JPH038324Y2 - - Google Patents

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Publication number
JPH038324Y2
JPH038324Y2 JP1986041487U JP4148786U JPH038324Y2 JP H038324 Y2 JPH038324 Y2 JP H038324Y2 JP 1986041487 U JP1986041487 U JP 1986041487U JP 4148786 U JP4148786 U JP 4148786U JP H038324 Y2 JPH038324 Y2 JP H038324Y2
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JP
Japan
Prior art keywords
sedimentation
water
sedimentation separation
floating
separation tank
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Expired
Application number
JP1986041487U
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Japanese (ja)
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JPS62156305U (en
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Priority to JP1986041487U priority Critical patent/JPH038324Y2/ja
Publication of JPS62156305U publication Critical patent/JPS62156305U/ja
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  • Removal Of Floating Material (AREA)

Description

【考案の詳細な説明】 〔考案の利用分野〕 本考案は、沈降分離装置に係り、特に排水等の
濁質を沈殿させて分離し除去することにより排水
処理を行う沈降分離装置に関する。
[Detailed Description of the Invention] [Field of Application of the Invention] The present invention relates to a sedimentation separator, and particularly to a sedimentation separator that performs wastewater treatment by precipitating, separating, and removing turbid substances such as wastewater.

〔考案の背景〕[Background of the idea]

一般に、排水中の濁質を除去するための処理装
置として沈降分離装置が用いられ、従来この種の
沈降分離装置は、第4図に示すように上縁に処理
水溢水堰10が形成された沈降分離槽12に、原
水流入管14と下部に汚泥引抜管16が連通され
て構成されている。沈降分離槽12の上縁外周に
は、処理水溢水堰10から水溢する処理後の排
水、即ち処理水を沈降分離装置外に排出するため
の排出溝18が形成されている。
Generally, a sedimentation separator is used as a treatment device for removing turbidity from wastewater, and conventionally, this type of sedimentation separator has a treated water overflow weir 10 formed at the upper edge, as shown in Fig. 4. A raw water inflow pipe 14 and a sludge withdrawal pipe 16 are connected to the sedimentation separation tank 12 at the bottom thereof. A discharge groove 18 is formed on the outer periphery of the upper edge of the sedimentation separation tank 12 for discharging the treated waste water overflowing from the treated water overflow weir 10, that is, the treated water, to the outside of the sedimentation separation apparatus.

前記沈降分離装置は、原水流入管14から沈降
分離槽12内に排水を流入し、沈降分離槽12内
で排水中の濁質を沈澱させて分離し、この沈澱分
離槽を汚泥引抜管16から沈降分離槽12外へ排
出し、一方上澄みは処理水として処理水溢水口1
0より流出させて排出溝18より沈降分離装置外
へ排出し、排水処理を行つている。そして、沈降
分離装置の排水中の濁質の除去率は、沈降分離槽
12内での濁質の沈降速度と水分の上昇速度との
相対関係に大きく左右される。例えば、沈降分離
槽12内での水分の上昇速度よりも、排水中の濁
質の沈降速度が大きい場合は容易に沈降して分離
され、逆に排水中の濁質の沈降速度が小さい場合
は濁質は水分と共に上昇して、処理水溢水堰10
より流出するので排水中の濁質の除去率は低くな
る。このため、排水中の濁質の除去率を一定にす
るには、水の上昇速度を均一にする必要があり、
水の上昇速度は濁質の沈降速度を考慮して設定さ
れる。
In the sedimentation separation device, wastewater flows into the sedimentation separation tank 12 from the raw water inflow pipe 14, turbidity in the wastewater is precipitated and separated in the sedimentation separation tank 12, and the sedimentation separation tank is connected to the sedimentation separation tank from the sludge withdrawal pipe 16. The supernatant is discharged to the outside of the sedimentation separation tank 12, while the supernatant is treated as treated water at the treated water overflow port 1.
0 and discharged from the discharge groove 18 to the outside of the sedimentation separator for wastewater treatment. The removal rate of suspended solids in the waste water of the sedimentation separation device is greatly influenced by the relative relationship between the sedimentation rate of suspended solids and the rising rate of water in the sedimentation separation tank 12. For example, if the sedimentation rate of turbidity in the wastewater is higher than the rate of rise of water in the sedimentation separation tank 12, it will easily settle and be separated, and conversely, if the sedimentation rate of turbidity in the wastewater is lower The turbidity rises with water, and the treated water overflow weir 10
Since more water flows out, the removal rate of suspended solids in wastewater becomes lower. Therefore, in order to maintain a constant removal rate of turbidity in wastewater, it is necessary to equalize the rate of rise of water.
The rising speed of water is set in consideration of the settling speed of turbidity.

