JP2007098215A - Apparatus for removing scum and its method - Google Patents

Apparatus for removing scum and its method Download PDF

Info

Publication number
JP2007098215A
JP2007098215A JP2005288669A JP2005288669A JP2007098215A JP 2007098215 A JP2007098215 A JP 2007098215A JP 2005288669 A JP2005288669 A JP 2005288669A JP 2005288669 A JP2005288669 A JP 2005288669A JP 2007098215 A JP2007098215 A JP 2007098215A
Authority
JP
Japan
Prior art keywords
scum
water
weir
image
trough
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.)
Pending
Application number
JP2005288669A
Other languages
Japanese (ja)
Inventor
Hitoshi Kawajiri
斉 川尻
Yosuke Sakamoto
陽介 坂元
Akinori Yano
哲憲 矢野
Yoshiharu Numata
好晴 沼田
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.)
Hitachi Plant Technologies Ltd
Original Assignee
Hitachi Plant Technologies Ltd
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 Hitachi Plant Technologies Ltd filed Critical Hitachi Plant Technologies Ltd
Priority to JP2005288669A priority Critical patent/JP2007098215A/en
Publication of JP2007098215A publication Critical patent/JP2007098215A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Removal Of Floating Material (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an apparatus for removing scum capable of reducing the quantity of water flowing into a trough to efficiently carry out the inflow of only scum water into the trough and its method. <P>SOLUTION: The apparatus 20 for removing the scum floating on the water surface of a water tank comprises: a trough 22 into which the scum water 14 containing the scum 16 flows; a swing dam 24 provided on the inflow opening 27 of the scum water 14 formed on the side wall face of the trough 22, formed in a size roughly corresponding to an inflow opening area, and damming and overflowing the scum water 14 to the trough 22 by longitudinally swinging on its lower end; swing dam driving means 40 for swinging the swing dam 24; image capture means 82 for capturing an image at a fixed area of the water surface around the swing dam 24 to monitor the accumulated condition of the scum 16; image processing means 84 for processing the captured image into a scum image and an image other than that; and control means 86 for controlling the swing dam driving means 40 from the result of image-processed image processing. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、スカム除去装置及びその方法に係り、水処理設備の水槽、例えば沈殿池の水面に浮遊するスカム(浮遊物)を除去するためのスカム除去装置及びその方法に関する。   The present invention relates to a scum removing device and method, and more particularly to a scum removing device and method for removing scum (floating matter) floating on a water surface of a water treatment facility, for example, a sedimentation basin.

従来から、水処理設備の沈殿池等においては、水面にスカムが滞留し、処理水質の悪化及び悪臭発生の原因となってきていた。このため、スカムを定期的に処理する必要があるが、このスカムを除去する装置として、沈殿池の巾いっぱいの長さを有する円筒形状でスカム流入口が開口されたパイプスキマが多くの水処理設備で用いられている。パイプスキマは、スカム除去時には開口部が一定角度回転し、開口部が水面と接触することで、水面上に滞留したスカムを含むスカム水を呑込むようになっている。   Conventionally, in a sedimentation basin or the like of a water treatment facility, scum has accumulated on the surface of the water, causing deterioration of treated water quality and generation of bad odor. For this reason, it is necessary to treat scum periodically. As a device for removing this scum, a pipe skimmer with a scum inlet opening in a cylindrical shape having the full length of the settling basin is used for many water treatments. Used in equipment. In the pipe skimmer, when the scum is removed, the opening rotates by a certain angle, and the opening contacts the water surface, so that scum water including scum staying on the water surface is swallowed.

しかし、パイプスキマにおいてスカム流入口へのスカム水の越流速度はパイプスキマからスキマ送水配管への流入口に近いほど早く、遠くなるほど遅くなる。越流速度に差が生じるため越流速度の遅い方の水面上に浮遊するスカムがそのまま滞留し易く、また、水位の変動により開口部の呑込み深さが変化し、呑込み量にバラツキが生じてしまうため、スカムをうまく除去できないという問題があった。   However, the scum water overflow speed to the scum inlet at the pipe skimmer is faster as it is closer to the inlet from the pipe skimmer to the skimmer water supply pipe, and is slower as it is farther away. Due to the difference in overflow speed, the scum floating on the water surface with the slower overflow speed tends to stay as it is, and the depth of penetration of the opening changes due to fluctuations in the water level, and the amount of penetration varies. As a result, scum could not be removed successfully.

この問題を解決するために、特許文献1には、スカムの誘引口として水面よりも深く開口したトラフと、誘引口近くに配され水面を境に上下運動する堰と、内部に液体を流入させるタンクと錘とでシーソー運動を行なうシーソー機構を設け、このシーソー機構によって堰を上下駆動する浮遊物除去装置が提案されている。
特開平7−305325号公報
In order to solve this problem, Patent Document 1 discloses a trough that opens deeper than the water surface as a scum attracting port, a weir that is arranged near the attracting port and moves up and down around the water surface, and allows liquid to flow inside. There has been proposed a floating body removing device that has a seesaw mechanism that performs a seesaw motion between a tank and a weight, and that drives the weir up and down by the seesaw mechanism.
JP 7-305325 A

ところで、スカム除去装置でスカムが除去された処理水は、後工程例えば生物処理装置で生物学的な処理を行うことが一般的であり、スカム除去装置ではスカムは効率的に除去しつつもトラフに流入する水量をできるだけ減らし、多くの処理水を生物処理装置に送液することが重要になる。   By the way, the treated water from which the scum has been removed by the scum removing device is generally subjected to biological treatment in a subsequent process such as a biological treatment device, and the scum removing device can remove trough while efficiently removing the scum. It is important to reduce the amount of water flowing into the water as much as possible and to send a large amount of treated water to the biological treatment apparatus.

