JP2003190712A - Turbidity substance removing apparatus - Google Patents

Turbidity substance removing apparatus

Info

Publication number
JP2003190712A
JP2003190712A JP2001399102A JP2001399102A JP2003190712A JP 2003190712 A JP2003190712 A JP 2003190712A JP 2001399102 A JP2001399102 A JP 2001399102A JP 2001399102 A JP2001399102 A JP 2001399102A JP 2003190712 A JP2003190712 A JP 2003190712A
Authority
JP
Japan
Prior art keywords
turbidity
tower
filter media
suspended
raw water
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.)
Withdrawn
Application number
JP2001399102A
Other languages
Japanese (ja)
Inventor
Yoshiichi Nakagawa
芳一 中川
Fujio Koide
富士夫 小出
Hiroyasu Ochi
浩泰 越智
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.)
Nippon Rensui Co
Original Assignee
Nippon Rensui Co
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 Nippon Rensui Co filed Critical Nippon Rensui Co
Priority to JP2001399102A priority Critical patent/JP2003190712A/en
Publication of JP2003190712A publication Critical patent/JP2003190712A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Filtration Of Liquid (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a turbidity substance removing apparatus (A) constituted so that a plurality of filter media (4) each comprising a core and a turbidity substance capturing material provided to the periphery of a core string in a projecting state are fixed between the supports (2) and (3) arranged up and down in a column (1) in a suspended state by the hanging strings (7) and (8) provided to both ends of the filter media so that the filter media are pressed to one support at the time of passage of raw water to be brought to a dense state and released from the dense state at the time of passage of washing water to form a coarse state and improved so as to achieve the extension of a water passing time. <P>SOLUTION: Opening parts (91) are provided between a plurality of the filter media (4) within a range wherein the turbidity capturing material is present at the time of passage of raw water and the opening part (92) of the base ends thereof is provided with turbidity substance concentrated liquid extraction pipes (9) communicating with the outside of the column (1) in the same direction as the filter media (4). <P>COPYRIGHT: (C)2003,JPO

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は濁質除去装置に関す
る。
TECHNICAL FIELD The present invention relates to a suspended matter removing apparatus.

【0002】[0002]

【従来の技術】原水中の浮遊固体(濁質)の除去装置と
して、例えば、塔内部の上下に配置された支持体間に芯
紐および当該芯紐の周側に突設された濁質捕捉材から成
る複数の濾材が当該濾材の両端部の吊り紐によって原水
通水時には一方の支持体に押圧されて密状態を形成し且
つ洗浄水通水時には密状態を解除して粗状態を形成し得
る様に懸垂状態で固定されて成る濁質除去装置が有効で
ある。
2. Description of the Related Art As a device for removing suspended solids (turbidity) in raw water, for example, a core string between support bodies arranged above and below the inside of a tower and a suspended matter trapped on the circumferential side of the core string are trapped. A plurality of filter media made of a filter material are pressed against one of the supports when the raw water is passed by the hanging strings at both ends of the filter media to form a dense state, and when the wash water is passed, the dense state is released to form a rough state. A suspended matter removing device which is fixed in a suspended state so as to obtain is effective.

【0003】しかしながら、上記の濁質除去装置の場
合、特に高濁度原水を通水した際、通水時間が短く、処
理水回収率が低いという欠点があり、斯かる欠点を解消
するためには、装置の大型化が必要である。
However, in the case of the above turbidity removing device, there are drawbacks that the water passage time is short and the treated water recovery rate is low, especially when high turbidity raw water is passed, and in order to solve such a drawback. Requires a larger device.

