JP3125175U - Floating type floating dust outflow control device for drainage equipment - Google Patents

Floating type floating dust outflow control device for drainage equipment Download PDF

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JP3125175U
JP3125175U JP2005011253U JP2005011253U JP3125175U JP 3125175 U JP3125175 U JP 3125175U JP 2005011253 U JP2005011253 U JP 2005011253U JP 2005011253 U JP2005011253 U JP 2005011253U JP 3125175 U JP3125175 U JP 3125175U
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floating
water
diversion
water level
drainage
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俊一 木幡
満彦 二村
三津久 澤村
幸雄 奥津
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佐藤 さち
澤村 慎吾
二村 太郎
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Abstract

【課題】合流式下水道の排水処理をするための排水装置において、雨水と汚水を分水する雨水吐き室(分水人孔)内の油性分や浮遊性のきょう雑物の流出を制御する排水装置用浮上式浮遊きょう雑物流出制御装置を提供する。
【解決手段】合流式下水道の分水人孔における分水堰上やきょう雑物除去装置上に、水位に追随し、油性分や浮遊きょう雑物を捕捉、保持する制御板を設置する。また、排水装置用浮上式浮遊きょう雑物流出制御装置が最も流速の遅い表面水に浮上しているので、発生する水理上の損失は最も小さく、水位上昇による二次災害等への影響も極力抑えることができる。
【選択図】図5A
[PROBLEMS] To control drainage of oily components and floating contaminants in a rainwater spout chamber (a diversion manhole) that divides rainwater and sewage in a drainage device for drainage treatment of combined sewers. Provided is a floating floating dust outflow control device for a device.
A control plate is installed on a diversion weir and a debris removal device in a diversion manhole of a combined sewer to follow the water level and capture and hold oily components and floating debris. In addition, since the floating floating substance outflow control device for drainage equipment floats on the surface water with the slowest flow velocity, the hydraulic loss that occurs is the smallest, and the impact on secondary disasters etc. due to rising water levels It can be suppressed as much as possible.
[Selection] Figure 5A

Description

本発明は排水装置用浮上式浮遊きょう雑物流出制御装置、特に、合流式下水道の排水処理をするための排水装置において、雨水と汚水を分水する雨水吐き室(分水人孔)内の油性分や浮遊性のきょう雑物の流出を制御する制御装置に関するものである。The present invention relates to a floating floating substance outflow control device for a drainage device, particularly in a drainage device for drainage treatment of a combined sewer, in a rainwater discharge chamber (water diversion hole) for diverting rainwater and sewage. The present invention relates to a control device that controls the outflow of oily components and floating impurities.

従来、合流式下水道の分水人孔から放流されるきょう雑物は、初期降雨を除いては、直接河川や海へ放流されてきた。最近では東京都お台場海浜公園にオイルボールが漂着し大きな問題となった。国では平成13年に雨天時越流水に関する実態調査を行うと共に、技術開発を総合的・重点的に短期間ですすめる、「スピリット21」をスタートした。平成14年度には参加研究者を募集し、その後、3ヵ年にわたる研究開発がなされた。開発された24の技術テーマのうち、きょう雑物除去技術(スクリーン)は8技術である。これらのきょう雑物除去装置は、放流水に含まれるきょう雑物を漉き取り方式により除去するものである。平成15年に流入管と遮集管の間に縦型の制御板を設置した排水装置用渦流式水面制御装置が発明された。いずれのきょう雑物除去装置も分水堰に動かないように固定され、分水人孔内の計画水位内で機能する装置である。したがって、油性分や浮遊性きょう雑物は、計画水位以上に水位が上昇すると分水堰やきょう雑物除去装置を越流し河川や海に放流される。また、きょう雑物除去装置の機能を高めることは、装置が大きくなるため、水の流れを阻害することになり、そのことによって水理上の損失が大きくなり、流入する管路や水路の上流の水位が上昇し、浸水やトイレの水が流れにくくなる等の問題が発生している。Conventionally, the impurities discharged from the diversion manholes of the combined sewer have been discharged directly into rivers and the sea except for the initial rainfall. Recently, oil balls drifted to Odaiba Seaside Park in Tokyo, which became a big problem. In 2001, the national government started “Spirit 21”, which conducted a survey of actual conditions of overflowing water in rainy weather and promoted technical development in a short and comprehensive manner. In FY2002, recruiting researchers were recruited, and then R & D over three years was conducted. Of the 24 technical themes developed, there are 8 technologies for removing impurities (screen). These impurities removing devices remove impurities contained in the discharged water by a scraping method. In 2003, a vortex-type water surface control device for a drainage device in which a vertical control plate was installed between an inflow pipe and a interception pipe was invented. All the contaminant removal devices are fixed to the diversion weir so as not to move, and function within the planned water level in the diversion manhole. Therefore, if the water level rises above the planned water level, oily components and floating impurities will flow over the diversion weir and the contaminant removal device and be discharged into the river and the sea. In addition, increasing the function of the contaminant removal device increases the size of the device, which obstructs the flow of water, which increases hydraulic losses and increases the upstream of the inflowing pipelines and waterways. The water level rises, causing problems such as inundation and difficulty in flowing toilet water.