しかしながら、沈殿池に溜まったスカム水をトラフに流入させる従来のタイミングの制御は、タイマー制御が通常であるので、トラフに流入する水をできるだけ少なくしてスカムを効率的に流入させることができないという問題がある。即ち、沈殿池に流入する廃水の水質は変動し、沈殿池の水面に溜まるスカム量は時々刻々変化するので、タイマー制御では、水面に溜まっているスカム量が少ない場合でも定時になればスカム水をトラフに流入させることになる。逆に、水面に多量のスカムが溜まったにも係わらず定時までトラフに流入させないと、溜まったスカムによる悪臭が発生するだけでなく、スカムが装置の各部分に付着して装置故障の原因になる。   However, the conventional timing control for flowing the scum water collected in the sedimentation basin into the trough is usually a timer control, so that the amount of water flowing into the trough cannot be reduced as much as possible to prevent the scum from flowing efficiently. There's a problem. In other words, the quality of the wastewater flowing into the sedimentation basin changes, and the amount of scum that accumulates on the surface of the sedimentation basin changes from moment to moment. Will flow into the trough. Conversely, if a large amount of scum accumulates on the surface of the water but does not flow into the trough until the scheduled time, not only does the scum accumulate, but the scum adheres to each part of the device and may cause device failure. Become.

本発明はこのような問題に対してなされたもので、水槽に流入する廃水の水質変動によるスカムの実際の溜まり具合に即してスカム水をトラフに流入させることができるので、トラフに流入する水量を減少させてスカム水のみを効率的にトラフに流入させることができるスカム除去装置及びその方法を提供することを目的とする。   The present invention has been made for such a problem, and since scum water can be made to flow into the trough in accordance with the actual accumulation state of scum due to fluctuations in the quality of the wastewater flowing into the water tank, it flows into the trough. It is an object of the present invention to provide a scum removing device and method for reducing the amount of water so that only scum water can efficiently flow into the trough.

請求項1に記載の発明は、前記目的を達成するために、水槽の水面に浮遊するスカムを除去するスカム除去装置において、前記スカムを含むスカム水が流入するトラフと、前記トラフの側壁面に形成された前記スカム水の流入開口に設けられ、該流入開口面積に略対応する大きさに形成されると共に、その下端部を揺動支点として縦向きに揺動することにより前記スカム水の前記トラフへの堰止めと越流とを行う揺動堰と、前記揺動堰を揺動させる揺動堰駆動手段と、前記揺動堰近傍の水面の一定領域を撮像して前記スカムの溜まり具合を監視する撮像手段と、前記撮像された画像を前記スカム画像とそれ以外の画像とに画像処理する画像処理手段と、前記画像処理された画像処理結果に基づいて前記揺動堰駆動手段を制御する制御手段と、を備えたことを特徴とするスカム除去装置を提供する。   In order to achieve the above object, the invention according to claim 1 is a scum removing device for removing scum floating on the water surface of a water tank, a trough into which scum water including the scum flows, and a side wall surface of the trough. The scum water is provided in the inflow opening of the formed scum water and is formed in a size substantially corresponding to the area of the inflow opening. An oscillating weir that stops and overflows the trough, an oscillating weir driving means that oscillates the oscillating weir, and a fixed area of the water surface in the vicinity of the oscillating weir. Imaging means for monitoring the image, image processing means for image processing the captured image into the scum image and other images, and controlling the oscillating weir driving means based on the image processing result obtained by the image processing Control means to Providing scum removing apparatus characterized by comprising.

本発明の請求項1によれば、撮像手段で揺動堰近傍の水面の一定領域を撮像してスカムの溜まり具合を常時監視し、画像処理手段で撮像された画像をスカム画像とそれ以外の画像とに画像処理する。画像処理としては、例えばスカムと水との色の違いや色の濃淡から二値化処理を好適に採用することができる。次に、画像処理された画像情報は制御手段に送られ、制御手段は、画像処理された画像処理結果に基づいて揺動堰駆動手段を制御する。   According to the first aspect of the present invention, a fixed area of the water surface in the vicinity of the oscillating weir is imaged by the imaging unit, and the scum accumulation is constantly monitored, and the image captured by the image processing unit is used as the scum image and the other scum image. Image processing with images. As the image processing, for example, a binarization process can be suitably employed from the difference in color between scum and water or the color density. Next, the image information subjected to the image processing is sent to the control means, and the control means controls the swing weir driving means based on the image processing result subjected to the image processing.

このように水面に溜まるスカムの溜まり具合を撮像することで、水槽に流入する廃水の水質変動によるスカムの実際の溜まり具合に即してスカム水をトラフに流入させることができるので、トラフに流入する水量を減少させてスカム水のみを効率的にトラフに流入させることができる。   By capturing the amount of scum collected on the water surface in this way, scum water can flow into the trough according to the actual scum accumulation due to the water quality fluctuation of the wastewater flowing into the aquarium. Therefore, only the scum water can efficiently flow into the trough.

請求項2に記載の発明は、請求項1の発明において、前記制御手段は、前記画像処理された画面全体に対する前記スカム画像の面積比率に基づいて、前記面積比率が設定上限値を超えたら前記揺動堰駆動手段を制御して前記揺動堰を堰止め状態から越流状態に制御し、該越流により前記面積比率が設定下限値を下回ったら前記越流状態から前記堰止め状態に戻す制御を行うことを特徴とする。   According to a second aspect of the present invention, in the first aspect of the invention, when the area ratio exceeds a set upper limit value based on an area ratio of the scum image to the entire image-processed screen, the control means The oscillating weir driving means is controlled to control the oscillating weir from the dammed state to the overflow state, and when the area ratio falls below the set lower limit value due to the overflow, the oscillating weir is returned from the overflow state to the dammed state. Control is performed.

請求項2は制御手段による揺動堰駆動手段の制御方法の好ましい態様を示したもので、画像処理された画面全体に対するスカム画像の面積比率の設定上限値と設定下限値を設定し、面積比率が設定上限値を超えたら揺動堰駆動手段を制御して揺動堰を堰止め状態から越流状態に制御する。これにより、水面に溜まっているスカム量が少ないにも係わらずスカム水をトラフに流入させることを防止できると共に、スカムが溜まり過ぎて悪臭が発生したり、装置故障の原因になったりするのを防止できる。   Claim 2 shows a preferred embodiment of the control method of the oscillating weir driving means by the control means, and sets an upper limit value and a lower limit value for setting the area ratio of the scum image to the entire image processed screen, and the area ratio When the value exceeds the set upper limit value, the oscillating weir driving means is controlled to control the oscillating weir from the dammed state to the overflow state. This prevents the scum water from flowing into the trough even though the amount of scum accumulated on the water surface is small, and the scum accumulates too much, causing bad odors and causing equipment failure. Can be prevented.