しかしながら、前記沈降分離装置は、例えば排
水が温排水の場合、又外気温度が低い夜間、冬
期、寒冷地帯に設置される場合等に、沈降分離槽
12の排水温度と外気温度との差が大きくなり、
沈降分離槽12内の排水中に第4図に点線で示す
ような熱対流現象が生じ、水の上昇速度の均一化
が乱れ、期待通りに排水中の濁質を除去出来ない
ことがあつた。このため沈降分離装置全体を屋内
に設置したり、全面を覆う等の処置を施しても高
額の費用を要し、又効果も小さい等の問題があつ
た。
However, the sedimentation separation device has a large difference between the temperature of the waste water in the sedimentation separation tank 12 and the temperature of the outside air, for example, when the waste water is heated, or when it is installed at night, in winter, or in a cold region where the outside air temperature is low. Become,
A thermal convection phenomenon, as shown by the dotted line in Figure 4, occurred during the drainage in the sedimentation separation tank 12, which disrupted the uniformity of the water's rising speed, and the turbidity in the wastewater could not be removed as expected. . For this reason, even if measures such as installing the entire sedimentation separator indoors or covering the entire surface are taken, a high cost is required and the effects are small.

また、特公昭47−33094号公報には、浮上物、
例えば木材、竹材、合成樹脂材等を処理水の表面
に浮かべて、処理水を保温することが開示されて
いる。
In addition, in Japanese Patent Publication No. 47-33094, floating objects,
For example, it has been disclosed that wood, bamboo, synthetic resin, or the like is floated on the surface of the treated water to keep the treated water warm.

しかしながら、特公昭47−33094号公報には、
処理水上に遮蔽材料を浮遊せしめることについて
は開示されているものの、この遮蔽材料をどのよ
うにして沈降分離装置に適用するか開示されてい
ない。即ち、第4図の沈降分離装置12に浮上物
を浮かべても、浮上物が上澄水と共に風等の影響
で溢水堰10を越えて流出する不具合がある。
However, in Japanese Patent Publication No. 47-33094,
Although it is disclosed that a shielding material is suspended above the treated water, it is not disclosed how to apply this shielding material to a sedimentation separator. That is, even if floating objects are floated in the sedimentation separator 12 shown in FIG. 4, there is a problem that the floating objects flow out over the overflow weir 10 together with the supernatant water due to the influence of wind or the like.

〔考案の目的〕[Purpose of invention]

本考案は、このような事情に鑑みてなされたも
のであり、排水中の濁質の除去率が排水の温度条
件、及び外気温度に左右されず、また沈降分離槽
内の浮上物が流出しない沈降分離装置を提供する
ことを目的とする。
The present invention was developed in view of these circumstances, and the removal rate of turbidity in wastewater is not affected by the temperature conditions of the wastewater or the outside air temperature, and the floating matter in the sedimentation separation tank does not flow out. The purpose is to provide a sedimentation separation device.