図1Aは従来の合流式下水道の分水人孔の透視図、図1Bは晴天時の状態を示し、1は流入管、2は遮集管、3は分水堰、4は放流管、5は流入する油性分や浮遊性きょう雑物である。図1C,図1Dは雨天時の状態を示している。従来の分水人孔の晴天時は、図1Aおよび図1Bに示すように流入管1から流入した油性分や浮遊性きょう雑物を含んだ汚水の全量が遮集管2へ流出し、ポンプ場や下水処理場へ流下する。また、雨天時は図1Cおよび図1Dに示すように合流された雨水と汚水が流入し、計画された水位以上となると油性分や浮遊性きょう雑物5を含んだ下水が分水堰3を越流し、放流管4を流下し公共用水域に放流される。FIG. 1A is a perspective view of a diversion manhole of a conventional merging sewer, FIG. 1B shows a state in fine weather, 1 is an inflow pipe, 2 is a blocking pipe, 3 is a diversion weir, 4 is a discharge pipe, 5 Is inflowing oily matter and floating impurities. FIG. 1C and FIG. 1D show the state during rainy weather. At the time of the fine weather of the conventional diversion manhole, as shown in FIG. 1A and FIG. 1B, the whole amount of sewage containing oily components and floating impurities flowing from the inflow pipe 1 flows out to the interception pipe 2, Down to the sewage treatment plant. 1C and 1D, rainwater and sewage that have joined together flow in when it rains, and when the water level is higher than the planned level, sewage containing oily components and floating contaminants 5 will enter the diversion weir 3. Overflow, flow down the discharge pipe 4 and discharge into the public water area.

図2Aは「スピリット21」の漉き取り方式(スクリーン)によるきょう雑物除去装置6を設置した分水人孔の透視図、図2Bは計画水位以上に水位が上昇した状態の断面を示している。これらのきょう雑物除去装置による捕捉可能なきょう雑物5の形状は、漉き取り方式の形状によって決まるので、およそ4〜6mm程度より小さい浮遊性きょう雑物5は、捕捉されずに放流される。また、下水中に含まれる油性分は、捕捉不可能であるためすべて放流される。FIG. 2A is a perspective view of a water diversion hole in which the dust removing device 6 by the “spirit 21” scraping method (screen) is installed, and FIG. 2B shows a cross-section in a state where the water level has risen above the planned water level. . Since the shape of the contaminant 5 that can be captured by these contaminant removal devices is determined by the shape of the scraping method, the floating contaminant 5 smaller than about 4 to 6 mm is discharged without being captured. . Moreover, since the oily component contained in the sewage cannot be captured, it is all discharged.

排水装置用渦流式水面制御装置は、渦流を発生させる縦型の制御板が、特に水理上の大きな損失を生じさせる欠点を有する。この欠点を解消するために、水位が分水堰以上となるとガイドウォールと分水堰の間より放流する装置であるので、形状の大きいきょう雑物は公共用水域に放流されないので美観上の改善効果は望めるが、計画水位以内でも水中の細かいきょう雑物が、公共用水域に放流される。したがって、公共用水域の汚濁の負荷量の改善効果の期待度が小さい欠点を有する。In the vortex-type water surface control device for a drainage device, a vertical control plate that generates a vortex has a disadvantage that a large hydraulic loss occurs. In order to eliminate this defect, since the device discharges from between the guide wall and the diversion weir when the water level is higher than the diversion weir, the large-sized foreign matter is not discharged into the public water area, so the aesthetic improvement Although the effect can be expected, fine contaminants in the water are released into public waters even within the planned water level. Therefore, there is a drawback that the degree of expectation of the effect of improving the pollution load of public water bodies is small.