また、上記越流状態により面積比率が設定下限値を下回ったら越流状態から堰止め状態に戻す制御を行うので、溜まったスカムがトラフに殆ど流入し終わったにも係わらず、いたずらに水をトラフに流入させることがない。従って、トラフに流入する水量を減少させてスカム水のみを効率的にトラフに流入させることができる。   Also, when the area ratio falls below the set lower limit value due to the overflow condition, control is performed to return from the overflow condition to the weiring condition, so that water has been accidentally poured even though the accumulated scum has almost flown into the trough. It does not flow into the trough. Accordingly, it is possible to reduce the amount of water flowing into the trough and efficiently flow only the scum water into the trough.

更に、請求項3に記載の発明は、前記目的を達成するために、水槽の水面に浮遊するスカムを除去するスカム除去方法において、前記スカムを含むスカム水が流入するトラフの側壁面に形成された前記スカム水の流入開口に略対応する大きさに形成されると共に、その下端部を揺動支点として縦向きに揺動することにより前記スカム水の前記トラフへの堰止めと越流とを行うフロート式の揺動堰近傍の水面の一定領域を、撮像手段により撮像して前記スカムの溜まり具合を監視し、前記撮像された画像を画像処理手段により前記スカム画像とそれ以外の画像とに画像処理し、画像処理された画面全体に対する前記スカム画像の面積比率に基づいて、前記面積比率が設定上限値を超えたら揺動堰駆動手段を制御して前記揺動堰を堰止め状態から越流状態にし、該越流により前記面積比率が設定下限値を下回ったら前記越流状態から前記堰止め状態に戻すことを特徴とするスカム除去方法を提供する。   Furthermore, in order to achieve the above object, the invention according to claim 3 is a scum removing method for removing scum floating on the water surface of a water tank, and is formed on a side wall surface of a trough into which scum water including the scum flows. The scum water is formed in a size substantially corresponding to the opening of the scum water, and the scum water is dammed to the trough and overflowed by swinging vertically with the lower end portion as a swing fulcrum. A fixed area of the water surface in the vicinity of the floating oscillating weir to be imaged is imaged by an imaging unit to monitor the accumulation of the scum, and the captured image is converted into the scum image and other images by an image processing unit. Based on the area ratio of the scum image with respect to the entire image-processed screen, when the area ratio exceeds a set upper limit value, the oscillating weir driving means is controlled to remove the oscillating weir from the dammed state. And the flow state, provides a scum removal method characterized by from said overflow state Once below the area ratio set lower limit by 該越 flow back into the dammed state.

以上説明したように、本発明のスカム除去装置及びその方法によれば、水槽に流入する廃水の水質変動によるスカムの実際の溜まり具合に即してスカム水をトラフに流入させることができるので、トラフに流入する水量を減少させてスカム水のみを効率的にトラフに流入させることができる。   As described above, according to the scum removing device and the method of the present invention, scum water can be flowed into the trough in accordance with the actual accumulation state of scum due to the water quality fluctuation of the wastewater flowing into the water tank. By reducing the amount of water flowing into the trough, only scum water can efficiently flow into the trough.

以下添付図面に従って本発明に係るスカム除去装置の好ましい実施の形態について詳説する。   Hereinafter, preferred embodiments of the scum removing device according to the present invention will be described in detail with reference to the accompanying drawings.

図1は本発明の実施の形態に係るスカム除去装置20を、沈殿池10に組み込んだ斜視図である。また、図2はスカム除去装置20を上から見た概略図であり、図3(A)、(B)はトラフと揺動堰との連結部分を説明する縦断面図である。   FIG. 1 is a perspective view in which a scum removing device 20 according to an embodiment of the present invention is incorporated in a sedimentation basin 10. 2 is a schematic view of the scum removing device 20 as viewed from above, and FIGS. 3A and 3B are longitudinal sectional views for explaining a connecting portion between the trough and the swing weir.

スカム除去装置20は、主として沈殿池10の水面に浮遊するスカム16を含むスカム水14が流入するトラフ22と、トラフ22の側壁面に形成されたスカム水の流入開口27に設けられ、該流入開口面積に略対応する大きさに形成されると共に、その下端部を揺動支点として縦向きに揺動することによりスカム水のトラフ22への堰止めと越流とを行う揺動堰24と、揺動堰24を揺動させる揺動堰駆動手段40と、スカム水をトラフ22に流入させるタイミングを制御するタイミングコントローラ80と、で構成される。   The scum removing device 20 is provided at a trough 22 into which scum water 14 including scum 16 floating mainly on the water surface of the sedimentation basin 10 flows in, and an inflow opening 27 of scum water formed on the side wall surface of the trough 22. An oscillating weir 24 that is formed in a size substantially corresponding to the opening area and that oscillates and overflows the scum water trough 22 by oscillating vertically with its lower end as an oscillating fulcrum; The oscillating weir driving means 40 that oscillates the oscillating weir 24 and the timing controller 80 that controls the timing at which the scum water flows into the trough 22 are configured.

トラフ22は、横断面の形状が凹状に形成されると共に、長さ方向が沈殿池10の横幅と略同じ長さに形成される。トラフ22に流入したスカム水は沈殿池10の一方側の側壁面に形成された排出口32を介して排出流路30に流出される。   The trough 22 is formed to have a concave cross-sectional shape and a length direction substantially the same as the horizontal width of the settling basin 10. The scum water that has flowed into the trough 22 flows out into the discharge channel 30 through the discharge port 32 formed on the side wall surface on one side of the sedimentation basin 10.

