JPH07299309A - Filter apparatus - Google Patents

Filter apparatus

Info

Publication number
JPH07299309A
JPH07299309A JP6095282A JP9528294A JPH07299309A JP H07299309 A JPH07299309 A JP H07299309A JP 6095282 A JP6095282 A JP 6095282A JP 9528294 A JP9528294 A JP 9528294A JP H07299309 A JPH07299309 A JP H07299309A
Authority
JP
Japan
Prior art keywords
water
treated water
filter
raw water
cylinder
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
JP6095282A
Other languages
Japanese (ja)
Inventor
Shohachi Tajima
正八 田島
Go Inada
郷 稲田
Hiroaki Sato
宏明 佐藤
Keizo Ogura
啓三 小倉
Morito Hasegawa
森十 長谷川
Kazuharu Mori
一晴 森
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.)
DOBOKU KENKYU CENTER
KANATSU GIKEN KOGYO KK
SANSHIN KENSETSU KOGYO KK
SHIGEN SEIBUTSU KENKYUSHO KK
Nihon Kentetsu Co Ltd
Kyowa Exeo Corp
Original Assignee
DOBOKU KENKYU CENTER
KANATSU GIKEN KOGYO KK
SANSHIN KENSETSU KOGYO KK
SHIGEN SEIBUTSU KENKYUSHO KK
Nihon Kentetsu Co Ltd
Kyowa Exeo Corp
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 DOBOKU KENKYU CENTER, KANATSU GIKEN KOGYO KK, SANSHIN KENSETSU KOGYO KK, SHIGEN SEIBUTSU KENKYUSHO KK, Nihon Kentetsu Co Ltd, Kyowa Exeo Corp filed Critical DOBOKU KENKYU CENTER
Priority to JP6095282A priority Critical patent/JPH07299309A/en
Publication of JPH07299309A publication Critical patent/JPH07299309A/en
Pending legal-status Critical Current

Links

Landscapes

  • Filtration Of Liquid (AREA)

Abstract

PURPOSE:To provide a filter apparatus capable of treating a large amt. of raw water by simple operation in spite of a small size and effectively removing respective impurities. CONSTITUTION:A slide member 12 made freely movable in the longitudinal axis direction of a cylindrical body 10 by a cylinder 11 and having a large number of through-holes is provided in the cylindrical body 10 having an inflow port 10a of water to be treated at one end part thereof and a discharge port 10b of treated water at the other end part thereof and a large number of filter cloths 14, 14... filtering raw water flowing in from the through-holes of the slide member 12 are provided on the side of the treated water discharge surface of the slide member 12.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、湖沼等における浚渫余
水の処理、沈殿槽の後処理、用水の浄化および上水処理
等に使用される濾過装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a filtering device used for treatment of dredging surplus water in lakes and marshes, aftertreatment of a sedimentation tank, purification of water and treatment of tap water.

【0002】[0002]

【従来の技術】近年、河川、湖沼、内湾等の閉鎖性水域
においては、窒素、リンなどの栄養塩が次第に増加する
ことによる富栄養化現象が発生し深刻な問題となってい
る。富栄養化した湖沼等では、水中で生産された有機物
が湖水中の溶存酸素によって酸化されることになるの
で、富栄養湖の底層では溶存酸素量が減少し、ときには
有害な硫化水素を含むようになるなどの問題がある。ま
た、有害な藻類やプランクトンが特に夏季に大発生した
場合には、後にこれらが腐敗して悪臭を放ち、周辺環境
を悪化させるとともに、水中の溶存酸素量を消費し、硫
化水素やその他の有害物を発生させる等の問題が発生し
ている。
2. Description of the Related Art In recent years, in closed water areas such as rivers, lakes and marshes, eutrophication phenomenon has occurred due to a gradual increase in nutrient salts such as nitrogen and phosphorus, which has become a serious problem. In eutrophic lakes, etc., organic matter produced in water is oxidized by dissolved oxygen in the lake water, so the amount of dissolved oxygen decreases in the bottom layer of eutrophic lake, and sometimes harmful hydrogen sulfide is contained. There is a problem such as becoming. Also, when harmful algae and plankton occur especially in the summer, they later decompose and give off a bad odor, deteriorating the surrounding environment, consuming dissolved oxygen in water, and causing harmful effects on hydrogen sulfide and other harmful substances. There is a problem such as generating something.