〔考案の概要〕[Summary of the idea]

本考案は、前記目的を達成するために、原水流
入口及び下部に汚泥引抜管が連通され、上縁に処
理水溢水堰が形成された沈降分離槽と、該沈降分
離槽に貯留された原水の液面を被覆すべく設けら
れた、小片状の浮上物とを備えて構成された沈降
分離装置に於いて、溢水堰より背の高い保持板で
浮上物を囲むと共に、保持板と溢水堰との間に上
澄水を流出する為の間隔を設け、保持板の下端を
延ばして浮上物の下方に静止水域を形成し、浮上
物の上面にネツトを張つたことを特徴とする。
In order to achieve the above object, the present invention provides a sedimentation separation tank in which a sludge withdrawal pipe is connected to the raw water inlet and the lower part, and a treated water overflow weir is formed at the upper edge, and the raw water stored in the sedimentation separation tank. In a sedimentation separator configured with small pieces of floating material, which is installed to cover the liquid surface of A space is provided between the weir and the weir for supernatant water to flow out, the lower end of the holding plate is extended to form a still water area below the floating object, and a net is stretched over the upper surface of the floating object.

〔実施例〕〔Example〕

以下、添付図面に従つて本考案に係る沈降分離
装置の好ましい実施例を詳説する。
Hereinafter, preferred embodiments of the sedimentation separator according to the present invention will be described in detail with reference to the accompanying drawings.

第1図では第1の実施例に係る沈降分離装置の
要部断面が示され、例えば円筒状の沈降分離槽2
0の上縁には溢水堰22が、この溢水堰22の内
側には溢水堰より背の高い保持板24が設けら
れ、更に沈降分離槽20に貯留された排水26の
液面には球状の浮上物28が配され、前記保持板
24によつて浮上物28を保持している。浮上物
28…には、断熱効果の優れた例えば発泡スチロ
ール等から成る球状体、板状体、ピンポン球など
の中空体が種々径を異にして用いられ、沈降分離
槽20内の排水26の液面を被覆している。前記
保持板24は外側に傾斜して形成され、溢水堰2
2に一定間隔Aを有して平行に設けられ、溢水堰
22と保持板24は水平面から略70度の傾斜角を
有して外方に傾いて形成されている。間隔Aは上
澄水の排水路となる。保持板24の上縁には浮上
物28…の流出防止を目的とする金属製、或いは
プラスチツク製のネツト30が浮上物28…を覆
つて設けられている。これにより浮上物28は整
然と水面上に並べられて保温効果が高く、また風
等により流出することはない。前記沈降分離装置
は通常の排水処理時には、保持板24と溢水堰2
2との間Aより処理後の排水、即ち処理水が溢水
するようにされている。
FIG. 1 shows a cross section of a main part of a sedimentation separator according to a first embodiment, for example, a cylindrical sedimentation tank 2.
An overflow weir 22 is provided on the upper edge of 0, and a retaining plate 24 that is taller than the overflow weir is provided inside this overflow weir 22. Furthermore, a spherical weir is placed on the liquid surface of the waste water 26 stored in the sedimentation separation tank 20. A floating object 28 is arranged, and the floating object 28 is held by the holding plate 24. The floating objects 28 are made of hollow objects of various diameters, such as spherical objects, plate-like objects, and ping-pong balls made of foamed polystyrene, etc., which have an excellent heat insulating effect. Covers the surface. The retaining plate 24 is formed to be inclined outwardly, and is
The overflow weir 22 and the retaining plate 24 are provided in parallel with each other at a constant interval A from the horizontal plane, and are formed to be inclined outward at an inclination angle of about 70 degrees from the horizontal plane. Interval A serves as a drainage channel for supernatant water. A net 30 made of metal or plastic is provided on the upper edge of the holding plate 24 to cover the floating objects 28 for the purpose of preventing the floating objects 28 from flowing out. As a result, the floating objects 28 are arranged in an orderly manner on the water surface, and have a high heat retention effect, and are not blown away by wind or the like. During normal wastewater treatment, the sedimentation separator has a retaining plate 24 and an overflow weir 2.
Between A and 2, treated wastewater, ie, treated water, overflows from A.