上記のように、公共用水域の水質汚濁の原因のひとつは、従来の分水人孔では雨天時に一定量以上の水量となると図1C、図1Dに示すように、油性分や浮遊性きょう雑物5を含んだ汚水の一部も分水堰3を越流し、放流管4を介し公共用水域へ流出するためである。また、計画水量の水位が遮集管2より高く設定されるので、図1Dに示すように、遮集管2が水没し、油性分や浮遊性きょう雑物5は遮集管2流入口付近の上部に滞留し、水位が計画水位以上になるとすべて油性分や浮遊きょう雑物5が分水堰3やきょう雑物除去装置6を越流し放流される。As described above, one of the causes of water pollution in public water bodies is that when the water volume exceeds a certain level during rainy weather in conventional diversion holes, as shown in FIG. 1C and FIG. This is because a part of the sewage containing the material 5 also overflows the diversion weir 3 and flows out to the public water area through the discharge pipe 4. Moreover, since the water level of the planned water volume is set higher than the interception pipe 2, as shown in FIG. 1D, the interception pipe 2 is submerged, and oily components and floating contaminants 5 are near the entrance of the interception pipe 2 When the water level becomes higher than the planned water level, all the oily components and floating impurities 5 flow over the diversion weir 3 and the contaminant removal device 6 and are discharged.

分水人孔に流入する計画内の下水量は、遮集管2に流出するように制御し、計画以上の下水量の流入に対しては、油性分や浮遊性きょう雑物5が放流水とともに公共用水域に流出しないよう捕捉、保持し、油性分や浮遊きょう雑物5をポンプ場や下水処理場へ流下させるのが課題である。また、捕捉する装置の機能レベルと水理上の損失(水位の上昇による二次災害を引き起こす要因となる)による影響が相反するため、出来る限り損失を抑えられる構造の装置としなければならない難点があった。本発明は、これらの課題を解消するためになされたものである。The amount of sewage in the plan that flows into the diversion manhole is controlled so that it flows out to the interception pipe 2, and if the amount of sewage exceeds the plan, oily components and floating impurities 5 will be discharged. At the same time, it is a problem to capture and hold the oil so that it does not flow into the public water area, and to let the oily components and floating impurities 5 flow down to the pump station and the sewage treatment plant. In addition, since the effects of the functional level of the equipment to be captured and hydraulic losses (which cause secondary disasters due to rising water levels) conflict, there is a difficulty to make the equipment with a structure that can suppress losses as much as possible. there were. The present invention has been made to solve these problems.

このような課題を解決するための手段としては、油性分や浮遊性きょう雑物5が分水堰3やきょう雑物除去装置6を越流しないように、従来の分水人孔の改良やきょう雑物除去装置6を補完する必要がある。As a means for solving such a problem, improvement of a conventional water diversion manhole is performed so that the oily component and the floating contaminant 5 do not overflow the diversion weir 3 and the contaminant removal device 6. It is necessary to supplement the dust removing device 6.

本発明の排水装置用浮上式浮遊きょう雑物流出制御装置は、合流式下水道の分水人孔における流入管1と遮集管2の間に固定したガイド7に沿って、水位に追随して連動する制御板8を有することを特徴とする。The floating floating substance outflow control device for drainage apparatus of the present invention follows the water level along a guide 7 fixed between the inflow pipe 1 and the interception pipe 2 in the diversion manhole of the combined sewer. It has the control board 8 which interlocks, It is characterized by the above-mentioned.

本発明の排水装置用浮上式浮遊きょう雑物流出制御装置は、計画水量以下の水位では全流入量を遮集管2に流下するため、きょう雑物5の形状に関わらず流出防止ができる。計画水量以上の水位に対しては、捕捉された油性分や浮遊性きょう雑物5を保持する。The floating floating dust outflow control device for a drainage device of the present invention can prevent the outflow regardless of the shape of the foreign matter 5 because the total inflow amount flows down to the interception pipe 2 at the water level below the planned water amount. The captured oily content and floating contaminants 5 are retained for water levels that are greater than the planned water volume.

保持された油性分や浮遊きょう雑物5は、最高水位まで上昇した後、下降し、遮集管2の管頂部以下となると遮集管2へ流下するので公共用水域に放流しない。The retained oily components and floating impurities 5 rise to the maximum water level, then descend, and flow below the top of the intercepting pipe 2 and flow down to the intercepting pipe 2, so that they are not released into public water areas.