【0003】これらの問題を解決する策としては、現
在、底泥を浚渫除去する方法が有力であり、工事実績も
年々増加している。この場合、前述した微生物の繁殖に
必要な栄養成分は、窒素、リンであり、底泥浚渫の際発
生する余水をそのまま放流するのでは湖沼浄化の根本的
な解決策とはならないため、たとえばベルトプレスなど
の濾過装置を用い、窒素、リンなどを脱水ケーキととも
に除去するようにしている。
As a measure for solving these problems, a method of dredging bottom mud is currently effective, and the number of construction works is increasing year by year. In this case, the nutrient components necessary for the above-mentioned microbial propagation are nitrogen and phosphorus, and if the residual water generated during dredging of the bottom mud is discharged as it is, it will not be a fundamental solution for lake purification. A filter device such as a belt press is used to remove nitrogen, phosphorus, etc. together with the dehydrated cake.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、濾過装
置としてベルトプレスを用いる場合には、周辺機器とし
てスラリー槽、スラリーポンプ、油圧ユニット、濾布装
置などが必要となり、装置が全体として大型化するとと
もに、過去の処理水の水質データをみても、リンについ
ては、ほぼ90%台の除去率を確保できているが、窒素
の除去能力は概ね15〜45%程度と低いものである。
However, when a belt press is used as the filtering device, a peripheral equipment such as a slurry tank, a slurry pump, a hydraulic unit, a filter cloth device, etc. are required, and the size of the device becomes large as a whole. Looking at the water quality data of the treated water in the past, the removal rate of phosphorus can be secured in the order of 90%, but the nitrogen removal capacity is low at about 15 to 45%.

【0005】一方、一般に汚濁水の凝集沈殿処理あるい
は生物処理においては、最終的に処理水は沈殿槽で固液
分離された後に放流処理されている。この場合、処理が
良好な状態であれば浮遊物質量(SS)も少なく、放流
しても問題は生じないが、処理が不十分で浮遊物質が多
量に含まれている場合には、河川などを汚す原因ともな
っている。
On the other hand, generally, in the coagulation sedimentation treatment of polluted water or the biological treatment, the treated water is finally discharged after being solid-liquid separated in the sedimentation tank. In this case, the amount of suspended solids (SS) will be small if the treatment is in good condition, and no problem will occur if discharged. However, if the treatment is insufficient and a large amount of suspended substance is contained, rivers, etc. It is also a cause of soiling.

【0006】他方、近年の社会活動の増大に伴い、汚染
源等の流入負荷量が増大し、河川、湖沼等の環境水の悪
化が問題となっている。そのため、水中に含まれる微細
な土砂分、藻類、プランクトン等の汚染物質類が公共用
水域を利用するうえで大きな障害となっている。
On the other hand, with the recent increase in social activities, the inflow load of pollution sources and the like has increased, and the deterioration of environmental water such as rivers and lakes has become a problem. Therefore, minute sediments contained in water, pollutants such as algae and plankton are major obstacles in using public water areas.

【0007】さらに、水域汚濁の進行に伴って、上水と
しての水源の水質が悪化しつつあり、水源の確保が困難
な状況に成りつつある。このため、浄水場では凝集剤を
添加して不純物を除去するなど水質の浄化対策に、従来
にも増して多大なコストと労力が必要になっている。
Further, with the progress of water pollution, the water quality of the water source as clean water is deteriorating, and it is becoming difficult to secure the water source. For this reason, in a water purification plant, much cost and labor are required more than ever before to take measures for water quality purification such as adding an aggregating agent to remove impurities.

【0008】そこで、本発明の主たる課題は、特に湖沼
等における浚渫余水の濾過処理、沈殿槽の後処理、用水
の浄化および上水処理等に好適に使用されるものであっ
て、装置的にも小型であり、また簡単な操作で大量の原
水を処理でき、さらに各不純物類を効果的に除去し得る
濾過装置を提供するものである。
Therefore, the main problem of the present invention is that it is suitably used for filtering treatment of dredging surplus water in lakes and marshes, post-treatment of sedimentation tank, purification of water and treatment of tap water. Moreover, the present invention provides a filtration device that is small in size, can process a large amount of raw water with a simple operation, and can effectively remove each impurity.

【0009】[0009]

【課題を解決するための手段】前記課題は、一方端側に
原水の流入口を備えるとともに、他端側に処理水の排出
口を備えた筒体内に、往復動の制御駆動手段により筒体
の長手軸方向に移動自在とされかつ多数の通孔が形成さ
れた摺動体を備えるとともに、この摺動体の処理水排出
面側に該摺動体の通孔より流入する原水を濾過するため
の濾布を多数備えたことで解決できる。
[Means for Solving the Problems] The object is to provide a cylinder body having a raw water inlet on one end side and a treated water discharge port on the other end side by means of a reciprocating control drive means. And a filter for filtering raw water flowing from the through holes of the sliding body to the treated water discharge surface side of the sliding body, the sliding body being movable in the longitudinal axis direction of the sliding body. It can be solved by having a lot of cloths.