保持板24の下端は延在し、浮上物28の下方
で、この保持板24の下端で囲まれる部分には静
止水域26Aが形成される。このような静止水域
26Aは水の流動しない部分であり、ここに処理
水中の比重の軽い浮遊物や気泡を同伴する浮遊物
が集められる。微細な浮遊物を凝集して大きな塊
りになると上昇流に逆らつて槽の下方に行き分離
する。
The lower end of the retainer plate 24 extends, and a still water area 26A is formed below the floating object 28 and surrounded by the lower end of the retainer plate 24. Such a still water area 26A is a part where water does not flow, and floating matter with a light specific gravity and floating matter accompanied by air bubbles in the treated water are collected here. When the fine suspended matter aggregates into large clumps, they move toward the bottom of the tank against the upward flow and are separated.

更に、沈降分離槽20には、上縁の外側に排出
溝32が設けられ、溢水堰22から流出した処理
水を沈降分離装置外に排出するようにしている。
また、沈降分離槽20には、下端部に沈澱して分
離された濁質を汚泥として排出するための図示し
ない汚泥引抜管が、排水溝32と汚泥引抜管との
間に排水26を沈降分離槽20内に供給するため
の図示しない原水流入管が夫々連通されている。
Furthermore, a discharge groove 32 is provided on the outer side of the upper edge of the sedimentation separation tank 20, so that the treated water flowing out from the overflow weir 22 is discharged to the outside of the sedimentation separation apparatus.
Further, in the sedimentation separation tank 20, a sludge withdrawal pipe (not shown) for discharging the sedimented and separated suspended matter as sludge is provided at the lower end of the tank 20, and between the drain groove 32 and the sludge withdrawal pipe, the waste water 26 is separated by sedimentation. Raw water inflow pipes (not shown) for supplying into the tank 20 are connected to each other.

次に、以上の如く構成された本実施例に係る沈
降分離装置の作用について説明する。
Next, the operation of the sedimentation separator according to this embodiment configured as described above will be explained.

沈降分離装置は濁質を含む排水26を、図示し
ない原水流入管より沈降分離槽20内に継続的に
供給し、供給された排水26の濁質27を沈澱さ
せて分離し、上澄みである水を処理水として溢水
堰22から、沈澱した濁質27を図示しない汚泥
引抜管より夫々排出して排水処理を行なう。この
とき、沈降分離槽20の排水26は、液面の浮上
物28…により外気と遮断されているため外気温
の影響を直接受けず一定温度に保持され、熱対流
現象が防止される。従つて、排水26中の水分は
均一に上昇し、一方濁質27は容易に沈降し分離
される。特に、保持板24の下端によつて静止水
域26Aが形成されるので、この静止水域26A
によつて微細な浮遊物は凝集し、落下し、槽の下
方に集められるので、沈降効率が良くなる。
The sedimentation separator continuously supplies wastewater 26 containing turbidity into the sedimentation separation tank 20 from a raw water inflow pipe (not shown), settles and separates the turbidity 27 of the supplied wastewater 26, and produces supernatant water. The precipitated turbidity 27 is discharged as treated water from the overflow weir 22 through a sludge extraction pipe (not shown) to perform wastewater treatment. At this time, the waste water 26 of the sedimentation separation tank 20 is isolated from the outside air by the floating objects 28 on the liquid surface, so it is not directly affected by the outside temperature and is maintained at a constant temperature, thereby preventing thermal convection. Therefore, the moisture in the waste water 26 rises uniformly, while the suspended matter 27 easily settles and is separated. In particular, since the still water area 26A is formed by the lower end of the retaining plate 24, this still water area 26A
As a result, fine suspended matter coagulates, falls, and is collected at the bottom of the tank, improving sedimentation efficiency.

