the filtration facility side piping 15A is switched. That is, switching between the filtration equipment and the sludge treatment equipment is performed according to the amount of sludge sent from the water intake pump 5. Usually, at the initial stage of operation of the intake pump 5, the amount of sludge discharged is large, and the amount of sludge decreases after a certain amount of time has passed.

このため、取水ポンプ5の運転開始から一定時間の間は、切換弁16により汚泥処理設備側の配管15Bを選択し、ヘドロを多く含んだ分を汚泥処理設備へ送り汚泥として処理を行う。その後、一定時間が経過するとヘドロの量が減少する為に、今度は切換弁16をろ過設備側の配管15Aに切換え、ろ過設備により通常の河川浄化処理を行う。この結果、ヘドロによるろ過設備の目詰まりの軽減を図ることができる。   For this reason, for a fixed time from the start of operation of the intake pump 5, the switching valve 16 selects the pipe 15B on the sludge treatment facility side, and the portion containing a lot of sludge is sent to the sludge treatment facility and treated as sludge. Thereafter, since the amount of sludge decreases after a certain period of time, the switching valve 16 is now switched to the piping 15A on the filtration equipment side, and normal river purification processing is performed by the filtration equipment. As a result, it is possible to reduce clogging of the filtration facility due to sludge.

図8は取水ポンプ5の自動運転フローを示している。取水ポンプ5は、所定の運転条件が成立し(ステップ101)、取水槽4の水位が運転レベルに達すると(ステップ102)、タイマにより所定の時間遅れをとった後運転される(ステップ103)(ステップ104)。このポンプ運転により貯水槽4の水位がポンプ停止水位に下降すると(ステップ105)、ポンプ5は停止制御される(ステップ106)。ポンプ停止条件としては、この他に、取水ポンプ非常停止水位を検出した場合(ステップ107)や、故障発生を検出した場合(ステップ108)である。   FIG. 8 shows an automatic operation flow of the water intake pump 5. When a predetermined operation condition is established (step 101) and the water level in the intake tank 4 reaches an operation level (step 102), the intake pump 5 is operated after a predetermined time delay by a timer (step 103). (Step 104). When the water level in the water storage tank 4 falls to the pump stop water level by this pump operation (step 105), the pump 5 is controlled to stop (step 106). In addition to this, the pump stop condition includes a case where the intake pump emergency stop water level is detected (step 107) and a failure occurrence is detected (step 108).

このように構成したので、電気回路的に取水槽4の水位を誤検出しても、取水ポンプ5が頻繁に運転/停止を繰り返す現象を電気回路的に防止することができる。すなわち、従来技術で説明したように、取水ポンプ5の運転によりヘドロが取水ポンプに吸い込まれると、フリクトレベルスイッチ9もヘドロと一緒に移動するので、停止レベルを誤検出し、取水ポンプ5が停止してしまうことがある。取水ポンプ5が停止すると、ポンプ配管に入っていた水及びヘドロが逆流して取水槽4に戻り、フリクトレベルスイッチ9もヘドロと一緒に移動して運転水位を検出する。このため取水ポンプ5に対し再起動がかかる。この結果、取水ポンプ5は運転/停止を頻繁に繰返すという問題が生じた。   Since it comprised in this way, even if it detects erroneously the water level of the intake tank 4 electrically, the phenomenon which the intake pump 5 repeats an operation | movement / stop frequently can be prevented electrically. That is, as explained in the prior art, when sludge is sucked into the water intake pump by the operation of the water intake pump 5, the friction level switch 9 also moves together with the sludge, so that the stop level is erroneously detected and the water intake pump 5 stops. May end up. When the intake pump 5 is stopped, the water and sludge that have entered the pump pipe flow back to the intake tank 4 and the fruct level switch 9 also moves together with the sludge to detect the operating water level. For this reason, the water intake pump 5 is restarted. As a result, there has been a problem that the intake pump 5 frequently repeats operation / stop.