【0010】この場合、前記濾布としては、短冊状また
は袋状の濾布を簾状に取り付けるのが好ましい。また、
前記筒体内の処理水排出端側に、多数の通孔が形成され
た仕切り板を備えることが望ましい。また、筒体の処理
水の排出端側に逆洗時の洗浄水流入口を備えるととも
に、被処理水の流入端側に逆洗時の洗浄水排出口を備え
ることで、たとえば原水の送給路を切換えて筒体の逆側
から流入させるようにすることで、簡単に濾布の洗浄を
行うことができる。
In this case, as the filter cloth, a strip-shaped or bag-shaped filter cloth is preferably attached like a blind. Also,
It is desirable that a partition plate having a large number of through holes is provided on the treated water discharge end side of the cylindrical body. Further, by providing a washing water inlet for backwashing on the discharge end side of the treated water of the cylindrical body and a washing water discharge port for backwashing on the inflow end side of the treated water, for example, a feed path for raw water The filter cloth can be easily washed by switching between the above and the other side so that the filter cloth flows from the opposite side.

【0011】前記濾布の素材としては、種々のものを使
用することができるが、特に天然繊維または化学繊維に
よる平織布とする場合には、本願発明に係るピストン式
圧搾方式の濾過装置に適合し、特に不純物類の除去能力
が向上する。
As the material of the filter cloth, various materials can be used. Especially when a plain woven cloth made of natural fibers or chemical fibers is used, the filter apparatus of the piston type compression system according to the present invention is used. It is suitable, and especially the ability to remove impurities is improved.

【0012】[0012]

【作用】本発明に係る濾過装置の場合には、流入口およ
び排出口をそれぞれの端に備えた筒体と、この内部を移
動する、簾状に多数の濾布が付設された摺動体とによっ
て基本的に構成される。したがって、装置的にも非常に
簡単であるとともに、筒体内に収容した被処理水を一気
に圧搾して濾過を行うため、バッチ処理ではあるが大量
にかつ効率的に原水の濾過を行うことができる。また、
筒体内の処理水排出端側に、多数の通孔が形成された仕
切り板を備えることにより、圧縮された濾布によって排
出口を塞ぐことなく、濾過後の処理水を効果的に排出口
側から流出させることができる。
In the case of the filtering device according to the present invention, a cylindrical body having an inlet and an outlet at each end, and a sliding body which moves inside the cylindrical body and is provided with a large number of filter cloths attached to it like a blind. It is basically composed of Therefore, it is very simple in terms of equipment, and since the water to be treated contained in the cylinder is squeezed and filtered at a stretch, it is possible to perform a large amount and efficient filtration of raw water though it is a batch process. . Also,
By providing a partition plate with a large number of through holes on the treated water discharge end side inside the cylinder, the treated water after filtration can be effectively discharged without blocking the discharge port with a compressed filter cloth. Can be drained from.

【0013】[0013]

【実施例】以下、本発明を実施例に基づいて詳述する。
図1において、湖沼、沈殿槽等から輸送されてきた被処
理水たる原水は、一旦原水受槽2内に貯留される。貯留
された原水は、ポンプ3により三方弁4を経て送給路R
1 によって本発明に係る濾過装置1まで送給される。濾
過装置1に供給された原水は、ここで原水中に含まれて
いる懸濁物、窒素、リンが除去され、処理水として一旦
貯留槽9に蓄えられ、その後河川等に放流処理または再
濾過処理される。前記濾過装置1を経た処理は、大幅に
COD(化学的酸素要求量)やBOD(生物化学的酸素
要求量)が低減されているため、該処理水を原水供給源
に放流するときは、原水供給源における懸濁物、窒素、
リンの除去の他、CODやBODの低減を図ることがで
きる。
EXAMPLES The present invention will be described in detail below based on examples.
In FIG. 1, raw water, which is water to be treated, that has been transported from lakes, sedimentation tanks, etc. is temporarily stored in a raw water receiving tank 2. The stored raw water is fed by a pump 3 through a three-way valve 4 to a feed path R.
Fed to a filtration device 1 according to the present invention by one. The raw water supplied to the filtration device 1 is removed from the suspension, nitrogen, and phosphorus contained in the raw water here, and once stored in the storage tank 9 as treated water, and then discharged or refiltered into a river or the like. It is processed. Since COD (chemical oxygen demand) and BOD (biochemical oxygen demand) are significantly reduced in the treatment through the filtration device 1, when the treated water is discharged to a raw water supply source, Suspension in source, nitrogen,
Besides removing phosphorus, COD and BOD can be reduced.