本実施例に係る沈降分離装置は、沈降分離槽2
0内の排水26に熱対流現象が起こらないため排
水26中の水の上昇速度の設定が、例えば、排水
26の供給量及び温度の調整によつて容易に成さ
れる。
The sedimentation separation device according to this embodiment includes a sedimentation separation tank 2
Since a heat convection phenomenon does not occur in the waste water 26 in the waste water 26, the rate of rise of water in the waste water 26 can be easily set, for example, by adjusting the supply amount and temperature of the waste water 26.

尚、本実施例において、溢水堰22及び保持板
24の傾斜角を略70度としたが、これに限定され
るものでは無く、30度から90度の間であれば良
い。
In this embodiment, the inclination angle of the overflow weir 22 and the retaining plate 24 is approximately 70 degrees, but it is not limited to this, and may be between 30 degrees and 90 degrees.

第2図では、本考案の第2実施例に係る沈降分
離装置の要部断面が示され、前記第1実施例の沈
降分離装置において設けられた溢水堰22に替え
て、3段構造の溢水堰34が設けられている。
FIG. 2 shows a cross section of a main part of a sedimentation separator according to a second embodiment of the present invention, in which a three-stage overflow structure is used instead of the overflow weir 22 provided in the sedimentation separator according to the first embodiment. A weir 34 is provided.

溢水堰34は、沈降分離槽20の上縁に一体形
成された下部溢水堰36の内側に傾斜した堰板3
8,40が順次設けられて構成され、堰板40の
内側には前記第1実施例と同様に発泡スチロール
製の球体等から構成される浮上物28…を保持す
る保持板42が設けられている。そして、各溢水
堰36,38,40及び保持板42は夫々水平面
より30度から90度の範囲の角度を有して外方へ傾
斜して形成され、夫々の溢水堰36,38,40
及び保持板42の間隔B…は浮上物28の径より
小として形成されて、浮上物28の流出が防止さ
れる。尚、浮上物28…はネツト30に覆われて
上部保持板42からの流出が防止されている。
The overflow weir 34 is a weir plate 3 that slopes inward of a lower overflow weir 36 that is integrally formed on the upper edge of the sedimentation separation tank 20.
8 and 40 are provided in sequence, and a holding plate 42 is provided inside the weir plate 40 to hold floating objects 28 made of styrofoam spheres, etc., as in the first embodiment. . Each of the overflow weirs 36, 38, 40 and the holding plate 42 are formed to be inclined outward at an angle ranging from 30 degrees to 90 degrees from the horizontal plane, and each of the overflow weirs 36, 38, 40
The interval B between the holding plates 42 is formed to be smaller than the diameter of the floating object 28, so that the floating object 28 is prevented from flowing out. The floating objects 28 are covered with a net 30 to prevent them from flowing out from the upper holding plate 42.

以上の如く構成された第2図に示す本実施例に
係る沈降分離装置は、浮上物28…による排水2
6の保温効果に加えて、溢水堰34が3段に構成
されているため、沈降分離槽20内の液面が上・
下しても、浮上物28は、溢水堰34の間から流
出することがない。
The sedimentation separator according to this embodiment shown in FIG.
In addition to the heat retention effect of 6, since the overflow weir 34 is structured in three stages, the liquid level in the sedimentation separation tank 20 is
Even if the floating objects 28 are lowered, they do not flow out from between the overflow weirs 34.

第3図では、本考案の第3実施例に係る沈降分
離装置の要部断面が示され、前記第1図の第1実
施例に係る沈降分離装置において設けられた傾斜
する保持板24に替えて、垂直な保持板44が設
けられて構成されている。
FIG. 3 shows a cross section of a main part of a sedimentation separator according to a third embodiment of the present invention, in which the inclined retaining plate 24 provided in the sedimentation separator according to the first embodiment of FIG. A vertical holding plate 44 is provided.