また、トラフ22の一方側の側壁面には流入開口27の左右両端部から揺動堰24の揺動方向に突出した第1の側板31、31が一対設けられ、この第1の側板31、31の下部に設けられたヒンジ23に揺動堰24が揺動自在に支持される。更には、揺動堰24の左右両端部には揺動堰24が揺動する際に第1の側板31、31に摺動する第2の側板26、26が一対設けられる。第2の側板26、26は、ヒンジ23を要とした扇形状に形成される。これにより、揺動堰24が揺動したときに、トラフ22の側壁面と揺動堰24との左右両端部の間に形成される扇形状の隙間を塞ぐことができるので、沈殿池の水が揺動堰24の左右両端部から回り込んでトラフ22に流入するのを防止でき、揺動堰24の上端から越流するスカム水のみをトラフ22に流入させることができる。第1の側板31、31と第2の側板26、26との摺動面には、シール部材(例えばOリング等)を介在させて揺動堰24が揺動した際の水密性を向上することが好ましい。   In addition, a pair of first side plates 31, 31 protruding in the swinging direction of the swing weir 24 from the left and right end portions of the inflow opening 27 are provided on one side wall surface of the trough 22, and the first side plate 31, A swing weir 24 is swingably supported by a hinge 23 provided at a lower portion of 31. Furthermore, a pair of second side plates 26, 26 that slide on the first side plates 31, 31 when the swing weir 24 swings are provided at both left and right ends of the swing weir 24. The second side plates 26, 26 are formed in a fan shape that requires the hinge 23. Thus, when the swing weir 24 swings, the fan-shaped gap formed between the left and right end portions of the trough 22 and the swing weir 24 can be closed. Can be prevented from flowing into the trough 22 from both left and right ends of the swing weir 24, and only the scum water overflowing from the upper end of the swing weir 24 can flow into the trough 22. A sealing member (for example, an O-ring or the like) is interposed between the sliding surfaces of the first side plates 31 and 31 and the second side plates 26 and 26 to improve water tightness when the swing weir 24 swings. It is preferable.

また、一対からなる第1の側板31、31と第2の側板26、26との外側には、揺動堰24が揺動した際にトラフ22の側壁面と揺動堰24との左右両端部の間に形成される前述の扇形状の隙間を塞ぐ蛇腹部材28が設けられている。これによって、沈殿池10の水が揺動堰24の左右両端部から回り込んでトラフ22に流入するのを一層防止できる。更には、ヒンジ23にスカムやその他の付着物が付着して揺動堰24の揺動を阻害しないように、図3(A)及び(B)に示すように、ヒンジ23をカバー25で覆うことが好ましい。   In addition, on the outside of the pair of first side plates 31 and 31 and the second side plates 26 and 26, the left and right ends of the side wall surface of the trough 22 and the swing weir 24 when the swing weir 24 swings. A bellows member 28 for closing the aforementioned fan-shaped gap formed between the portions is provided. As a result, it is possible to further prevent the water in the sedimentation basin 10 from flowing into the trough 22 from the left and right ends of the rocking weir 24. Further, as shown in FIGS. 3A and 3B, the hinge 23 is covered with a cover 25 so that scum and other deposits adhere to the hinge 23 and do not hinder the swing of the swing weir 24. It is preferable.

そして、図3(A)及び(B)から分かるように、揺動堰24はヒンジ23を揺動支点として揺動することにより、スカム水のトラフ22への堰止めと越流とを行う。即ち、沈殿池10の水面にスカムが溜まっていないときには、図3(A)に示したように、揺動堰の上端が水面よりも高い位置になるように揺動堰24を揺動させる。そうすることで、スカム除去装置20のトラフ22にスカム水14が流入することを防いでいる。一方、スカムが水面に溜まったときには、図3(B)に示したように、揺動堰24の上端が水面よりも低い位置になるように揺動堰24を揺動させる。そうすることで、スカム除去装置20のトラフ22にスカム水14が流入するので水面に浮遊するスカムを沈殿池10から取り除くことができる。トラフ22に流入したスカム水14は、排出流路30によって外部に排出され、不図示の外部装置によりスカムを分離し、スカムが分離された水は再び沈殿池10に戻される。   As can be seen from FIGS. 3A and 3B, the swing weir 24 swings around the hinge 23 as a swing fulcrum to stop and overflow the scum water to the trough 22. That is, when no scum is accumulated on the water surface of the sedimentation basin 10, the swing weir 24 is swung so that the upper end of the swing weir is higher than the water surface as shown in FIG. By doing so, the scum water 14 is prevented from flowing into the trough 22 of the scum removing device 20. On the other hand, when the scum accumulates on the water surface, the oscillating weir 24 is oscillated so that the upper end of the oscillating weir 24 is lower than the water surface, as shown in FIG. By doing so, since the scum water 14 flows into the trough 22 of the scum removing device 20, the scum floating on the water surface can be removed from the sedimentation basin 10. The scum water 14 that has flowed into the trough 22 is discharged to the outside through the discharge passage 30, and the scum is separated by an external device (not shown), and the water from which the scum has been separated is returned to the sedimentation basin 10 again.

また、図1及び図2に示すように、沈殿池10内における揺動堰24の左右両端部の近傍には、スカム水14の流れを揺動堰24の左右両端側から中央側にガイドするガイド板34を設けることが好ましい。これは、沈殿池10の側壁12と蛇腹部材28との隙間にスカムが入り込み、スカムが蛇腹部材28に付着すると、蛇腹部材28の伸縮動作を阻害するので、揺動堰24の揺動に支障をきたしてしまうからである。本発明の実施の形態では、ガイド板34を設けるようにしたので、揺動堰24両端部と側壁12との隙間にスカムが入り込むのを防止できる。更に、ガイド板34の下部(水中)にエアを曝気する曝気管37を設けることが好ましい。この曝気管37におけるエアの曝気向きは揺動堰24の両端部側から中央部側への水流が形成されるように配置することが好ましい。このようにエアを水中に曝気することで、ガイド板34付近に集まったスカムをエアの勢いによって揺動堰24の両端側から中央側に追いやることができるので、更に、揺動堰24両端部と壁12との隙間にスカムが入り込んでしまうことを防ぐことができる。エアはエア配管を介して供給するが、水処理設備にある曝気槽において用いているエアを好適に利用することができる。   Further, as shown in FIGS. 1 and 2, the flow of the scum water 14 is guided from the left and right ends of the oscillating weir 24 to the center in the vicinity of the left and right ends of the oscillating weir 24 in the sedimentation basin 10. A guide plate 34 is preferably provided. This is because if the scum enters the gap between the side wall 12 of the sedimentation basin 10 and the bellows member 28 and the scum adheres to the bellows member 28, the expansion and contraction of the bellows member 28 is obstructed. It is because it will come. In the embodiment of the present invention, since the guide plate 34 is provided, it is possible to prevent scum from entering the gap between the both ends of the rocking weir 24 and the side wall 12. Furthermore, it is preferable to provide an aeration tube 37 for aerating air below the guide plate 34 (underwater). The aeration direction of the air in the aeration pipe 37 is preferably arranged so that a water flow is formed from both ends of the oscillating weir 24 toward the center. By aerating air into the water in this way, the scum gathered in the vicinity of the guide plate 34 can be driven from the both end sides of the swing weir 24 to the center side by the force of the air. And scum can be prevented from entering the gap between the wall 12 and the wall 12. Although air is supplied via an air pipe, the air used in the aeration tank in the water treatment facility can be suitably used.