【0014】以下、本発明に係る濾過装置1を図2に基
づいて詳細に説明する。濾過装置1は、一方端側に原水
流入口10aと洗浄水排出口10cが形成されるととも
に、他端側に処理水排出口10bと洗浄水流入口10d
が形成された筒体10内に、シリンダー11によって往
復動作が制御され、かつ多数の通孔が形成された摺動体
12を備えている。ここで、前記シリンダー11に代え
て、回転運動をリンクによって往復運動に変える運動機
構を採用することでもよい。また、他の運動機構であっ
てもよい。要は前記摺動体12を筒体の長手方向軸に沿
って往復運動させる駆動手段であればよい。
The filtering device 1 according to the present invention will be described below in detail with reference to FIG. The filter device 1 has a raw water inlet 10a and a wash water outlet 10c formed on one end side, and a treated water outlet 10b and a wash water inlet 10d on the other end side.
In the cylindrical body 10 in which is formed a slide body 12 whose reciprocating motion is controlled by a cylinder 11 and a large number of through holes are formed. Here, instead of the cylinder 11, a motion mechanism that changes a rotary motion into a reciprocating motion by a link may be adopted. Further, other motion mechanism may be used. In short, any driving means for reciprocating the sliding body 12 along the longitudinal axis of the cylindrical body may be used.

【0015】前記摺動体12の処理水排出面側(摺動体
12のシリンダー配設側と反対側)には、多数の濾布1
4、14…が簾状に吊持され、前記制御弁5を通過して
濾過装置1に供給された原水は、摺動体12の各通孔を
通り濾布配設空間Pに流入した後、前記摺動体12によ
る圧搾により、前記濾布14、14…と接触または該濾
布14、…を透過することにより、各種不純物が濾布1
4、14…に捕捉される。
A large number of filter cloths 1 are provided on the treated water discharge surface side of the slide body 12 (the side opposite to the cylinder arrangement side of the slide body 12).
4, 14, ... Are hung in a blind shape, and the raw water that has passed through the control valve 5 and is supplied to the filtering device 1 flows into the filter cloth disposing space P after passing through the through holes of the sliding body 12. By pressing with the sliding body 12, various impurities are brought into contact with the filter cloths 14, 14 ... Or permeate the filter cloths 14 ,.
4, 14, ...

【0016】前記濾布14の素材としては、綿布、羊毛
布および麻布等の天然素材の他、ナイロン、アクリル、
ポリエステル、ポリ塩化ビニル等の化学繊維が用いられ
る。
As the material of the filter cloth 14, in addition to natural materials such as cotton cloth, wool cloth and linen cloth, nylon, acrylic,
Chemical fibers such as polyester and polyvinyl chloride are used.

【0017】織組織としては、平織、斜文織、破れ斜文
織、朱子織などがあるが、特に平織の場合には、機械的
強度が最も大きく、除滓操作が容易であり、後述の実験
例にて示すように、本願の濾過装置に使用される時は、
濾過機能を最も効果的に発揮する。また、前記濾布14
の長さは、好ましくは、筒体の長さと同等またはやや短
い長さ、具体的には筒体長さの0.8〜1.0倍の長さ
であることが望ましく、その濾布14としては、一枚の
短冊状濾布や、袋状として表裏面を別々に使用可能とし
て捕捉能力を高めた袋状濾布などを使用することができ
る。前記濾布14の取付け態様例としては、図4に示さ
れるように、複数枚の短冊状または袋状の濾布14、1
4…を束ねたものを、吊り材15により摺動体12に繋
着して取付ける。
The weave design includes plain weave, twill weave, broken twill weave, satin weave and the like. Especially, in the case of plain weave, the mechanical strength is the largest and the slag removing operation is easy, and it will be described later. As shown in the experimental example, when used in the filtration device of the present application,
Most effectively exerts its filtering function. In addition, the filter cloth 14
The length of is preferably equal to or slightly shorter than the length of the tubular body, specifically, 0.8 to 1.0 times the length of the tubular body. Can be a single strip-shaped filter cloth, or a bag-shaped filter cloth in which the front and back surfaces can be separately used as a bag to improve the capturing ability. As an example of an attachment mode of the filter cloth 14, as shown in FIG. 4, a plurality of strip-shaped or bag-shaped filter cloths 14, 1
A bundle of 4 ... Is attached and attached to the sliding body 12 by the suspending member 15.