上記のように本発明の排水装置用浮上式浮遊きょう雑物流出制御装置によれば、油性分や浮遊性きょう雑物5が制御板8により制御され、油性分や浮遊性きょう雑物5の公共用水域への流出削減を行うことができるようになる大きな利益がある。また、排水装置用浮上式浮遊きょう雑物流出制御装置による水理上の損失は、制御板8が流速の遅い表面水に浮上しているので最も小さく、水位上昇による二次災害等への影響も抑えることができる。As described above, according to the floating floating contaminant outflow control device for the drainage device of the present invention, the oily component and the floating contaminant 5 are controlled by the control plate 8, and the oily component and the floating contaminant 5 are controlled. There is a big benefit to be able to reduce runoff to public waters. In addition, hydraulic losses due to the floating floating substance outflow control device for the drainage device are the smallest because the control plate 8 floats on the surface water with a slow flow velocity, and the impact on secondary disasters, etc. due to rising water levels. Can also be suppressed.

分水堰3上の排水装置用浮上式浮遊きょう雑物流出制御装置は、ガイド7、制御板8、止水ゴム15より構成されている。制御板8を点支持するガイド7は、上流部においては流入による乱流が、流入管1の上層を流下してきた油性分や浮遊性きょう雑物5を攪拌するのを抑制し、下流部では水流の澱み部を作ることになるので、捕捉された油性分や浮遊性きょう雑物5を確実に保持する。制御板8は、斜板10、安定板11、縦板12、継ぎ材13、止水板14より構成されており、重量と外形体積比が水の比重1より軽いものである。また、縦板12の高さは、計画水位と既存の分水堰3頂面やきょう雑物除去装置6の天端との差を最少とするが、浮遊性きょう雑物5の形状や物理的性質が、地域特性に左右されるため、設置場所ごとに調節し、同時に発生する水理上の損失量も勘案し決められる。縦板12に取付けられた斜版10は、渦流16を発生させることにより、縦板12下端の流速を減速するもので、この境界付近のきょう雑物5が放流側に引き込まれるのを出来る限り防ぐもので、エアー抜きの穴9を有する。制御板8の油性分や浮遊性きょう雑物5を保持する機能を高めるため、斜板10、安定板11、縦板12によるお椀形の形状とする。板止水板14は、制御板8が流水により振動するので、その振幅を小さくするためのものであるとともに、計画水位以内は放流防止をするためのもので、高さを計画水位と止水ゴム15の差より少なくとも長くする。また、止水板14の下部は、放流水の流速が遅い場合、流速による揚圧力の増加のために放流水の流水方向に折り曲げる。制御板8は、計画水位において制御板8に作用する自重や浮力、水圧による回転モーメントの和が0となる重量および形状とする。The floating floating dust outflow control device for the drainage device on the diversion weir 3 includes a guide 7, a control plate 8, and a water stop rubber 15. The guide 7 that supports the control plate 8 on the upstream side suppresses the turbulent flow caused by the inflow in the upstream portion from stirring the oily components and the floating contaminants 5 that have flowed down the upper layer of the inflow pipe 1. Since the stagnation part of the water flow is made, the trapped oily component and the floating contaminant 5 are securely held. The control plate 8 includes a swash plate 10, a stabilizer plate 11, a vertical plate 12, a joint material 13, and a water stop plate 14, and has a weight / outer volume ratio lighter than a specific gravity 1 of water. Further, the height of the vertical plate 12 minimizes the difference between the planned water level and the top surface of the existing diversion weir 3 and the top of the dust removing device 6, but the shape and physical properties of the floating dust 5. Since the physical characteristics depend on the regional characteristics, it is adjusted for each installation location, and the amount of hydraulic loss that occurs at the same time is taken into consideration. The swash plate 10 attached to the vertical plate 12 decelerates the flow velocity at the lower end of the vertical plate 12 by generating a vortex 16 so that the foreign matter 5 near the boundary is drawn into the discharge side as much as possible. It has a hole 9 for venting air to prevent it. In order to enhance the function of holding the oily component and floating impurities 5 of the control plate 8, a bowl-like shape is formed by the swash plate 10, the stabilizer plate 11, and the vertical plate 12. Since the control plate 8 vibrates by flowing water, the plate water stop plate 14 is for reducing the amplitude and for preventing discharge within the planned water level. At least longer than the difference of the rubber 15. In addition, when the flow rate of the discharged water is low, the lower part of the water stop plate 14 is bent in the flowing direction of the discharged water in order to increase the lifting pressure due to the flow rate. The control plate 8 has a weight and a shape such that the sum of its own weight, buoyancy, and rotational moment due to water pressure acting on the control plate 8 at the planned water level is zero.