タイミングコントローラ80は、図1に示すように、揺動堰24近傍の水面の一定領域を撮像してスカム16の溜まり具合を監視する撮像手段82と、撮像された画像をスカム画像とそれ以外の画像とに画像処理する画像処理手段84と、画像処理された画像処理結果に基づいて揺動堰駆動手段40を制御する制御手段86と、を備えている。   As shown in FIG. 1, the timing controller 80 captures a certain area of the water surface in the vicinity of the oscillating weir 24 to monitor the accumulation state of the scum 16, the captured image as a scum image, and the rest An image processing unit 84 that performs image processing on an image and a control unit 86 that controls the swing weir driving unit 40 based on the image processing result subjected to the image processing are provided.

常時、撮像手段82では、揺動堰24近傍の水面の一定領域を撮像してスカム16の溜まり具合を監視している。そして、撮像手段82で撮像された画像は、画像処理手段84でスカム画像とそれ以外の画像とに画像処理する。画像処理としては、例えばスカム16と水との色の違いや色の濃淡から二値化処理を好適に採用することができる。次に、画像処理された画像情報は制御手段86に送られ、制御手段86は、画像処理された画像処理結果に基づいて揺動堰駆動手段40を制御する。   At all times, the imaging means 82 images a certain area of the water surface near the oscillating weir 24 and monitors the accumulation of the scum 16. Then, the image picked up by the image pickup means 82 is subjected to image processing by the image processing means 84 into a scum image and other images. As the image processing, for example, a binarization process can be suitably employed from the difference in color between the scum 16 and water and the color density. Next, the image information subjected to the image processing is sent to the control means 86, and the control means 86 controls the swing weir driving means 40 based on the image processing result subjected to the image processing.

ここで、制御手段86では、画像処理された画面全体に対するスカム画像の面積比率の設定上限値と設定下限値が設定されており、面積比率が設定上限値を超えたら揺動堰駆動手段40を制御して揺動堰24を堰止め状態から越流状態にする。これにより、水面に溜まっているスカム量が少ないにも係わらずスカム水14をトラフ22に流入させることを防止できると共に、スカム16が溜まり過ぎて悪臭が発生したり、装置故障の原因になったりするのを防止できる。   Here, in the control means 86, the setting upper limit value and the setting lower limit value of the area ratio of the scum image with respect to the entire image-processed screen are set. Control is performed to change the oscillating weir 24 from the dammed state to the overflow state. Thereby, it is possible to prevent the scum water 14 from flowing into the trough 22 even though the amount of scum accumulated on the water surface is small, and the scum 16 accumulates too much, causing a bad odor or causing a device failure. Can be prevented.

また、制御手段86は、上記越流状態により面積比率が設定下限値を下回ったら越流状態から堰止め状態に戻す制御を行う。これにより、溜まったスカム16がトラフ22に殆ど流入し終わったにも係わらず、いたずらに水をトラフ22に流入させることがない。   Further, the control means 86 performs control to return from the overflow state to the damming state when the area ratio falls below the set lower limit value due to the overflow state. Thereby, although the accumulated scum 16 has almost flowed into the trough 22, water does not flow into the trough 22 unnecessarily.

以上のように、水面に溜まるスカム16の溜まり具合を撮像し、撮像された画像を画像処理し、この画像処理したスカム画像の面積比率に基づいて揺動堰24を駆動することで、沈殿池10に流入する廃水の水質変動によるスカム16の実際の溜まり具合に即してスカム水14をトラフ22に流入させることができるので、トラフ22に流入する水量を減少させてスカム水14のみを効率的にトラフ22に流入させることができる。   As described above, the state of accumulation of the scum 16 that accumulates on the water surface is imaged, the captured image is image-processed, and the rocking weir 24 is driven based on the area ratio of the image-processed scum image. Since the scum water 14 can flow into the trough 22 in accordance with the actual accumulation state of the scum 16 due to the water quality fluctuation of the waste water flowing into the trough 10, the amount of water flowing into the trough 22 is reduced and only the scum water 14 is efficiently used. Thus, it can be made to flow into the trough 22.

図4及び図5は、本発明に係るスカム除去装置20における揺動堰駆動手段40の斜視図であり、揺動堰24が水に浮かぶフロート構造に好適な手段である。図4及び図5では第1及び第2の側壁、蛇腹部材等は省略してある。   4 and 5 are perspective views of the oscillating weir driving means 40 in the scum removing device 20 according to the present invention, which is a means suitable for a float structure in which the oscillating weir 24 floats on water. 4 and 5, the first and second side walls, the bellows member and the like are omitted.