【0018】一方、筒体12内の処理水の出側端側に
は、多数の通孔が形成された仕切り板13が固定的に配
置されており、前記濾布配設空間P内に原水が収容され
た状態でシリンダー12を徐々に伸ばすと、図3に示さ
れるように、濾布14、14…が前記仕切り板13を当
接体として圧縮され、原水が濾布14、14…と接触ま
たは透過することにより濾過される。この場合、シリン
ダー11の伸長状態に合わせて原水を連続的に供給し、
摺動板12の背面側に背圧を生じさせることで原水の逆
流を防止することができる。濾布14、14…により濾
過された処理水は、その後仕切り板13の通孔を通過
し、制御弁8側の送給路R2 によって貯留槽9まで導か
れる。次いで、濾過処理を続けるためには、前記シリン
ダー11による摺動体12の往復運動により、濾布配設
空間P内に原水を収容する工程と、濾布14の圧縮工程
とを交互に繰り返す。この繰り返し動作により、原水の
濾過処理が回分的に行われる。なお、濾過装置1は、処
理能力に合わせて複数台設けられる。ここで、前記シリ
ンダー11による摺動体12の移動量、つまり摺動体1
2と仕切り板13との間の距離(以下、濾層厚という)
によって濾過圧が調整されるが、あまり高い濾過圧力
(濾層厚が小さい)とすると、微細粒子までもが濾布1
4を通過してしまい、却って濁らす原因となるため、前
記濾層厚としては、概ね10〜25cm程度とするのがよ
い。また、濾過圧力で1kg/cm2〜3kg/cm2程度とするの
がよい。
On the other hand, a partition plate 13 having a large number of through holes is fixedly arranged on the outlet side of the treated water in the cylindrical body 12, and the raw water is placed in the filter cloth arrangement space P. When the cylinder 12 is gradually extended in the state where the water is stored, the filter cloths 14, 14 ... Are compressed by using the partition plate 13 as an abutment body, and the raw water is filtered as shown in FIG. Filtered by contact or permeation. In this case, the raw water is continuously supplied according to the extension state of the cylinder 11,
By generating a back pressure on the back surface side of the sliding plate 12, it is possible to prevent the backflow of raw water. The treated water filtered by the filter cloths 14, 14 ... Then passes through the through holes of the partition plate 13 and is guided to the storage tank 9 by the feed passage R 2 on the control valve 8 side. Next, in order to continue the filtration process, the step of accommodating the raw water in the filter cloth disposing space P and the step of compressing the filter cloth 14 are alternately repeated by the reciprocating motion of the sliding body 12 by the cylinder 11. By this repeated operation, the raw water filtering process is performed batchwise. A plurality of filtering devices 1 are provided according to the processing capacity. Here, the amount of movement of the slide body 12 by the cylinder 11, that is, the slide body 1
Distance between 2 and partition plate 13 (hereinafter referred to as filter layer thickness)
Although the filtration pressure is adjusted by the filter cloth, if the filtration pressure is too high (the filter layer thickness is small), even fine particles can be filtered by the filter cloth 1.
It is preferable that the thickness of the filter layer is approximately 10 to 25 cm because it will pass through No. 4 and cause turbidity. Further, it is preferable to 1kg / cm 2 ~3kg / cm 2 approximately in filtration pressure.

【0019】また、所定時間の濾過処理を行った後の濾
布14、14…の目詰まり防止のための逆洗は、以下の
要領により行う。先ず、シリンダー11を収縮させて濾
布14、14…を伸ばし(図1に示す状態)、かつ制御
弁5および制御弁8を閉とし、制御弁6および制御弁7
を開とした状態で、三方弁4を送給路R3 側に切り換え
る。すると、原水が筒体10の排出側から流入し、濾布
14の目に詰まっている各微細固形分を除去し、水流と
ともに循環路R4 を経て貯留槽9に導かれる。ここで、
逆洗時の圧力は、概ね0.5kg/cm2〜1kg/cm2程度とす
るのがよい。
The backwashing for preventing clogging of the filter cloths 14, 14 ... After performing the filtering process for a predetermined time is performed as follows. First, the cylinder 11 is contracted to extend the filter cloths 14, 14 ... (The state shown in FIG. 1), the control valve 5 and the control valve 8 are closed, and the control valve 6 and the control valve 7 are closed.
With the valve open, the three-way valve 4 is switched to the feeding path R 3 side. Then, the raw water flows in from the discharge side of the tubular body 10, removes each fine solid content clogged in the filter cloth 14, and is guided to the storage tank 9 through the circulation path R 4 together with the water flow. here,
Pressure during backwash is preferably set to approximately 0.5kg / cm 2 ~1kg / cm 2 approximately.

