JPS5836612B2 - Moving bed filtration device - Google Patents

Moving bed filtration device

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Publication number
JPS5836612B2
JPS5836612B2 JP51040622A JP4062276A JPS5836612B2 JP S5836612 B2 JPS5836612 B2 JP S5836612B2 JP 51040622 A JP51040622 A JP 51040622A JP 4062276 A JP4062276 A JP 4062276A JP S5836612 B2 JPS5836612 B2 JP S5836612B2
Authority
JP
Japan
Prior art keywords
filter medium
filtration
filter
tank
liquid
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.)
Expired
Application number
JP51040622A
Other languages
Japanese (ja)
Other versions
JPS52122966A (en
Inventor
喜久男 西川
頼文 池田
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.)
Takeda Pharmaceutical Co Ltd
Original Assignee
Takeda Chemical Industries 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 Takeda Chemical Industries Ltd filed Critical Takeda Chemical Industries Ltd
Priority to JP51040622A priority Critical patent/JPS5836612B2/en
Priority to GB35754/76A priority patent/GB1522268A/en
Priority to DE19762639197 priority patent/DE2639197A1/en
Priority to CH1104176A priority patent/CH605417A5/xx
Priority to US05/719,386 priority patent/US4133759A/en
Priority to NLAANVRAGE7609684,A priority patent/NL181910C/en
Priority to FR7626298A priority patent/FR2329321A1/en
Publication of JPS52122966A publication Critical patent/JPS52122966A/en
Publication of JPS5836612B2 publication Critical patent/JPS5836612B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は移動層式濾過装置に関する。[Detailed description of the invention] The present invention relates to a moving bed filtration device.

濾過操作は古《から砿鉱業はもとより化学工業から用廃
水処理部門に至るまで広い分野において採用されてきた
固液分離操作であるが、近年、都市上下水、産業用廃水
中の懸濁物質の除去等、水の三次処理の分野における重
要性が高まると共に、その処理能力も益々巨大化し、場
合によっては極度に難濾過性の懸濁液をも合理的、効率
的に濾過する方法や装置が必要とされることも多くなっ
てきた。
Filtration is a solid-liquid separation operation that has been used since ancient times in a wide range of fields, from the mineral mining industry to the chemical industry to the industrial wastewater treatment sector. As the importance of the field of tertiary water treatment such as water removal increases, the processing capacity also increases, and in some cases, methods and devices for rationally and efficiently filtering even extremely difficult-to-filter suspensions are becoming increasingly important. It is becoming more and more needed.

現在、水の三次処理の分野において採用されている主な
濾過法は原理的には所謂砂濾過法であって、従来は緩速
砂濾過法が採用されていたが、最近では用水源の汚染化
に伴う疑集沈澱装置の採用や敷地、管理上の問題等から
、急速砂濾過法が主流を占めつつある。
Currently, the main filtration method used in the field of tertiary water treatment is, in principle, the so-called sand filtration method, and in the past, slow sand filtration was used, but recently, pollution of water sources has become more prevalent. The rapid sand filtration method is becoming the mainstream due to the adoption of pseudo-sedimentation equipment and site and management issues associated with the change in the number of sand filters.

しかし、この急速砂濾過法といえども、殆どが固定層方
式であって、被処理水中の懸濁物質(以下、SSという
However, even with this rapid sand filtration method, most of the methods are fixed bed methods, and suspended solids in the water to be treated (hereinafter referred to as SS) are used.

)の大部分は濾過層表面で除去されるので、濾層全体が
有効に機能しないのみならず、一定期間濾過した後は、
濾過を一時中止し、濾層に捕捉されたSSを除去するた
め表面洗滌、逆洗等を行わなければならず、その操作、
管理が極めて煩雑であった。
) is removed at the surface of the filtration layer, so not only does the entire filtration layer not function effectively, but after filtration for a certain period of time,
Filtration must be temporarily stopped and surface cleaning, backwashing, etc. must be performed to remove SS trapped in the filter layer.
Management was extremely complicated.

また、従来の固定層方式では、被処理液のSS濃度や液
量の変動に対して速やかに且つ効果的に対処することが
できなかった。
Further, in the conventional fixed bed method, it has not been possible to quickly and effectively deal with fluctuations in the SS concentration or the amount of the liquid to be treated.