図4の揺動堰駆動手段40は、揺動堰24の上端中央部に取り付けられたヒンジ42に棒状部材41の下端が遊びをもった状態で回動自在に支持される。この棒状部材41は上端部がフリーな状態で垂直に立設されると共に略中央部が装置本体基盤47に支持されたガイド筒44内に挿通される。このガイド筒44によって棒状部材41が倒れるのを防止すると共に、棒状部材41がスムーズに上下動を行えるようにしている。また、棒状部材41の上部近傍には、エアプランジャ46に支持された一対のクランプ49、49が設けられ、エアプランジャ46を駆動することで一対のクランプ49、49が棒状部材41をクランプ(挟持)したり、棒状部材41を離したりすることができる。また、エアプランジャ46は装置本体基盤47に固定されたエアシリンダ48に搭載されており、エアシリンダ48を駆動することにより、エアプランジャ46を上下移動することができる。   The swing weir drive means 40 in FIG. 4 is supported by a hinge 42 attached to the center of the upper end of the swing weir 24 so that the lower end of the rod-shaped member 41 has a play and is rotatable. The rod-like member 41 is vertically erected with its upper end being free, and its substantially central portion is inserted into a guide tube 44 supported by the apparatus main body base 47. The guide tube 44 prevents the rod-like member 41 from falling down and allows the rod-like member 41 to move up and down smoothly. In addition, a pair of clamps 49 and 49 supported by the air plunger 46 are provided in the vicinity of the upper portion of the rod-shaped member 41. By driving the air plunger 46, the pair of clamps 49 and 49 clamps (holds) the rod-shaped member 41. Or the rod-shaped member 41 can be released. The air plunger 46 is mounted on an air cylinder 48 fixed to the apparatus main body base 47, and the air plunger 46 can be moved up and down by driving the air cylinder 48.

このように構成された揺動堰駆動手段40によれば、通常時には、一対のクランプ49、49が棒状部材41を離した状態(非接触の状態)にある。このため、フロート構造の揺動堰24は沈殿池10の水面の水位に追従して揺動すると共に、揺動堰24の上端は水面から上にでた状態にあり、水がトラフ22に流入するのを堰止めする。そして、水面にスカムが溜まってスカム水をトラフ22に流入させるときには、エアプランジャ46を駆動して一対のクランプ49、49で棒状部材41をクランプすると共に、エアシリンダ48のロッド48Aを縮方向に駆動してエアプランジャ46を下方に所定量だけ移動させる。このエアプランジャ46の下方移動にともなって一対のクランプ49,49にクランプされた棒状部材41も下方移動するので、揺動堰24が下向きに揺動し、揺動堰24の上端が水面下に没する。これにより、スカム水が揺動堰24の上端を乗り越えてトラフ22に越流する。このときに、揺動堰駆動手段40による揺動堰24の揺動量を調整することで、揺動堰24の上端を所望距離だけ水面下に沈めることができるので、スカム水のトラフ22への越流量を調整できる。   According to the oscillating weir driving means 40 configured as described above, the pair of clamps 49 and 49 are normally separated from the rod-shaped member 41 (non-contact state). For this reason, the oscillating weir 24 of the float structure oscillates following the water level of the water surface of the sedimentation basin 10, and the upper end of the oscillating weir 24 is in a state of rising above the water surface, and water flows into the trough 22 Damping you. When the scum accumulates on the water surface and the scum water flows into the trough 22, the air plunger 46 is driven to clamp the rod-shaped member 41 with the pair of clamps 49, 49, and the rod 48A of the air cylinder 48 in the contracting direction. Driven to move the air plunger 46 downward by a predetermined amount. As the air plunger 46 moves downward, the rod-like member 41 clamped by the pair of clamps 49 and 49 also moves downward, so that the swing weir 24 swings downward and the upper end of the swing weir 24 is below the water surface. Die. As a result, the scum water passes over the upper end of the oscillating weir 24 and overflows into the trough 22. At this time, by adjusting the swing amount of the swing weir 24 by the swing weir driving means 40, the upper end of the swing weir 24 can be submerged by a desired distance below the surface of the water. The overflow rate can be adjusted.

図5の揺動堰駆動手段40’は、揺動堰24の上端中央部に取り付けられたヒンジ42に棒状部材41の下端部が回動自在に支持され、この棒状部材41の上端部がフリーな状態で垂直に立設されると共に略中央部が装置本体基盤47に支持されたガイド筒44内に挿通されることは、図4の揺動堰駆動手段40と同様である。そして、図5の揺動堰駆動手段の場合には、棒状部材41の上端の少し上方位置に電動シリンダ装置51のロッド先端50Bを上下方向にストロークするように配置し、ロッド50Aが伸長動作したときに棒状部材41の上端に当接し、棒状部材41を下方移動させるようになっている。   5 is supported by a hinge 42 attached to the center of the upper end of the oscillating weir 24 so that the lower end portion of the rod-like member 41 is freely rotatable. The upper end portion of the rod-like member 41 is free. In the same manner as the oscillating weir driving means 40 in FIG. 4, the vertical center and the substantially central portion are inserted into the guide tube 44 supported by the apparatus main body base 47. In the case of the oscillating weir driving means shown in FIG. 5, the rod tip 50B of the electric cylinder device 51 is disposed so as to stroke in the vertical direction slightly above the upper end of the rod-like member 41, and the rod 50A is extended. The bar-shaped member 41 is sometimes moved downward by contacting the upper end of the bar-shaped member 41.