【0020】以上、本発明に係る濾過装置について詳述
したが、次に、本濾過装置によって実際に汚染された原
水を処理し、その濾過性能について検証を行った結果に
ついて述べる。
The filtering device according to the present invention has been described above in detail. Next, the result of processing raw water actually contaminated by the filtering device and verifying its filtering performance will be described.

【0021】(実験例1)濾布14の素材として綿布を
使用し、濾層厚を変化させて計2回の実験を行った。濾
過時間は45分とし、その後に逆洗を10分間行った。
本実験において使用した濾布14の仕様は表1に示すと
おりである。ここで、濾過時の充填密度は、濾布の総延
長/(筒体の断面積×濾層厚)により求められる。ま
た、濾過装置1に供給した原水の水質は表2に示すとお
りである。
(Experimental Example 1) A cotton cloth was used as the material of the filter cloth 14, and the experiment was conducted twice in total while changing the filter layer thickness. Filtration time was 45 minutes, followed by backwashing for 10 minutes.
The specifications of the filter cloth 14 used in this experiment are as shown in Table 1. Here, the packing density at the time of filtration is determined by the total length of the filter cloth / (the cross-sectional area of the cylinder × the filter layer thickness). The water quality of the raw water supplied to the filtration device 1 is as shown in Table 2.

【0022】[0022]

【表1】 [Table 1]

【0023】[0023]

【表2】 [Table 2]

【0024】以下、表3〜表5に前記試験の結果を示
す。表3は第1回濾過試験の透視度、流量および差圧を
示し、表4は第2回濾過試験の透視度、流量および差圧
を示したものである。また、表5は第1回および第2回
の処理水の水質状態を示したものである。
The results of the above tests are shown in Tables 3 to 5 below. Table 3 shows the transparency, flow rate and pressure difference of the first filtration test, and Table 4 shows the transparency, flow rate and pressure difference of the second filtration test. Table 5 shows the water quality of the treated water in the first and second treatments.

【0025】[0025]

【表3】 [Table 3]

【0026】[0026]

【表4】 [Table 4]

【0027】[0027]

【表5】 [Table 5]

【0028】実験結果を総括すると、第1回の場合は、
表3より、10分経過後に透視度100cmと予想以上の
効果を得ることができた。しかし、流量は透視度の向上
に伴って低下する結果となった。また、第2回の場合
は、表4より、濾層厚を220mmとしたため、濾過圧力
が不十分となって、透視度はほぼ19cm程度となってし
まった。しかし、流量は第1回の結果と比較しても格段
に高い値を示している。
To summarize the experimental results, in the first case,
From Table 3, after 10 minutes, the transparency was 100 cm, which was more than expected. However, the flow rate decreased as the transparency increased. Further, in the case of the second time, from Table 4, since the filtration layer thickness was 220 mm, the filtration pressure became insufficient and the transparency became about 19 cm. However, the flow rate is much higher than that of the first result.

【0029】したがって、実際の適用に当たっては、十
分な予備試験を行い、透視度と流量との両者が所望のレ
ベル以上になるように、濾層厚を設定することが望まし
い。
Therefore, in actual application, it is desirable to perform a sufficient preliminary test and set the filter layer thickness so that both the transparency and the flow rate are equal to or higher than desired levels.

【0030】一方、不純物等の除去率をみると、原水
と、第1回の処理水または第2回の処理水とを比較して
も判るように、各項目の除去率の範囲が概ね61〜98
%となっており、十分に当初の目的を達成し得るもので
あることが判明される。
On the other hand, looking at the removal rate of impurities and the like, as can be seen by comparing the raw water with the first treated water or the second treated water, the removal rate range of each item is about 61. ~ 98
%, Which proves to be sufficient to achieve the original purpose.

【0031】(実験例2)次いで、濾過用濾布14の素
材として、化学繊維の1例たるアクリルの平織布を使用
し、かつ濾過層厚を200mmとし、濾過実験を行った。
原水の水質状態および濾過後の処理水の水質状態を表6
に示す。
(Experimental Example 2) Next, an acrylic plain weave cloth, which is an example of a chemical fiber, was used as the material of the filter cloth 14 for filtration, and the filtration layer thickness was set to 200 mm to carry out a filtration experiment.
Table 6 shows the water quality of raw water and the water quality of treated water after filtration.
Shown in.