【0004】[0004]

【発明が解決しようとする課題】本発明は、上記実情に
鑑みなされたものであり、その目的は、塔内部の上下に
配置された支持体間に芯紐および当該芯紐の周側に突設
された濁質捕捉材から成る複数の濾材が当該濾材の両端
部の吊り紐によって原水通水時には一方の支持体に押圧
されて密状態を形成し且つ洗浄水通水時には密状態を解
除して粗状態を形成し得る様に懸垂状態で固定されて成
る濁質除去装置であって、通水時間の延長が図られる様
に改良された濁質除去装置を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a core cord and a circumferential side of the core cord between supports arranged above and below the inside of a tower. A plurality of filter media made of suspended matter trapping material are pressed by one of the supports when the raw water is passed by the hanging strings at both ends of the filter media to form a dense state, and when the wash water is passed, the dense state is released. It is an object of the present invention to provide a turbidity removing device which is fixed in a suspended state so that a rough state can be formed, and which is improved so that the water passage time can be extended.

【0005】[0005]

【課題を解決するための手段】すなわち、本発明の要旨
は、上記の濁質除去装置において、複数の濾材の間に
は、原水通水時において濁質捕捉材が存在することとな
る範囲に開口部が設けられ且つその基端の開口部が塔の
外部に導通する濁質濃縮液抜出しパイプを濾材と同一方
向に配置したことを特徴とする濁質除去装置に存する。
That is, the gist of the present invention lies in a range in which the turbidity trapping material is present between a plurality of filter media in the above-mentioned turbidity removing device during raw water passage. A turbidity removing apparatus is characterized in that a turbidity concentrate extracting pipe, which is provided with an opening and whose base end opening is connected to the outside of the column, is arranged in the same direction as the filter medium.

【0006】[0006]

【発明の実施の形態】以下、本発明を添付図面に基づい
て詳細に説明する。図1及び図2は、下向流形式で原水
が供給され且つ上向流形式で洗浄水が供給される本発明
の濁質除去装置の好ましい一例の模式的説明図であり、
図3は、図1に示す濁質除去装置のIII−III線に沿った
断面の模式的説明図である。
DETAILED DESCRIPTION OF THE INVENTION The present invention will be described below in detail with reference to the accompanying drawings. 1 and 2 are schematic explanatory views of a preferred example of the turbidity removing apparatus of the present invention in which raw water is supplied in a downward flow format and washing water is supplied in an upward flow format,
FIG. 3 is a schematic explanatory view of a cross section taken along line III-III of the suspended matter removing apparatus shown in FIG.

【0007】図1及び図2に示す濁質除去装置(A)
は、下向流形式で原水が供給され且つ上向流形式で洗浄
水が供給される濁質除去装置である。従って、塔(1)
の頂部にはバルブ付の原水供給配管と洗浄廃水排出配管
とが設けられ、塔(1)の底部にはバルブ付の処理水排
出配管と洗浄水供給配管と空気供給配管とが設けられて
いる。図1及び図2に示す装置においては、原水処理運
転および洗浄運転で使用される配管は共通しており、バ
ルブ操作によって通水方向が変更される。
The suspended matter removing device (A) shown in FIGS. 1 and 2.
Is a turbidity removal device in which raw water is supplied in a downward flow format and washing water is supplied in an upward flow format. Therefore, the tower (1)
A raw water supply pipe with a valve and a washing wastewater discharge pipe are provided at the top of the tower, and a treated water discharge pipe with a valve, a wash water supply pipe, and an air supply pipe are provided at the bottom of the tower (1). . In the apparatus shown in FIGS. 1 and 2, the pipes used in the raw water treatment operation and the cleaning operation are common, and the water flow direction is changed by the valve operation.

【0008】すなわち、図1に示す原水処理運転の場
合、バルブ(61)及び(62)のみが開状態とされ、
濁質を含む原水は、バルブ(61)から配管(51)を
経由して塔(1)内に供給される。この際、濾材(4)
は後述する様に圧密状態を呈し、原水に同伴された濁質
は濾材(4)によって捕捉される。濁質を含まない処理
水は、配管(52)を経由してバルブ(62)から排出
される。
That is, in the case of the raw water treatment operation shown in FIG. 1, only the valves (61) and (62) are opened.
Raw water containing suspended matter is supplied from the valve (61) into the tower (1) via the pipe (51). At this time, the filter medium (4)
Shows a consolidated state as described later, and the suspended matter entrained in the raw water is captured by the filter medium (4). The treated water containing no suspended matter is discharged from the valve (62) via the pipe (52).