このように構成された揺動堰駆動手段40’によれば、通常時には、電動エアシリンダ50のロッド50Aは縮んだ状態にあり、棒状部材41の上端には当接していない。このため、フロート構造の揺動堰24は沈殿池10の水面の変動に応じて揺動すると共に、揺動堰24の上端は水面から上にでた状態にあり、水がトラフ22に流入するのを堰止めする。そして、水面にスカムが溜まってスカム水をトラフ22に流入させるときには、電動エアシリンダ50のロッド50Aを伸長動作させてロッド先端50Bを棒状部材41に当接させ、更にロッド50Aを所定量だけ下方に伸長させる。このロッド50Aの下方への伸長にともなって棒状部材41も下方移動するので、揺動堰24が下向きに揺動し、揺動堰24の上端が水面下に没する。これにより、スカム水が揺動堰24の上端を乗り越えてトラフ22に越流する。このときに、揺動堰駆動手段40’による揺動堰24の揺動量を調整することで、揺動堰24の上端を所望距離だけ水面下に沈めることができるので、スカム水のトラフ22への越流量を調整できる。   According to the oscillating weir driving means 40 ′ configured as described above, the rod 50 </ b> A of the electric air cylinder 50 is normally contracted and is not in contact with the upper end of the rod-shaped member 41. For this reason, the oscillating weir 24 of the float structure oscillates according to the fluctuation of the water surface of the sedimentation basin 10, and the upper end of the oscillating weir 24 protrudes from the water surface so that water flows into the trough 22. To dampen. When the scum accumulates on the water surface and the scum water flows into the trough 22, the rod 50A of the electric air cylinder 50 is extended to bring the rod tip 50B into contact with the rod-like member 41, and the rod 50A is moved downward by a predetermined amount. To stretch. As the rod 50A extends downward, the rod-like member 41 also moves downward, so that the oscillating weir 24 oscillates downward and the upper end of the oscillating weir 24 is submerged below the water surface. As a result, the scum water passes over the upper end of the oscillating weir 24 and overflows into the trough 22. At this time, by adjusting the swinging amount of the swinging weir 24 by the swinging weir driving means 40 ′, the upper end of the swinging weir 24 can be submerged by a desired distance below the surface of the water. The overflow rate can be adjusted.

以上、揺動堰駆動手段40、40’において揺動堰24がフロート式構図の例で説明したが、フロート式でない場合には、揺動堰駆動手段40、40’で揺動堰24を上下両方に移動させるようにすればよい。尚、揺動堰駆動手段40’において、揺動堰24を上下両方に移動させるためには、棒状部材41とロッド50Aとを接合部材(不図示)を使って接合することが必要である。   In the above description, the oscillating weir driving means 40, 40 ′ has been described with the example of the float type oscillating weir 24. However, when the oscillating weir driving means 40, 40 ′ is not float type, the oscillating dam 24 is moved up and down. Move to both. In order to move the oscillating weir 24 both up and down in the oscillating weir driving means 40 ′, it is necessary to join the rod-like member 41 and the rod 50 </ b> A using a joining member (not shown).

このように、揺動堰駆動手段40、40’を設けることで、沈殿池10の水位の変動に伴いフロート構造の揺動堰24が上下するので揺動堰24及びトラフ22の上端は常に水面付近にあることができ、また、スカムを流入させる場合には、強制的に一定量押し込むことでスカムを含むスカム水を効果的にトラフ22に流入させることができる。   Thus, by providing the oscillating weir driving means 40, 40 ', the oscillating weir 24 of the float structure moves up and down with the fluctuation of the water level of the sedimentation basin 10, so that the upper ends of the oscillating weir 24 and trough 22 are always at the water surface. When the scum is allowed to flow in, the scum water including the scum can be effectively caused to flow into the trough 22 by forcibly pushing the scum in a certain amount.

以上説明したように、本発明に係るスカム除去装置20は、水処理設備の沈降池において水面に浮遊するスカムを簡単な構造で確実に除去することができる。   As described above, the scum removing device 20 according to the present invention can reliably remove the scum floating on the water surface in the sedimentation basin of the water treatment facility with a simple structure.

本発明の実施の形態に係るスカム除去装置の斜視図。The perspective view of the scum removal apparatus which concerns on embodiment of this invention. 本発明の実施の形態に係るスカム除去装置を上面から見た概略図。Schematic which looked at the scum removal apparatus which concerns on embodiment of this invention from the upper surface. トラフと揺動堰との連結部分を説明する説明図。Explanatory drawing explaining the connection part of a trough and a rocking weir. 本発明に係るスカム除去装置における揺動堰駆動手段の斜視図。The perspective view of the rocking | fluctuation weir drive means in the scum removal apparatus which concerns on this invention. 本発明に係るスカム除去装置における揺動堰駆動手段の斜視図。The perspective view of the rocking | fluctuation weir drive means in the scum removal apparatus which concerns on this invention.

符号の説明Explanation of symbols

10…沈殿池、12…壁、14…スカム水、20…スカム除去装置、22…トラフ、23…ヒンジ、24…揺動堰、25…カバー、26…第2の側板、27…流入開口、28…蛇腹部材、29…ピン、30…排出流路、31…第1の側板、32…排出口、34…ガイド板、37…曝気管、40,40’…揺動堰駆動手段、41…棒状部材、42…ヒンジ、44…ガイド筒、46…エアプランジャ、47…装置本体基盤、48…エアシリンダ、49…クランプ、50…電動エアシリンダ、80…タイミングコントローラ、82…撮像手段、84…画像処理手段、86…制御手段 DESCRIPTION OF SYMBOLS 10 ... Sedimentation basin, 12 ... Wall, 14 ... Scum water, 20 ... Scum removal apparatus, 22 ... Trough, 23 ... Hinge, 24 ... Swing weir, 25 ... Cover, 26 ... 2nd side plate, 27 ... Inflow opening, 28 ... bellows member, 29 ... pin, 30 ... discharge flow path, 31 ... first side plate, 32 ... discharge port, 34 ... guide plate, 37 ... aeration tube, 40, 40 '... rocking weir drive means, 41 ... Rod-shaped member, 42 ... Hinge, 44 ... Guide cylinder, 46 ... Air plunger, 47 ... Device body base, 48 ... Air cylinder, 49 ... Clamp, 50 ... Electric air cylinder, 80 ... Timing controller, 82 ... Imaging means, 84 ... Image processing means, 86... Control means

Claims (3)