本発明は従来の濾過法における上記した種々の問題を解
決するためになされたもので、濾過処理を中断すること
なく、連続的に濾過することができると共に、濾過全体
が常に一定の濾過能力を有し、効果的に濾過を行うこと
ができる濾過装置を提供することを目的とする。
The present invention was made to solve the above-mentioned problems in conventional filtration methods, and allows continuous filtration without interrupting the filtration process. It is an object of the present invention to provide a filtration device that can effectively perform filtration.

本発明の移動層式濾過装置は頂部に濾材を連続的に内部
へ供給しうる濾材供給口を設け、下端に廃濾材を抜出す
廃濾材抜出口を設け、下部に被処理液を内部へ連続的に
供給する被処理液供給口を設け、上部に濾過層内を上昇
してきた液を槽外へ連続的に排出する処理液出口を設け
た濾過槽と、廃濾材抜出口から抜き出されたスラリー状
廃濾材を外気に曝されることなく、液体ポンプ、移送用
管及び濾材再生装置を経て上部濾材供給ロへ供給する手
段と、上記濾過槽内の濾材積層高さを監視するための粉
面計とを有し、前記濾過槽内には、前記被処理液供給口
に接続される分配器と前記処理液出口に接続される集水
器と廃濾材出口の直上におかれる邪魔板と濾材供給口の
直下におかれる分散板とを設け、濾過槽内に該槽の下側
から前記処理液出口のレベルまで濾過層を積層し、該濾
過層の上にさらに一定の積層高さをもって濾材層を積層
し、この濾材層と前記濾過槽頂部との間に濾材受入れ用
の空間部を常に形成するよう前記粉面計の監視にしたが
って濾材の供給と抜出しを行なうよう構成されているこ
とを特徴としている。
The moving bed type filtration device of the present invention has a filter media supply port at the top that can continuously supply filter media into the interior, a waste filter media outlet for extracting waste filter media at the bottom end, and a continuous flow of the liquid to be treated into the interior at the bottom. There is a filtration tank equipped with a treated liquid supply port for supplying the treated liquid, and a filtration tank equipped with a treated liquid outlet at the top that continuously discharges the liquid that has risen inside the filtration layer to the outside of the tank, and a waste filter medium extraction port. Means for supplying slurry-like waste filter media to an upper filter media supply tank through a liquid pump, a transfer pipe, and a filter media regeneration device without being exposed to the outside air, and powder for monitoring the stacking height of filter media in the filtration tank. A face meter, and in the filtration tank, there are provided a distributor connected to the treated liquid supply port, a water collector connected to the treated liquid outlet, and a baffle plate placed directly above the waste filter medium outlet. A dispersion plate placed directly below the filter medium supply port is provided, a filtration layer is stacked in the filtration tank from the bottom of the tank to the level of the treated liquid outlet, and a layer is further stacked at a constant height on top of the filtration layer. Filter media layers are stacked, and the filter media is supplied and extracted in accordance with monitoring by the powder level meter so that a space for receiving the filter media is always formed between the filter media layer and the top of the filter tank. It is characterized by

濾材としては砂、アンスラサイト、ガラス、活性炭、活
性アルミナ、シリカゲル、磁器、合成ゼオライト、合戒
樹脂等を使用することができる。
As the filtering medium, sand, anthracite, glass, activated carbon, activated alumina, silica gel, porcelain, synthetic zeolite, hexane resin, etc. can be used.

以下に本発明の濾過装置の実施例の図面について詳細に
説明する。
Below, drawings of embodiments of the filtration device of the present invention will be described in detail.

濾過槽1は底部が逆円錐形をなす筒形で、下端に廃濾材
抜出口10が設げられ頂部に濾材供給口8が設けられ、
下部に被処理液供給口2が設けられ、それより上方h1
に処理液出口6が設けられ、槽内には供給口2に分配器
4が接続され、出口6に集水器5が接続され、頂部の濾
材供給口8の直下に分散板9が、又下端の廃濾材抜出口
10の直上に邪魔板13が配設されている。
The filtration tank 1 has a cylindrical shape with an inverted conical bottom, a waste filter media outlet 10 is provided at the lower end, and a filter media supply port 8 is provided at the top.
A liquid supply port 2 to be treated is provided at the bottom, and a port h1 above it is provided.
A treatment liquid outlet 6 is provided in the tank, a distributor 4 is connected to the supply port 2 in the tank, a water collector 5 is connected to the outlet 6, and a dispersion plate 9 is provided directly below the filter medium supply port 8 at the top. A baffle plate 13 is disposed directly above the waste filter medium outlet 10 at the lower end.