【0009】一方、図2に示す洗浄運転の場合、原水処
理運転時に開状態であったバルブ(61)及び(62)
が閉止され、洗浄水は、バルブ(64)から配管(5
2)を経由して塔(1)内に供給される。一方、空気
は、バルブ(63)から配管(53)を経由して塔
(1)内に供給される。濾材(4)は後述する様に圧密
状態を解除し、濾材(4)から濁質が除去される。空気
のバブリング作用により、濾材(4)が振動させられ、
濾材(4)に付着した濁質の剥離が促進される。濁質を
含む洗浄水は、配管(51)を経由してバルブ(65)
から排出される。
On the other hand, in the case of the washing operation shown in FIG. 2, the valves (61) and (62) which were in the open state during the raw water treatment operation were used.
Is closed, and washing water is supplied from the valve (64) to the pipe (5
It is fed into the tower (1) via 2). On the other hand, air is supplied from the valve (63) into the tower (1) via the pipe (53). The filter medium (4) is released from the compacted state as described later, and suspended matter is removed from the filter medium (4). The bubbling action of air causes the filter medium (4) to vibrate,
Peeling of suspended matter adhering to the filter medium (4) is promoted. The washing water containing suspended matter passes through the pipe (51) and the valve (65).
Emitted from.

【0010】塔(1)内部には上部支持体(2)と下部
支持体(3)とが配置され、上部支持体(2)と下部支
持体(3)との間には複数の濾材(4)が当該濾材の端
部の上部吊り紐(7)と下部吊り紐(8)とによって懸
垂状態で固定されている。
An upper support (2) and a lower support (3) are disposed inside the tower (1), and a plurality of filter media (2) are provided between the upper support (2) and the lower support (3). 4) is fixed in a suspended state by the upper hanging string (7) and the lower hanging string (8) at the end of the filter medium.

【0011】上部支持体(2)及び下部支持体(3)の
構造は、通水を妨げず且つ吊り紐(7)及び(8)によ
って濾材(4)を固定し得る構造である限り、特に制限
されず、例えば、格子構造、目皿構造、編目構造などを
適宜採用し得る。
The structure of the upper support (2) and the lower support (3) is not particularly limited so long as it does not impede the passage of water and the filter media (4) can be fixed by the hanging strings (7) and (8). There is no limitation, and for example, a lattice structure, a perforated structure, a stitch structure, or the like can be appropriately adopted.

【0012】濾材(4)は、芯紐および当該芯紐の周側
に突設された濁質捕捉材から成る。濾材(4)の芯紐な
らびに上部吊り紐(7)及び下部吊り紐(8)は流水方
向に沿って屈曲変形可能に構成される。斯かる構成は、
素材の種類、形態、太さ等の選択によって達成される。
The filter medium (4) is composed of a core cord and a turbidity trapping material protruding from the peripheral side of the core cord. The core string of the filter medium (4) and the upper hanging string (7) and the lower hanging string (8) are configured to be bendable and deformable along the flowing direction. Such a configuration is
This is achieved by selecting the type, shape and thickness of the material.

【0013】上記の各要素は、通常、ポリエステル、ナ
イロン、ポリ塩化ビニリデン等の合成樹脂素材にて構成
される。また、上記の各紐は、組み、撚り、編み、織
り、束ね、くけ又は裁断の各加工で得られた各種の紐の
他、十分な強度を有する限り、単糸(モノフィラメン
ト)も使用することが出来る。また、濾材(4)の濁質
捕捉材の形状は、通常フィルム小片または糸状とされ
る。濾材(4)の一例としては、撚り加工された芯紐の
周側に無数の糸状濁質捕捉材を放射状に突設した濾材が
挙げられる。斯かる濾材は、特開平8−299707号
に記載されて公知である。なお、濾材(4)の芯紐が長
く濁質捕捉材の突設範囲の両端から突出している場合
は、両端突出部の芯紐を上部吊り紐(7)及び下部吊り
紐(8)として使用することが出来る。
Each of the above elements is usually made of a synthetic resin material such as polyester, nylon or polyvinylidene chloride. Further, as each of the above-mentioned cords, in addition to various cords obtained by braiding, twisting, knitting, weaving, bundling, combing or cutting, single yarn (monofilament) may be used as long as it has sufficient strength. Can be done. The shape of the suspended matter capturing material of the filter medium (4) is usually a film piece or a thread. An example of the filter material (4) is a filter material in which a myriad of thread-like turbidity trapping materials are radially provided on the circumferential side of a twisted core string. Such a filter medium is described in JP-A-8-299707 and is publicly known. When the core cord of the filter medium (4) is long and protrudes from both ends of the protruding range of the suspended matter trapping material, the core cords of both end protruding portions are used as the upper suspension cord (7) and the lower suspension cord (8). You can do it.