保持板44は前記第1及び第2実施例と同様に
沈降分離槽20内の液面に設けられた浮上物28
…を保持し、浮上物28…はネツト30に覆われ
て流出が防止されている。
The holding plate 44 is a floating object 28 provided on the liquid level in the sedimentation separation tank 20 as in the first and second embodiments.
... are held, and the floating objects 28 ... are covered with a net 30 to prevent them from flowing out.

以上の如く構成された第3図に示す本実施例に
係る沈降分離装置は、保持板44が垂直に形成さ
れているので浮上物28…を多層に設けることが
出来、沈降分離槽20内の排水26の保温状態が
良好である。
In the sedimentation separator according to the present embodiment shown in FIG. The heat retention state of the waste water 26 is good.

第2図の第2実施例、第3図の第3実施例に於
いても第1図の第1実施例と同様に静止水域26
Aが形成され、微細な浮遊物に凝集し、落下し下
方に集められる。
In the second embodiment shown in FIG. 2 and the third embodiment shown in FIG.
A is formed, aggregates into fine floating particles, falls down, and is collected below.

尚、第1図乃至第3図に示す前記第1乃至第3
実施例において設けられた浮上物28…を球状、
板状、破片物等の種々の形状を有する物を組み合
わせて構成しても良い。
Note that the first to third points shown in FIGS. 1 to 3
The floating objects 28 provided in the embodiment are spherical,
It may be configured by combining objects having various shapes such as a plate shape and a fragment.

〔考案の効果〕[Effect of idea]

以上に説明したように本考案に係る沈降分離装
置は、上縁が処理水溢水堰とされた沈降分離槽の
排水等原水面上に浮上物を備えて構成したので、
沈降分離槽内の排水を浮上物によつて外気と遮断
して一定温度に保持し、水の熱対流現象を防止す
ることが出来るので、排水中の水の上昇率を均一
にし濁質の除去率を排水の温度条件及び外気温度
によつて左右されずに一定に保持することが出来
優れた処理効果を発揮する。
As explained above, the sedimentation separator according to the present invention is configured to include floating objects on the surface of raw water such as drainage water of the sedimentation separation tank whose upper edge is used as a treated water overflow weir.
The waste water in the sedimentation separation tank is isolated from the outside air by floating objects and maintained at a constant temperature, preventing water heat convection, which equalizes the rate of rise of water in the waste water and removes turbidity. The rate can be maintained constant regardless of the temperature conditions of the wastewater and the outside air temperature, resulting in excellent treatment effects.

更に、本考案に係る沈降分離装置は沈降分離槽
内の排水面上に浮上物を設けたのみであるため、
安価に製造することが出来る。
Furthermore, since the sedimentation separator according to the present invention only provides floating matter on the drainage surface in the sedimentation separation tank,
It can be manufactured at low cost.

更に、本考案に関する沈降分離装置では、溢水
堰の内側に溢水堰より背の高い保持板を設けたの
で浮上物の流出を防止することが出来る。
Furthermore, in the sedimentation separator according to the present invention, a retaining plate taller than the overflow weir is provided inside the overflow weir, so that it is possible to prevent floating substances from flowing out.

本考案に係る沈降分離装置によれば、ネツトが
浮上物を覆つているので、浮上物は整然と水面上
に並べられて浮上物の保温効果は高く、また風等
により浮上物が流出することはない。
According to the sedimentation separation device of the present invention, since the net covers the floating objects, the floating objects are arranged neatly on the water surface, and the heat retention effect of the floating objects is high, and the floating objects are not washed away by wind etc. do not have.