【0032】[0032]

【表6】 [Table 6]

【0033】表6より、各項目の除去率の範囲が概ね6
7〜98%となり、ほぼ満足の行く結果が得られた。ま
た、透視度は50cmと良好な結果を示し、流量について
は、実験例1とは比較にならないほど高い数値が得られ
た。
From Table 6, the range of the removal rate of each item is approximately 6
It was 7 to 98%, and almost satisfactory results were obtained. In addition, the transparency was 50 cm, which was a good result, and the flow rate was as high as that of Experimental Example 1.

【0034】[0034]

【発明の効果】以上詳説のとおり、本発明によれば、装
置的にも小型となり、簡単な操作で大量の原水を処理で
きるようになる。また、各不純物類も効果的に除去され
る。
As described above in detail, according to the present invention, the apparatus is downsized and a large amount of raw water can be treated by a simple operation. Moreover, each impurity is also effectively removed.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る濾過装置を用いた濾過システムの
概略図である。
FIG. 1 is a schematic diagram of a filtration system using a filtration device according to the present invention.

【図2】本発明に係る濾過装置の縦断面図である。FIG. 2 is a vertical sectional view of a filtration device according to the present invention.

【図3】濾過装置の濾過時の状態図である。FIG. 3 is a state diagram during filtration of the filtration device.

【図4】濾布の取付部拡大詳細図である。FIG. 4 is an enlarged detailed view of the attachment portion of the filter cloth.

【符号の説明】 1…濾過装置、2…原水受槽、4…三方弁、5〜8…制
御弁、9…貯留槽、10…筒体、11…シリンダー、1
2…摺動体、13…仕切り板、14…濾布
[Explanation of Codes] 1 ... Filtration device, 2 ... Raw water receiving tank, 4 ... Three-way valve, 5-8 ... Control valve, 9 ... Storage tank, 10 ... Cylindrical body, 11 ... Cylinder, 1
2 ... Sliding body, 13 ... Partition plate, 14 ... Filter cloth

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 B30B 9/06 G B01D 29/04 510 E 520 Z 530 D 29/38 510 C 530 B (71)出願人 391005020 株式会社資源生物研究所 東京都練馬区大泉町1丁目12番9号 (71)出願人 594076050 日本建鉄株式会社 東京都千代田区大手町2丁目6番2号 (72)発明者 田島 正八 千葉県柏市松葉町5丁目1番20ー403 (72)発明者 稲田 郷 島根県能義郡伯太町母里273 (72)発明者 佐藤 宏明 東京都葛飾区堀切5丁目47番6号 (72)発明者 小倉 啓三 東京都文京区後楽1丁目2番7号 三信建 設工業株式会社内 (72)発明者 長谷川 森十 東京都練馬区大泉町1丁目12番9号 (72)発明者 森 一晴 千葉県船橋市山手1丁目1番1号─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location B30B 9/06 G B01D 29/04 510 E 520 Z 530 D 29/38 510 C 530 B (71) Applicant 391005020 Institute for Natural Resources and Biology Co., Ltd. 1-12-9 Oizumi-cho, Nerima-ku, Tokyo (71) Applicant 594076050 Nippon Kentetsu Co., Ltd. 2-62-2 Otemachi, Chiyoda-ku, Tokyo (72) Inventor Tajima Shohachi 5-chome, Matsuba-cho, Kashiwa-shi, Chiba Prefecture 20-403 (72) Inventor Ina Town 273 Mari, Hakuta-cho, Nogi-gun, Shimane Prefecture (72) Hiroaki Sato 5-47-6 Horikiri, Katsushika-ku, Tokyo (72) ) Keizo Ogura 1-2-7 Koraku, Bunkyo-ku, Tokyo Within Sanshin Construction Co., Ltd. (72) Inventor Moriju Hasegawa 1-12-9 Oizumi-cho, Nerima-ku, Tokyo (72) Inventor Ichihare Funabashi, Chiba Prefecture Yamate 1 chome No. 1