水槽の水面に浮遊するスカムを除去するスカム除去装置において、
前記スカムを含むスカム水が流入するトラフと、
前記トラフの側壁面に形成された前記スカム水の流入開口に設けられ、該流入開口面積に略対応する大きさに形成されると共に、その下端部を揺動支点として縦向きに揺動することにより前記スカム水の前記トラフへの堰止めと越流とを行う揺動堰と、
前記揺動堰を揺動させる揺動堰駆動手段と、
前記揺動堰近傍の水面の一定領域を撮像して前記スカムの溜まり具合を監視する撮像手段と、
前記撮像された画像を前記スカム画像とそれ以外の画像とに画像処理する画像処理手段と、
前記画像処理された画像処理結果に基づいて前記揺動堰駆動手段を制御する制御手段と、を備えたことを特徴とするスカム除去装置。
In the scum removal device that removes scum floating on the water surface of the aquarium,
A trough into which scum water including the scum flows,
Provided in the inflow opening of the scum water formed on the side wall surface of the trough, is formed in a size substantially corresponding to the area of the inflow opening, and swings vertically with its lower end as a swing fulcrum. An oscillating weir that dams and overflows the scum water to the trough,
Oscillating weir driving means for oscillating the oscillating weir;
Imaging means for imaging a certain area of the water surface near the rocking weir and monitoring the accumulation of the scum;
Image processing means for image-processing the captured image into the scum image and other images;
And a control means for controlling the rocking weir driving means on the basis of the image processed image processing result.
前記制御手段は、前記画像処理された画面全体に対する前記スカム画像の面積比率に基づいて、前記面積比率が設定上限値を超えたら前記揺動堰駆動手段を制御して前記揺動堰を堰止め状態から越流状態に制御し、該越流により前記面積比率が設定下限値を下回ったら前記越流状態から前記堰止め状態に戻す制御を行うことを特徴とする請求項1のスカム除去装置。   Based on the area ratio of the scum image with respect to the entire image-processed screen, the control means controls the rocking weir driving means to stop the rocking weir when the area ratio exceeds a set upper limit value. 2. The scum removing device according to claim 1, wherein control is performed from a state to an overflow state, and control is performed to return from the overflow state to the damming state when the area ratio falls below a set lower limit value due to the overflow. 水槽の水面に浮遊するスカムを除去するスカム除去方法において、
前記スカムを含むスカム水が流入するトラフの側壁面に形成された前記スカム水の流入開口に略対応する大きさに形成されると共に、その下端部を揺動支点として縦向きに揺動することにより前記スカム水の前記トラフへの堰止めと越流とを行うフロート式の揺動堰近傍の水面の一定領域を、
撮像手段により撮像して前記スカムの溜まり具合を監視し、
前記撮像された画像を画像処理手段により前記スカム画像とそれ以外の画像とに画像処理し、
画像処理された画面全体に対する前記スカム画像の面積比率に基づいて、前記面積比率が設定上限値を超えたら揺動堰駆動手段を制御して前記揺動堰を堰止め状態から越流状態にし、
該越流により前記面積比率が設定下限値を下回ったら前記越流状態から前記堰止め状態に戻すことを特徴とするスカム除去方法。
In the scum removal method of removing scum floating on the water surface of the aquarium,
The scum containing the scum is formed in a size substantially corresponding to the inflow opening of the scum water formed on the side wall surface of the trough into which the scum water flows and swings vertically with the lower end portion as a swing fulcrum. A fixed area of the water surface near the floating rocking weir that performs damming and overflowing of the scum water to the trough,
Monitor the scum accumulation by taking an image with the imaging means,
The captured image is processed by the image processing means into the scum image and other images,
Based on the area ratio of the scum image with respect to the entire image-processed screen, when the area ratio exceeds a set upper limit value, the oscillating weir driving means is controlled to change the oscillating weir from the dammed state to the overflow state,
A scum removing method, wherein when the area ratio falls below a set lower limit value due to the overflow, the overflow state is returned to the damming state.
JP2005288669A 2005-09-30 2005-09-30 Apparatus for removing scum and its method Pending JP2007098215A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005288669A JP2007098215A (en) 2005-09-30 2005-09-30 Apparatus for removing scum and its method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005288669A JP2007098215A (en) 2005-09-30 2005-09-30 Apparatus for removing scum and its method

Publications (1)

Publication Number Publication Date
JP2007098215A true JP2007098215A (en) 2007-04-19

Family

ID=38025683

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005288669A Pending JP2007098215A (en) 2005-09-30 2005-09-30 Apparatus for removing scum and its method

Country Status (1)

Country Link
JP (1) JP2007098215A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110319882A (en) * 2019-06-24 2019-10-11 中国路桥工程有限责任公司 Highways ' slope disaster monitors system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110319882A (en) * 2019-06-24 2019-10-11 中国路桥工程有限责任公司 Highways ' slope disaster monitors system
CN110319882B (en) * 2019-06-24 2021-04-20 中国路桥工程有限责任公司 Monitoring system for disaster of slope along highway

Similar Documents

Publication Publication Date Title
RU2365400C2 (en) Method and structure for removal of floating impurities
JP2007098215A (en) Apparatus for removing scum and its method
JP4450224B2 (en) Scum remover
JP5987257B1 (en) Bioassay water tank system, bioassay device and computer program
JPH04112732A (en) Water tank device
JP2007098213A (en) Apparatus for removing scum
JP2019052529A (en) Impurity removing screen device
JP2007098216A (en) Apparatus for removing scum and its method
JP3786376B2 (en) Water level fluctuation scum removal device
JP2007098212A (en) Apparatus and method for removing scum
KR20150031631A (en) Device For Reducing Water-Bloom Of River Barrage
JP2006095362A (en) Apparatus for removing scum
JP4573760B2 (en) Scum clearance clearance adjustment mechanism
JP2003287489A (en) Flock imaging system
JP3882464B2 (en) Sedimentation tank
WO1993021113A1 (en) Scum removing device
JP5009718B2 (en) Slit nozzle standby unit
JP2006088031A (en) Method and apparatus for regulating flow rate, and filtration apparatus
KR101624320B1 (en) Submerged membrane filtration system combined with suction type sludge collector
JP2003024935A (en) Trough type automatic scum skimmer
JP2009131425A (en) Bathtub water clarifying system
JP2009034558A (en) Liquid treatment device and method
WO2020195255A1 (en) Ion removal system
JPH11277057A (en) Scum removing apparatus
JP2000214158A (en) Water quality measuring apparatus

Legal Events

Date Code Title Description
A621 Written request for application examination

Effective date: 20071226

Free format text: JAPANESE INTERMEDIATE CODE: A621

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20091020

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20091022

A02 Decision of refusal

Effective date: 20100302

Free format text: JAPANESE INTERMEDIATE CODE: A02