きょう雑物除去装置上の排水装置用浮上式浮遊きょう雑物流出制御装置は、ガイド7、制御板8より構成されている。縦板12や止水板14の高さは、浮遊性きょう雑物の5形状や物理的性質が、地域特性に左右されるため、設置場所ごとに調節し、同時に発生する水理上の損失量も勘案し決められる。制御板8は、計画水位において制御板8に作用する自重や浮力、水圧による回転モーメントの和が0となる重量および形状とする。The floating floating dust outflow control device for the drainage device on the dust removing device is composed of a guide 7 and a control plate 8. The height of the vertical plate 12 and the water stop plate 14 is adjusted for each installation location because the five shapes and physical properties of floating contaminants are affected by regional characteristics. The amount can also be determined. The control plate 8 has a weight and a shape such that the sum of its own weight, buoyancy, and rotational moment due to water pressure acting on the control plate 8 at the planned water level is zero.

応用例を図4A、図4B、図4D,図4Eおよび図5A、図5Bに示す。Examples of application are shown in FIGS. 4A, 4B, 4D, 4E, 5A, and 5B.

既存の分水人孔を示した透視図であるIt is the perspective view which showed the existing water diversion person hole 既存の分水人孔の晴天時の状態を示した横断面図であるIt is the cross-sectional view which showed the state at the time of the fine weather of the existing water diversion manhole 既存の分水人孔の雨天時の状態を示した横断面図であるIt is the cross-sectional view which showed the state at the time of rain of the existing water diversion manhole 既存の分水人孔の雨天時の状態を示した縦断面図であるIt is the longitudinal cross-sectional view which showed the state at the time of rain of the existing water diversion manhole きょう雑物除去装置装着した既存の分水人孔透視図であるIt is a perspective view of an existing water diversion hole equipped with a contaminant removal device. きょう雑物除去装置装着した既存の分水人孔の雨天日の越流状態を示した横断面図であるIt is the cross-sectional view which showed the overflow condition of the rainy day of the existing diversion manhole equipped with the dust removal apparatus 排水装置用浮上式浮遊きょう雑物流出制御板の平面図であるIt is a top view of the floating type floating contaminant outflow control board for drainage devices. 排水装置用浮上式浮遊きょう雑物流出制御板の分水堰上への設置を示す断面図であるIt is sectional drawing which shows the installation on the diversion weir of the floating type floating contaminant outflow control board for drainage devices 排水装置用浮上式浮遊きょう雑物流出制御板のきょう雑物除去装置上への設置を示す断面図であるIt is sectional drawing which shows installation on the contaminant removal apparatus of the floating type floating contaminant outflow control board for drainage devices. 排水装置用浮上式浮遊きょう雑物流出制御装置を装着した分水人孔透視図であるIt is a perspective view of a diversion manhole equipped with a floating floating dust outflow control device for a drainage device. 排水装置用浮上式浮遊きょう雑物流出制御装置を装着した分水人孔平面図であるIt is a diversion manhole top view equipped with a floating floating dust outflow control device for a drainage device. 排水装置用浮上式浮遊きょう雑物流出制御装置を分水堰上に装着した分水人孔の晴天時の状態を示した横断面図であるIt is the cross-sectional view which showed the state at the time of the fine water of the water diversion manhole which attached the floating type floating contaminant outflow control apparatus for drainage devices on the diversion weir 排水装置用浮上式浮遊きょう雑物流出制御装置を分水堰上に装着した分水人孔の雨天時の計画水位以内の状態を示した横断面図であるIt is the cross-sectional view which showed the state within the plan water level at the time of rain of the water diversion manhole which attached the floating type floating dust spill control device for drainage equipment on the diversion weir 排水装置用浮上式浮遊きょう雑物流出制御装置を分水堰上に装着した分水人孔の計画水位以上の状態を示した横断面図であるIt is the cross-sectional view which showed the state more than the plan water level of the water diversion manhole which attached the floating type floating dust outflow control apparatus for drainage devices on the diversion weir 排水装置用浮上式浮遊きょう雑物流出制御装置をきょう雑物除去装置上に装着した分水人孔の雨天時の計画水位以内の状態を示した横断面図であるIt is the cross-sectional view which showed the state within the plan water level at the time of rain of the diversion manhole which attached the floating type floating dust outflow control device for drainage devices on the dust removal device 排水装置用浮上式浮遊きょう雑物流出制御装置をきょう雑物除去装置上に装着した分水人孔の計画水位以上の状態を示した横断面図であるIt is the cross-sectional view which showed the state more than the plan water level of the diversion manhole which mounted the floating type floating dust outflow control apparatus for drainage devices on the dust removal apparatus.