濾過槽1の下端の抜出口10は、抜出弁11,廃濾材受
器14を介して水エゼクタ−15等のポンプに接続され
、管16を経てサイクロン17等の遠心分離機に接続さ
れ、ここで濾材からSSが分離され再生濾材だげが濾材
供給口8に戻される。
An extraction port 10 at the lower end of the filtration tank 1 is connected to a pump such as a water ejector 15 via an extraction valve 11 and a waste filter medium receiver 14, and is connected to a centrifugal separator such as a cyclone 17 via a pipe 16. Here, the SS is separated from the filter medium and the regenerated filter medium is returned to the filter medium supply port 8.

濾過槽1内の濾材充填面12は粉面計(図示せず)によ
り監視されており、この粉面計の監視にしたがって濾材
の供給と抜出しを行なうことにより濾材充填面12が処
理液出口6からh2上方に維持される。
The filter medium filling surface 12 in the filtration tank 1 is monitored by a powder level meter (not shown), and by supplying and extracting the filter medium according to the monitoring by this powder level meter, the filter medium filling surface 12 is connected to the processing liquid outlet 6. is maintained above h2.

処理液出口6に接続される管(図示せず)は上方へ立ち
上がっており濾材充填面12は常に冠水している。
A pipe (not shown) connected to the processing liquid outlet 6 rises upward, and the filter medium filling surface 12 is always submerged in water.

次にこの操作の作用を説明する。Next, the effect of this operation will be explained.

SSを含有する被処理水は槽本体1の下部に設けた被処
理液供給口2より槽本体内の粒子状濾材を充填した濾過
層3に導入される。
The water to be treated containing SS is introduced into a filtration layer 3 filled with a particulate filter medium inside the tank body 1 through a liquid supply port 2 provided at the bottom of the tank body 1 .

この際、分配機4が被処理液を槽1の全断面にわたって
均等に分配する。
At this time, the distributor 4 evenly distributes the liquid to be treated over the entire cross section of the tank 1.

被処理液は上向流で濾過層3を通過し濾液集水機5によ
って濾材から濾過分離され、処理液出口6から槽1外へ
流出する。
The liquid to be treated passes through the filtration layer 3 in an upward flow, is filtered and separated from the filter medium by the filtrate collector 5, and flows out of the tank 1 from the treated liquid outlet 6.

尚、比重の比較的小さい濾材を使用する場合、処理液出
口6の上方まで充填された濾材層7の重量により濾過層
3の濾材が押圧されるから、濾過槽処理中に上向流液体
により膨脹や流動化を起こすことがない。
In addition, when using a filter medium with a relatively small specific gravity, the weight of the filter layer 7 filled up to the upper part of the processing liquid outlet 6 presses the filter medium of the filter layer 3. Does not cause swelling or fluidization.

通常、この膨脹、流動化防止のための濾材層高h2は濾
過層高h1の精々数%程度で十分である。
Normally, it is sufficient for the height h2 of the filter medium layer to prevent this expansion and fluidization to be at most several percent of the height h1 of the filter layer.

濾材は濾過槽1頂部の濾材供給口8からスラリーでポン
プ、水エゼクター、圧送タンク等(図示せず)適宜の手
段により、連続的又は間接的に濾過槽1に供給される。
The filter medium is continuously or indirectly supplied to the filter tank 1 as a slurry from the filter medium supply port 8 at the top of the filter tank 1 by an appropriate means such as a pump, a water ejector, a pressure tank (not shown), etc.

この場合、処理液で濾材をスラリー化してもよい。In this case, the filter medium may be slurried with the treatment liquid.

濾材は分散板9により濾過槽1の全断面にわたって均等
に分散される。
The filter medium is evenly distributed over the entire cross section of the filter tank 1 by the dispersion plate 9.

濾材充填面12は粉面計(図示せず)で監視されており
、濾材層高h2を含めた濾材充填層高h1+h2が実質
的に一定に制御される。
The filter material filling surface 12 is monitored by a powder level meter (not shown), and the filter material filling layer height h1+h2 including the filter material layer height h2 is controlled to be substantially constant.