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】一方端側に原水の流入口を備えるととも
に、他端側に処理水の排出口を備えた筒体内に、往復動
の制御駆動手段により筒体の長手軸方向に移動自在とさ
れかつ多数の通孔が形成された摺動体を備えるととも
に、この摺動体の処理水排出面側に該摺動体の通孔より
流入する原水を濾過するための濾布を多数備えたことを
特徴とする濾過装置。
1. A cylinder having a raw water inlet on one end and a treated water outlet on the other end is movable in the longitudinal axis direction of the cylinder by a reciprocating control drive means. And a plurality of through holes are formed, and a plurality of filter cloths for filtering raw water flowing in through the through holes of the slide body are provided on the treated water discharge surface side of the slide body. And a filtration device.
【請求項2】前記濾布が短冊状または袋状である請求項
1記載の濾過装置。
2. The filtration device according to claim 1, wherein the filter cloth has a strip shape or a bag shape.
【請求項3】筒体内の処理水排出端側に、多数の通孔が
形成された仕切り板を備えた請求項1、2記載の濾過装
置。
3. The filtration device according to claim 1, further comprising a partition plate having a large number of through holes formed on the treated water discharge end side in the cylinder.
【請求項4】筒体の処理水の排出端側に逆洗時の洗浄水
流入口を備えるとともに、被処理水の流入端側に逆洗時
の洗浄水排出口を備えた請求項1〜3記載の濾過装置。
4. The wash water inlet for backwashing is provided on the treated water discharge end side of the cylindrical body, and the washwater discharge port for backwashing is provided on the treated water inflow end side. The described filtering device.
【請求項5】前記濾布が天然繊維または化学繊維による
平織布である請求項1〜4記載の濾過装置。
5. The filter device according to claim 1, wherein the filter cloth is a plain woven cloth made of natural fibers or chemical fibers.
JP6095282A 1994-05-09 1994-05-09 Filter apparatus Pending JPH07299309A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6095282A JPH07299309A (en) 1994-05-09 1994-05-09 Filter apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6095282A JPH07299309A (en) 1994-05-09 1994-05-09 Filter apparatus

Publications (1)

Publication Number Publication Date
JPH07299309A true JPH07299309A (en) 1995-11-14

Family

ID=14133426

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6095282A Pending JPH07299309A (en) 1994-05-09 1994-05-09 Filter apparatus

Country Status (1)

Country Link
JP (1) JPH07299309A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003053113A (en) * 2001-08-16 2003-02-25 Nippon Rensui Co Ltd Method for operating apparatus for removing turbid component
JP2008043916A (en) * 2006-08-21 2008-02-28 Nippon Rensui Co Ltd Continuous operating method of long fiber filter
CN111760341A (en) * 2020-07-22 2020-10-13 山东东方纪元环保科技有限公司 Extrusion type fiber filter and backwashing method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003053113A (en) * 2001-08-16 2003-02-25 Nippon Rensui Co Ltd Method for operating apparatus for removing turbid component
JP4649798B2 (en) * 2001-08-16 2011-03-16 日本錬水株式会社 Operation method of turbidity removal device
JP2008043916A (en) * 2006-08-21 2008-02-28 Nippon Rensui Co Ltd Continuous operating method of long fiber filter
JP4650373B2 (en) * 2006-08-21 2011-03-16 日本錬水株式会社 Continuous operation method of long fiber filter
CN111760341A (en) * 2020-07-22 2020-10-13 山东东方纪元环保科技有限公司 Extrusion type fiber filter and backwashing method thereof

Similar Documents

Publication Publication Date Title
EP1683764A1 (en) Waste water treatment system by superconductive magentic separation
JP2006297376A (en) Method for cleaning separation membrane
JP7022278B2 (en) Osmotic dehydration method and osmotic dehydration system of filter press
US20120055858A1 (en) Tertiary wastewater filtration using inclined filter media and internal reverse flow backwashing of filter disks
JPH07299309A (en) Filter apparatus
CN113905990A (en) Membrane separation activated sludge system and membrane cleaning device
CN206318804U (en) A kind of cross flow tube type micro-filtration Waste Water Treatment
GB1601380A (en) Process and apparatus for purification of effluents
JP2005143379A (en) Method and apparatus for recovering microorganism
JP4454922B2 (en) Control method of filtration apparatus using hollow fiber type separation membrane
JP3356928B2 (en) Operating method of water treatment equipment using immersion type membrane filtration device
JP4714367B2 (en) Membrane filtration method
JPH07116418A (en) Water area purifying apparatus and method
JP3429111B2 (en) Solid-liquid separation device
CN215288070U (en) Filter element, filter, filtering system and cleaning system
RU59997U1 (en) WATER TREATMENT UNIT
CN209322669U (en) A kind of Sewage Reuse System
JP2001252536A (en) Method for cleaning filter membrane and apparatus for filtering seawater using the same
KR100430034B1 (en) Waste water treatment system
CN115321709B (en) Dyeing and finishing sewage circulation treatment system and multistage pond
AT360443B (en) METHOD AND DEVICE FOR PURIFYING POLLUTED WATER
KR20040033932A (en) sewage disposal system
JP2002210500A (en) Apparatus and method for flocculating and dehydrating solid-liquid mixture
KR0142996B1 (en) Filtration treatment of wastewater capable of backwashing and apparatus used therefor
JPH0847698A (en) Water purifying method and device