符号の説明Explanation of symbols

1流入管
2遮集管
3分水堰
4放流管
5油性分や浮遊性きょう雑物
6きょう雑物除去装置
7ガイド
8制御板
9空気抜き穴
10斜板
11安定板
12縦板
13継ぎ材
14止水板
15止水ゴム
16渦流
DESCRIPTION OF SYMBOLS 1 Inflow pipe 2 Interceptor pipe 3 Divided water weir 4 Outflow pipe 5 Oily part and floating | floating contaminants 6 Contaminant removal apparatus 7 Guide 8 Control board 9 Air vent hole 10 Swash plate 11 Stabilizing plate 12 Vertical plate 13 Joint 14 Water stop plate 15 Water stop rubber 16 Eddy current

Claims (7)

合流式下水道の分水人孔における流入管と遮集管の間に介挿した分水堰やきょう雑物除去装置の上に、水位に追随して連動する制御板を設置することを特徴とする排水装置用浮上式浮遊きょう雑物流出制御装置。It is characterized in that a control board that follows the water level is installed on the diversion weir and the dust removal device inserted between the inflow pipe and the interception pipe in the diversion manhole of the combined sewer. A floating floating dust outflow control device for drainage equipment. 計画水位以内においては、制御板の止水板と分水堰に装着した止水ゴムにより流出を防止し、水位が上昇すると、きょう雑物を捕捉、保持した制御板が水位に連動して上昇し、水位が遮集管の管頂より下降するときょう雑物が遮集管に流下することを特徴とする請求項1記載の排水装置用浮上式浮遊きょう雑物流出制御装置。Within the planned water level, the control plate's water stop plate and water stop rubber attached to the diversion weir prevent outflow, and when the water level rises, the control plate that captures and holds the contaminants rises in conjunction with the water level. The floating floating contaminant outflow control device for a drainage device according to claim 1, wherein when the water level falls from the top of the intercepting pipe, the contaminants flow down to the intercepting pipe. 油性分や浮遊性きょう雑物を除去または制御する装置において、水理上の損失が最も小さくなる機能を有することを特徴とする請求項1記載の排水装置用浮上式浮遊きょう雑物流出制御装置。The apparatus for removing or controlling oily components and floating contaminants has a function of minimizing hydraulic loss, and has a function of minimizing hydraulic loss. . 制御板を点支持するガイドが乱流の抑制やきょう雑物の捕捉、保持機能を有することを特徴とする請求項1記載の排水装置用浮上式浮遊きょう雑物流出制御装置。The floating floating substance outflow control device for a drainage device according to claim 1, wherein the guide for supporting the control plate with a point has functions of suppressing turbulence and capturing and holding the foreign matter. 制御板のきょう雑物を補足、保持する断面形状は、お椀形の形状とすることを特徴とする。The cross-sectional shape that captures and holds the impurities on the control plate is a bowl-shaped shape. 制御板は、きょう雑物が流速の速い放流側に引き込まれるのを抑制するために、制御盤の下面に渦流を生じさせる構造とすることを特徴とする。The control plate is characterized in that it has a structure that generates a vortex on the lower surface of the control panel in order to prevent the foreign matter from being drawn into the discharge side having a high flow velocity. 止水板の下部は、放流水の流水方向に折り曲げる形状を特徴とする。The lower part of the water stop plate is characterized by a shape that bends in the direction of water discharge.
JP2005011253U 2005-12-14 2005-12-14 Floating type floating dust outflow control device for drainage equipment Expired - Fee Related JP3125175U (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
JP2005011253U JP3125175U (en) 2005-12-14 2005-12-14 Floating type floating dust outflow control device for drainage equipment

Publications (1)

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JP3125175U true JP3125175U (en) 2006-09-14

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20210002262A (en) * 2019-06-28 2021-01-07 중앙대학교 산학협력단 Equipment for Collecting Sediment in Regulators and Interceptor Sewer

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20210002262A (en) * 2019-06-28 2021-01-07 중앙대학교 산학협력단 Equipment for Collecting Sediment in Regulators and Interceptor Sewer

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