しかし、図9の制御では、取水ポンプ5が停止し自動再起動する時には、ステップ103にて確認タイマを動作させ、ある一定時間を経過してから再起動するようにしている。このため取水ポンプが直ちに再起動されることはなく、上述の運転/停止を頻繁に繰返すという問題が生じることはない。   However, in the control of FIG. 9, when the intake pump 5 is stopped and automatically restarted, the confirmation timer is operated in step 103 and restarted after a certain period of time has elapsed. For this reason, the water intake pump is not restarted immediately, and the problem of frequently repeating the above-mentioned operation / stop does not occur.

本発明による河川浄化システムの一実施の形態を示す図である。It is a figure which shows one Embodiment of the river purification system by this invention. 本発明における取水槽部分を改善した実施の形態を示す平面図である。It is a top view which shows embodiment which improved the intake tank part in this invention. 図2で示した取水層の断面図である。It is sectional drawing of the intake layer shown in FIG. 本発明におけるヘドロ堆積レベル検出手段を設けた実施の形態を示す取水槽断面図である。It is a water intake tank sectional view which shows embodiment provided with the sludge accumulation level detection means in this invention. 本発明における堆積へドロ攪拌装置を設けた実施の形態を示す取水槽断面図である。It is a water intake tank sectional view which shows embodiment provided with the accumulation sludge stirring apparatus in this invention. 本発明に用いるフリクトレベルスイッチの説明図である。It is explanatory drawing of the friction level switch used for this invention. 図6で示したロープの詳細構造を説明する斜視図である。It is a perspective view explaining the detailed structure of the rope shown in FIG. 本発明における取水ポンプの吐出側に切換弁を設けた実施の形態の説明図である。It is explanatory drawing of embodiment which provided the switching valve in the discharge side of the intake pump in this invention. 本発明における取水ポンプの運転制御の実施の形態を説明するフローチャートである。It is a flowchart explaining embodiment of the operation control of the intake pump in this invention.

符号の説明Explanation of symbols

1 水路
2 取水
3 除塵設備
4 取水槽
5 取水ポンプ
6 上昇流発生装置
7 除塵部材
8 防護装置
9 フリクトレベルスイッチ
10 ヘドロ堆積レベル検出手段
11 ヘドロ
12 ヘドロ攪拌用の流体噴出設備
14 洗浄流体噴出孔を有する柔らかな材質による配管
15 取水ポンプ吐出側配管
16 流路切換弁
DESCRIPTION OF SYMBOLS 1 Waterway 2 Water intake 3 Dust removal equipment 4 Water intake tank 5 Water intake pump 6 Upflow generator 7 Dust removal member 8 Protective device 9 Friction level switch 10 Sludge accumulation level detection means 11 Sludge 12 Fluid ejection equipment 14 for sludge agitation Piping 15 made of soft material having water intake pump discharge side piping 16 Flow path switching valve

Claims (8)