一方、SSを捕捉した濾材は、濾過槽1下端に設けた廃
濾材抜出口10から連続的又は間欠的にスラリー状で抜
出され、廃濾材受器14、水エゼクタ−15を経たのち
管16内をスラリー状のままサイクロン17に送られ、
ここではじめてSSが分離されて再生濾材は濡れた状態
のまま濾材供給口8から濾過槽1内へ適宜戻される。
On the other hand, the filter medium that has captured SS is continuously or intermittently extracted in the form of slurry from the waste filter medium outlet 10 provided at the lower end of the filter tank 1, passes through the waste filter medium receiver 14, the water ejector 15, and then passes through the pipe 16. The inside is sent to cyclone 17 as a slurry,
Only then is the SS separated, and the regenerated filter medium is appropriately returned to the filter tank 1 from the filter medium supply port 8 in a wet state.

廃濾材抜出口10から濾材供給口8に至る濾材の再生循
環回路は外気と接触せず、しかも始終スラリー状で移送
される。
The filter medium regeneration circulation circuit from the waste filter medium outlet 10 to the filter medium supply port 8 does not come into contact with outside air, and moreover, the filter medium is transported in the form of slurry throughout.

廃濾材を間欠的に抜出す場合には、特に被処理液入口側
の濾材に捕捉されたSSによって形成されたマツドボー
ル( mud ball )が間欠抜出しの勢いによっ
て解きほぐされて、濾過槽外に排出され易くなるという
利点がある。
When waste filter media is extracted intermittently, mud balls formed by SS trapped in the filter media on the inlet side of the liquid to be treated are loosened by the force of the intermittent extraction and are discharged outside the filtration tank. This has the advantage of being easier to use.

更に、前記受器14において攪拌、水洗等により廃濾材
とSSとの分離を行えば、後続の管内移送の過程におい
ても、濾材粒子相互や管壁との衝突、摩擦、或いは液流
による洗滌作用によって、SSは濾材から離脱されるか
ら、特に大容量の廃濾材中継タンクや大型の廃濾材再生
設備を設けることなく、濾材を循環使用することができ
る。
Furthermore, if waste filter media and SS are separated in the receiver 14 by stirring, washing with water, etc., even during the subsequent transfer process within the pipe, there will be no collision of filter media particles with each other or the pipe wall, friction, or washing action due to liquid flow. Since the SS is separated from the filter medium, the filter medium can be reused without the need for a particularly large-capacity waste filter medium relay tank or large-scale waste filter medium regeneration equipment.

また、比較的比重の大きい濾材粒子を使用する場合には
、更にSSと濾材粒子との比重差が大きくなるので、廃
濾材の濾過槽からの抜出し、水エゼクター等による廃濾
材の管内圧送等により、SSを濾材からほぼ完全に脱離
させることができ、従って極めて簡単な操作で濾過と廃
濾材再生とを行うことができる点にも、比較的比重の大
きい濾材を使用する利点がある。
In addition, when using filter media particles with a relatively large specific gravity, the difference in specific gravity between the SS and the filter media particles becomes even larger. , SS can be almost completely desorbed from the filter medium, and therefore filtration and waste filter medium regeneration can be performed with extremely simple operations, which is another advantage of using a filter medium with a relatively high specific gravity.

また、本発明では、濾材層7の高さをh2に維持するこ
とにより、該濾材層Iと濾過槽1頂部との間に濾材受入
れ用の空間部を常に形成している。
Further, in the present invention, by maintaining the height of the filter medium layer 7 at h2, a space for receiving the filter medium is always formed between the filter medium layer I and the top of the filter tank 1.

したがって濾材供給口8からの濾材供給を連続的に行う
ことができる。
Therefore, the filter medium can be continuously supplied from the filter medium supply port 8.