更に本考案に係る沈降分離装置によれば、保持
板の下端を延在し、浮上物の下方に静止水域が形
成されるので、ここに処理水中の比重の軽い浮遊
物や気泡を同伴する浮遊物が集められる。微細な
浮遊物は凝集して大きな塊りになると上昇流に逆
らつて槽の下方に行き沈降分離し、処理効果が高
まる。
Furthermore, according to the sedimentation separator according to the present invention, a still water area is formed below the floating objects by extending the lower end of the retaining plate, so that floating objects with light specific gravity and air bubbles in the treated water are collected in this area. Things can be collected. When fine suspended matter aggregates into large clumps, they move toward the bottom of the tank against the upward flow and settle and separate, increasing the treatment effect.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の第1実施例に係る沈降分離装
置の要部断面図、第2図は第2実施例に係る沈降
分離装置の要部断面図、第3図は第3実施例に係
る沈降分離装置の要部断面図、第4図は、従来の
沈降分離装置を示す断面図である。 20……沈降分離槽、22,34,36,3
8,40……溢水堰、24,42,44……保持
板、26……排水、26A……静止水域、28…
…浮上物、30……ネツト。
Fig. 1 is a sectional view of the main parts of a sedimentation separator according to the first embodiment of the present invention, Fig. 2 is a sectional view of the main parts of the sedimentation separator according to the second embodiment, and Fig. 3 is a sectional view of the main parts of the sedimentation separator according to the second embodiment. FIG. 4 is a cross-sectional view of a main part of such a sedimentation separation apparatus, and FIG. 4 is a sectional view showing a conventional sedimentation separation apparatus. 20... Sedimentation separation tank, 22, 34, 36, 3
8,40...Overflow weir, 24,42,44...Retention plate, 26...Drainage, 26A...Still water area, 28...
...Floating object, 30...net.

Claims (1)

【実用新案登録請求の範囲】 原水流入口及び下部に汚泥引抜管が連通され、
上縁に処理水溢水堰が形成された沈降分離槽と、
該沈降分離槽に貯留された原水の液面を被覆すべ
く設けられた、小片状の浮上物とを備えて構成さ
れた沈降分離装置に於いて、 溢水堰より背の高い保持板で浮上物を囲むと共
に、保持板と溢水堰との間に上澄水を流出する為
の間隔を設け、保持板の下端を延ばして浮上物の
下方に静止水域を形成し、浮上物の上面にネツト
を張つたことを特徴とする沈降分離装置。
[Scope of claim for utility model registration] A sludge extraction pipe is connected to the raw water inlet and the lower part,
A sedimentation separation tank with a treated water overflow weir formed on the upper edge;
In a sedimentation separation device configured with small pieces of floating matter, which are provided to cover the surface of the raw water stored in the sedimentation separation tank, the floating matter is floated by a retaining plate taller than the overflow weir. In addition to surrounding the object, a space is provided between the retaining plate and the overflow weir for supernatant water to flow out, the lower end of the retaining plate is extended to form a still water area below the floating object, and a net is placed on the top surface of the floating object. Sedimentation separation equipment characterized by its tension.
JP1986041487U 1986-03-20 1986-03-20 Expired JPH038324Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986041487U JPH038324Y2 (en) 1986-03-20 1986-03-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986041487U JPH038324Y2 (en) 1986-03-20 1986-03-20

Publications (2)

Publication Number Publication Date
JPS62156305U JPS62156305U (en) 1987-10-05
JPH038324Y2 true JPH038324Y2 (en) 1991-02-28

Family

ID=30856537

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986041487U Expired JPH038324Y2 (en) 1986-03-20 1986-03-20

Country Status (1)

Country Link
JP (1) JPH038324Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4866256B2 (en) * 2007-02-05 2012-02-01 金造 久保 Sedimentation tank
JP4979673B2 (en) * 2008-11-10 2012-07-18 株式会社アクト Wastewater treatment equipment
JP7086334B2 (en) * 2018-01-17 2022-06-20 日本ソリッド株式会社 Sedimentation separation device water intake method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS521914Y2 (en) * 1971-02-04 1977-01-17

Also Published As

Publication number Publication date
JPS62156305U (en) 1987-10-05

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