河川から引き込んだ水を、浄化処理する河川浄化システムであって、
河川からの引き込み水路に設けられ、水路を流れるごみを捕獲する除塵設備と、
この除塵設備の上流側に、水底部から除塵設備に沿う上昇流を生じさせる上昇流発生装置と、
を備えたことを特徴とする河川浄化システム。
A river purification system that purifies water drawn from a river,
Dust removal equipment that is installed in the waterway that draws in from the river and captures the waste flowing through the waterway;
On the upstream side of this dust removal equipment, an upward flow generating device that generates an upward flow along the dust removal equipment from the bottom of the water,
A river purification system characterized by comprising:
河川から引き込んだ水を、浄化処理する河川浄化システムであって、
円筒状に形成され、その内周面に河川からの引き込み水路が開口する貯水槽と、
この円筒状の貯水槽の内周面に設けられ、この内周面に沿って流れる水中のごみを捕獲する網状の除塵部材と、
を備えたことを特徴とする河川浄化システム。
A river purification system that purifies water drawn from a river,
A water storage tank that is formed in a cylindrical shape and has a water channel that opens from a river on its inner peripheral surface;
A net-like dust removing member that is provided on the inner peripheral surface of the cylindrical water storage tank and captures waste in water flowing along the inner peripheral surface;
A river purification system characterized by comprising:
取水槽の底部近くに吸い込み口が開口する取水ポンプを有し、この取水ポンプの前記吸い込み口の周囲に網目状の防護装置を設置したことを特徴とする請求項2に記載の河川浄化システム。   The river purification system according to claim 2, further comprising a water intake pump having a suction port opened near the bottom of the water intake tank, and a mesh-like protective device is installed around the suction port of the water intake pump. 取水槽底部に堆積するヘドロの堆積レベルを測定するヘドロ堆積レベルの検出手段を設け、この検出手段によって測定したヘドロ堆積レベルをオペレータに通報する通報手段をさらに設けたことを特徴とする請求項2又は請求項3に記載の河川浄化システム。   3. A sludge accumulation level detecting means for measuring the accumulation level of sludge accumulated at the bottom of the water intake tank is provided, and a reporting means for notifying an operator of the sludge accumulation level measured by the detecting means is further provided. Or the river purification system of Claim 3. 取水槽底部に流体を噴出させる流体噴出設備を設け、噴出流体により取水槽底部に堆積したヘドロを攪拌することを特徴とする請求項2乃至請求項4のいずれかに記載の河川浄化システム。   The river purification system according to any one of claims 2 to 4, wherein a fluid ejection facility for ejecting fluid is provided at the bottom of the intake tank, and sludge accumulated at the bottom of the intake tank is stirred by the ejected fluid. 取水槽の水位検出のためにフリクトレベルスイッチを用い、このフリクトレベルスイッチを保持するロープに対し、多数の洗浄流体噴出孔を有する柔らかな材質による配管を近接設置したことを特徴とする請求項2乃至請求項5のいずれかに記載の河川浄化システム。   3. A fritted level switch is used for detecting the water level in the intake tank, and a pipe made of a soft material having a large number of cleaning fluid ejection holes is installed close to a rope holding the fritted level switch. The river purification system according to claim 5. 取水ポンプの吐出側の配管に流路切換弁を設け、一方の切換側をろ過設備への配管に連結し、他方の切換側を汚水処理設備への配管に連結し、取水ポンプの運転開始から所定時間はその吐出側を前記汚泥処理設備側に切り換え、前記所定時間経過後に前記ろ過設備側に切り換えることを特徴とする請求項3乃至請求項6のいずれかに記載の河川浄化システム。   A flow switching valve is provided on the discharge-side piping of the intake pump, one switching side is connected to the piping to the filtration facility, and the other switching side is connected to the piping to the sewage treatment facility. The river purification system according to any one of claims 3 to 6, wherein the discharge side is switched to the sludge treatment facility side for a predetermined time, and is switched to the filtration facility side after the predetermined time has elapsed. 取水ポンプは、取水槽の水位に応じて運転/停止制御され、停止後の再起動は、停止から一定時間経過後に実行されるように確認タイマを備えたことを特徴とする請求項3に記載の河川浄化システム。   The intake pump is controlled to operate / stop according to the water level of the intake tank, and a restart timer after the stop is provided with a confirmation timer so as to be executed after a lapse of a certain time from the stop. River purification system.
JP2003433938A 2003-12-26 2003-12-26 River purifying system Pending JP2005188239A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109828093A (en) * 2019-03-28 2019-05-31 安徽中标环境科技有限公司 Monitor base station on-line in a kind of river rural area Hei Choushui
CN112301962A (en) * 2020-10-21 2021-02-02 长江勘测规划设计研究有限责任公司 Method for improving flow capacity of large diversion project without affecting normal water supply

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109828093A (en) * 2019-03-28 2019-05-31 安徽中标环境科技有限公司 Monitor base station on-line in a kind of river rural area Hei Choushui
CN109828093B (en) * 2019-03-28 2023-09-08 安徽中标环境科技有限公司 Rural black and odorous water river on-line monitoring base station
CN112301962A (en) * 2020-10-21 2021-02-02 长江勘测规划设计研究有限责任公司 Method for improving flow capacity of large diversion project without affecting normal water supply

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