本発明によれば、以上のように、粒子状濾材の充填層に
SSを含有する被処理液を上向流で通過させて、SSを
捕捉分離する方法において、濾材充填層上方から間欠的
又は連続的に濾材を供給し、下方からSSを捕捉した廃
濾材を間欠的又は連続的に抜出すことができるから、従
来の砂濾過法と異なって、濾過を一時中断して濾過層を
逆洗滌する必要がなく、連続濾過できるのみならず、被
処理液のSS濃度や被処理液量の変動に対しても、例え
ば、濾材の抜出量と供給量を調整することにより、迅速
且つ効果的に対処することができるという著しい利点を
有する。
According to the present invention, as described above, in the method of trapping and separating SS by passing a liquid to be treated containing SS through a packed bed of particulate filter media in an upward flow, Unlike conventional sand filtration methods, filtration can be temporarily interrupted and the filtration layer can be backwashed because the filter media can be continuously supplied and the waste filter media that has captured SS can be extracted from below intermittently or continuously. Not only can continuous filtration be performed without the need for continuous filtration, but it can also be quickly and effectively adapted to fluctuations in the SS concentration of the liquid to be treated and the amount of liquid to be treated by, for example, adjusting the amount of filter material to be extracted and the amount of supply. It has the significant advantage of being able to deal with

また、SSにより濾材がマツドボールを形成し易い場合
にも、廃濾材の抜出量を多くすることによって、マツド
ボール形成を未然に防止し得る。
Further, even if the filter medium is likely to form mud balls due to SS, the formation of mud balls can be prevented by increasing the amount of waste filter material extracted.

更に、本発明によれば、濾材は濾材充填層上方から供給
され、下方に移動する移動層を形成するから、水より重
い濾材であれば、比重の大小を問わず、任意所望の性質
の粒子状濾材を使用することができ、特に移動層を上方
に移動させる方式では使用不可能であるような比重の著
しく大きい濾材粒子であっても、本発明ではむしろ望ま
しい濾材として使用することができる。
Further, according to the present invention, the filter medium is supplied from above the filter medium packed bed to form a moving layer that moves downward. Therefore, as long as the filter medium is heavier than water, particles of any desired properties can be used regardless of the specific gravity. In particular, filter media particles having a significantly large specific gravity that cannot be used in a system in which a moving bed is moved upward can be used as a rather desirable filter media in the present invention.

即ち、比重の大きい濾材粒子を使用した場合には、濾材
は上向流液体による膨脹や流動化を起こさないから、被
処理液の流量変動に対しても安定した濾過操作を続ける
ことができる。
That is, when filter medium particles having a large specific gravity are used, the filter medium does not expand or become fluidized by the upwardly flowing liquid, so that stable filtration operation can be continued even when the flow rate of the liquid to be treated varies.

また、本発明は処理液出口からh2上方に濾材充填面を
維持しているので、比重の小さい濾材を使用する場合で
も、上向流液体により膨脹や流動化を起こすことがなく
、安定した状態で連続濾過処理が行われる。
In addition, since the present invention maintains the filling surface of the filter medium above h2 from the processing liquid outlet, even when using a filter medium with a small specific gravity, it does not expand or fluidize due to the upward flow of liquid, and a stable state is maintained. A continuous filtration process is performed.

しかも、本発明においては、SSが最も多量に捕捉され
ている濾過層3下部の濾材が間欠的又は連続的に廃濾材
として排出されていくから、濾過層は常に一定して大き
な濾過能力を有し、如何なる性状のSSをも極めて効果
的に濾過することができる。
Moreover, in the present invention, since the filter material at the bottom of the filter layer 3 where the largest amount of SS is captured is intermittently or continuously discharged as waste filter material, the filter layer always has a constant large filtration capacity. However, SS of any nature can be filtered extremely effectively.

また本発明では、濾材の供給と排出を行ないながら、被
処理液の供給、排出を行なうことができるので、連続運
転ができ、濾過処理が非常に円滑、迅速に行える。
Further, in the present invention, since the liquid to be treated can be supplied and discharged while the filter medium is supplied and discharged, continuous operation is possible and the filtration process can be performed very smoothly and quickly.

更に、本発明により、廃濾材を濾過槽下端から抜出し、
水エゼクター等により管内を移送すれば、SSは容易に
濾材かも脱離するから、適宜手段によりSSを分離した
濾材をそのまま濾過槽に供給することができるので、濾
過系と再生系からなる一連のシステムが簡単となり、従
って本発明の方法は運転、管理が著しく簡単になると共
に、経済性においても有利である。
Furthermore, according to the present invention, the waste filter medium is extracted from the lower end of the filter tank,
If the SS is transferred through the pipe using a water ejector, etc., the SS can easily be removed from the filter material, so the filter material from which the SS has been separated can be directly supplied to the filtration tank by an appropriate means. The system is simple, and the method according to the invention is therefore considerably easier to operate and manage, and is also advantageous in terms of economy.