【0014】濁質除去装置(A)において、上部支持体
(2)と下部支持体(3)との間の距離(LA)、濾材
(4)の長さ(LB)、上部吊り紐(7)の長さ(Lb
1)、下部吊り紐(8)の長さ(Lb2)が以下に規定
する式(1)〜(3)を満足する。
In the suspended matter removing device (A), the distance (LA) between the upper support (2) and the lower support (3), the length (LB) of the filter medium (4), and the upper hanging string (7). ) Length (Lb
1), the length (Lb2) of the lower hanging string (8) satisfies the formulas (1) to (3) defined below.

【0015】[0015]

【数2】 (Lb1+LB+Lb2)<LA (1) LA<LB (2) (LB+Lb2)<LA<(LB+Lb1) (3)[Equation 2] (Lb1 + LB + Lb2) <LA (1) LA <LB (2) (LB + Lb2) <LA <(LB + Lb1) (3)

【0016】すなわち、濁質除去装置(A)において、
式(1)に示す様に、濾材(4)と上部支持体(2)と
下部支持体(3)の合計長さ(Lb1+LB+Lb2)
は、上部支持体(2)と下部支持体(3)との間の距離
(LA)より長い。従って、上記の各要素の何れかは塔
(1)内に弛んだ状態で存在する。
That is, in the suspended matter removing device (A),
As shown in the formula (1), the total length (Lb1 + LB + Lb2) of the filter medium (4), the upper support (2) and the lower support (3).
Is longer than the distance (LA) between the upper support (2) and the lower support (3). Therefore, any one of the above elements exists in the tower (1) in a loose state.

【0017】また、式(2)に示す様に、上部支持体
(2)と下部支持体(3)との間の距離(LA)は、濾
材(4)の長さ(LB)より長い。従って、上部支持体
(2)と下部支持体(3)との間には流水方向に沿って
濾材(4)が存在しない領域が形成されている。換言れ
ば、流水方向に沿って濾材(4)の可動範囲が形成され
ている。なお、図1及び図2の模式的説明図では濾材
(4)同士の間に隙間が存在しているが、実際は濾材
(4)同士の間に隙間はなく、複数の濾材(4)は密状
態となる様に懸垂され、従って、複数の濾材(4)の全
体は、流水方向(上下方向)に沿ってのみ移動する。
Further, as shown in the formula (2), the distance (LA) between the upper support (2) and the lower support (3) is longer than the length (LB) of the filter medium (4). Therefore, a region where the filter medium (4) does not exist is formed between the upper support (2) and the lower support (3) along the flowing water direction. In other words, the movable range of the filter medium (4) is formed along the flowing direction. Although there are gaps between the filter media (4) in the schematic illustrations of FIGS. 1 and 2, there are actually no gaps between the filter media (4), and the plurality of filter media (4) are dense. The filter media (4) are suspended so as to be in a state so that the whole of the plurality of filter media (4) moves only along the flowing direction (vertical direction).