また、廃濾材抜出口10から濾材供給口8に至る濾材再
生、循環回路は外気に触れることがないので、食品、飲
料水、薬品等の濾過処理に適用することができる。
Further, since the filter medium regeneration and circulation circuit from the waste filter medium outlet 10 to the filter medium supply port 8 is not exposed to outside air, it can be applied to the filtration treatment of foods, drinking water, medicines, etc.

実施例 内径365山の円筒型の濾過槽に、平均粒径1.411
!771、水中湿潤比重1.32の球状活性炭「武田X
−700J(武田薬品工業株式会社販売)を濾過層高(
h1 )3m、濾材層高(h2)30cIrLに充填し
、濾過槽下部から非常に高粘性のSSを平均16.6p
pm 含有する工場廃水を上向流空塔速度15m/hで
濾過槽を通過させ、一方で被処理液177,1当り0.
8 2 kgの濾材の供給、排出を行いつつ、約3週
間連続運転したところ、濾材の膨脹もなく、また処理液
のSS濃度は1週間平均で3.4ppm (SS除去
率79.5%)であった。
Example: In a cylindrical filter tank with an inner diameter of 365 mounds, an average particle size of 1.411
! 771, spherical activated carbon with a wet specific gravity of 1.32 in water “Takeda
-700J (sold by Takeda Pharmaceutical Co., Ltd.) with filtration layer height (
h1) 3m, filter medium layer height (h2) 30cIrL, filled with very high viscosity SS from the bottom of the filtration tank at an average of 16.6p
pm industrial wastewater was passed through the filtration tank at an upward flow superficial velocity of 15 m/h, while 0.0 m/h per liquid to be treated.
After approximately 3 weeks of continuous operation while supplying and discharging 82 kg of filter media, there was no expansion of the filter media, and the SS concentration in the treated liquid was 3.4 ppm on average per week (SS removal rate 79.5%). Met.

尚、上記と同一の濾材を用いて別に実験したところ、内
径105關の円筒型槽においては、被処理液の上向流空
塔速度が15〜25m/hの場合には、濾材層高h2を
濾過層高h1の約2〜5%にすれば、濾過層の膨脹、流
動化を防止するのに十分であることが確認された。
In addition, in a separate experiment using the same filter medium as above, in a cylindrical tank with an inner diameter of 105 mm, when the upward superficial velocity of the liquid to be treated is 15 to 25 m/h, the filter medium layer height h2 It has been confirmed that setting the height of the filter layer to about 2 to 5% of the height h1 of the filter layer is sufficient to prevent expansion and fluidization of the filter layer.

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

図面は本発明実施例の構成を示す部分断面図である。 1・・・・・・濾過槽、2・・・・・・被処理液供給口
、3・・・・・・濾過層、6・・・・・・処理液出口、 10・・・・・・廃濾材抜出口。 8・・・・・・濾材供給口、
The drawing is a partial sectional view showing the configuration of an embodiment of the present invention. 1...Filtering tank, 2...Liquid to be treated supply port, 3...Filtration layer, 6...Processing liquid outlet, 10...・Waste filter media outlet. 8... Filter media supply port,

Claims (1)

【特許請求の範囲】[Claims] 1 項部に濾材を連続的に内部へ供給しうる濾材供給口
を設け、下端に廃濾材を抜出す廃濾材抜出口を設け、下
部に被処理液を内部へ連続的に供給する被処理液供給口
を設け、上部に濾過層内を上昇してきた液を槽外へ連続
的に排出する処理液出口を設けた濾過槽と、廃濾材抜出
口から抜き出されたスラリー状廃濾材を外気に曝される
ことな《、液体ポンプ、移送用管及び濾材再生装置を経
て上部濾材供給ロへ供給する手段と、上記濾過槽内の濾
材積層高さを監視するための粉面計とを有し、前記濾過
槽内には、前記被処理液供給口に接続される分配器と前
記処理液出口に接続される集水器と廃濾材出口の直上に
おかれる邪魔板と濾材供給口の直下におかれる分散板と
を設け、濾過槽内に該槽の下端から前記処理液出口のレ
ベルまで濾過層を積層し、該濾過層の上にさらに一定の
積層高さをもって濾材層を積層し、この濾材層と前記濾
過槽頂部との間に濾材受入れ用の空間部を冨に形成する
よう前記粉面計の監視にしたがって濾材の供給と抜出し
を行なうよう構成されていることを特徴とする移動層式
濾過装置。
1. A filter media supply port is provided at the neck portion to continuously supply the filter media into the interior, a waste filter media outlet is provided at the lower end to extract the waste filter media, and the liquid to be treated is continuously supplied to the interior at the bottom. A filtration tank is equipped with a supply port and a treated liquid outlet at the top that continuously discharges the liquid that has risen in the filtration layer to the outside of the tank, and the slurry waste filter media extracted from the waste filter media outlet is discharged into the outside air. A means for supplying the liquid to the upper filter medium supply chamber via a liquid pump, a transfer pipe and a filter medium regenerating device, and a powder level meter for monitoring the height of the filter medium stack in the filtration tank. The filtration tank includes a distributor connected to the treated liquid supply port, a water collector connected to the treated liquid outlet, a baffle plate placed directly above the waste filter medium outlet, and a baffle plate placed directly below the filter medium supply port. A dispersion plate is provided, a filtration layer is stacked in the filtration tank from the bottom end of the tank to the level of the treated liquid outlet, and a filter medium layer is further stacked on top of the filtration layer with a constant stacking height. A moving layer characterized in that the filter medium is supplied and extracted according to monitoring by the powder level meter so as to form a large space for receiving the filter medium between the filter medium layer and the top of the filtration tank. type filtration device.
JP51040622A 1975-11-03 1976-04-08 Moving bed filtration device Expired JPS5836612B2 (en)

Priority Applications (7)

Application Number Priority Date Filing Date Title
JP51040622A JPS5836612B2 (en) 1976-04-08 1976-04-08 Moving bed filtration device
GB35754/76A GB1522268A (en) 1975-11-03 1976-08-27 Liquid purification apparatus
DE19762639197 DE2639197A1 (en) 1975-11-03 1976-08-31 CLEANERS FOR LIQUIDS
CH1104176A CH605417A5 (en) 1975-11-03 1976-08-31
US05/719,386 US4133759A (en) 1975-11-03 1976-08-31 Liquid purification apparatus
NLAANVRAGE7609684,A NL181910C (en) 1975-11-03 1976-08-31 LIQUID PURIFIER.
FR7626298A FR2329321A1 (en) 1975-11-03 1976-08-31 LIQUID PURIFICATION DEVICE

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP51040622A JPS5836612B2 (en) 1976-04-08 1976-04-08 Moving bed filtration device

Publications (2)

Publication Number Publication Date
JPS52122966A JPS52122966A (en) 1977-10-15
JPS5836612B2 true JPS5836612B2 (en) 1983-08-10

Family

ID=12585620

Family Applications (1)

Application Number Title Priority Date Filing Date
JP51040622A Expired JPS5836612B2 (en) 1975-11-03 1976-04-08 Moving bed filtration device

Country Status (1)

Country Link
JP (1) JPS5836612B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59143771U (en) * 1983-03-15 1984-09-26 株式会社寿光 bound printed matter
JPH0160011U (en) * 1987-10-09 1989-04-17

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5513138A (en) * 1978-07-17 1980-01-30 Mitsui Constr Co Ltd Filtering device
JPS5729854Y2 (en) * 1979-05-01 1982-06-30
JPS5850526B2 (en) * 1980-12-15 1983-11-11 義彦 上田 filtration device
JPS61141909A (en) * 1984-12-15 1986-06-28 Sankyo Kogyo Kk Upward flow type filter apparatus with filter material washing apparatus
JP2008199682A (en) * 2008-05-23 2008-08-28 Sony Corp Parallel ad converter, signal processing circuit using the same, and recording/reproduction apparatus using the same

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4963061A (en) * 1972-10-19 1974-06-19

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4963061A (en) * 1972-10-19 1974-06-19

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59143771U (en) * 1983-03-15 1984-09-26 株式会社寿光 bound printed matter
JPH0160011U (en) * 1987-10-09 1989-04-17

Also Published As

Publication number Publication date
JPS52122966A (en) 1977-10-15

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