【0018】更に、式(3)に示す様に、濾材(4)と
上部吊り紐(7)との合計長さ(LB+Lb1)は、濾
材(4)と下部吊り紐(8)との合計長さ(LB+Lb
2)より長い。従って、下向流形式で原水が供給される
原水処理運転時においては、図1に示す様に、濾材
(4)は下部支持体(3)に当接して下部吊り紐(8)
と共に塔底部近傍で圧密され、上向流形式で洗浄水が供
給される洗浄運転時においては、図2に示す様に、濾材
(4)は上部支持体(2)に当接せずに下部吊り紐
(8)と共に塔内の上方に伸長した状態となる。
Further, as shown in the formula (3), the total length (LB + Lb1) of the filter medium (4) and the upper suspension cord (7) is equal to the total length of the filter medium (4) and the lower suspension cord (8). Sa (LB + Lb
2) longer. Therefore, during the raw water treatment operation in which the raw water is supplied in the downward flow type, as shown in FIG. 1, the filter medium (4) contacts the lower support (3) and the lower suspension cord (8).
During the cleaning operation in which the cleaning water is supplied in the vicinity of the bottom of the tower and is supplied with the cleaning water in the upward flow mode, the filter medium (4) does not contact the upper support (2) and does not contact the upper support (2) as shown in FIG. The suspension string (8) is extended upward in the tower.

【0019】以上の結果、濁質除去装置(A)において
は、原水処理運転時における濾材の圧密状態と洗浄運転
時における濾材の圧密状態の解除とにより、濾材による
濁質の捕捉と排出とが効率的に行われる。
As a result of the above, in the turbidity removing device (A), turbidity is trapped and discharged by the filter medium by the consolidation state of the filter medium during the raw water treatment operation and the release of the consolidation state of the filter medium during the washing operation. Done efficiently.

【0020】濁質除去装置(A)において、前記の各要
素は以下に規定する式(1’)〜(3’)を満足するの
が好ましい。式(1’)〜(3’)中の各要素の大小関
係の数値は、装置の経済性を考慮して決定された値であ
る。
In the turbidity removing apparatus (A), it is preferable that each of the above-mentioned elements satisfies the following formulas (1 ') to (3'). The numerical value of the magnitude relation of each element in the equations (1 ′) to (3 ′) is a value determined in consideration of the economical efficiency of the device.

【0021】[0021]

【数3】 1.01×LA<(Lb1+LB+Lb2)<2.00×LA (1’) 1.01×LB<LA<1.50×LB (2’) 1.01(LB+Lb2)<LA<1.01(LB+Lb1) (3’)[Equation 3] 1.01 × LA <(Lb1 + LB + Lb2) <2.00 × LA (1 ′) 1.01 x LB <LA <1.50 x LB (2 ') 1.01 (LB + Lb2) <LA <1.01 (LB + Lb1) (3 ')

【0022】濁質除去装置(A)の前記した各要素の寸
法は次の通りである。すなわち、上部支持体(2)と下
部支持体(3)との間の距離(LA)は100〜400
cm、濾材(4)の長さ(LB)は70〜300cm、
上部吊り紐(7)の長さ(Lb1)は10〜250c
m、下部吊り紐(8)の長さ(Lb2)は5〜20c
m、塔(1)の直径は20〜360cmである。
The dimensions of the above-mentioned respective elements of the suspended matter removing device (A) are as follows. That is, the distance (LA) between the upper support (2) and the lower support (3) is 100 to 400.
cm, the length (LB) of the filter medium (4) is 70 to 300 cm,
The length (Lb1) of the upper hanging string (7) is 10 to 250c
m, the length (Lb2) of the lower hanging string (8) is 5 to 20c
m, the diameter of the tower (1) is 20 to 360 cm.

【0023】本発明は、上記の様に構成される濁質除去
装置(A)において、上記の複数の濾材(4)の間に
は、原水通水時において濁質捕捉材が存在することとな
る範囲に開口部(91)が設けられ且つその基端の開口
部(92)が塔(1)の外部に導通する濁質濃縮液抜出
しパイプ(9)を濾材(4)と同一方向に配置したこと
を特徴とする。
According to the present invention, in the turbidity removing apparatus (A) configured as described above, a turbidity trapping material is present between the plurality of filter media (4) during the passage of raw water. The suspension concentrated liquid withdrawing pipe (9) having an opening (91) provided in the range and the opening (92) at the base end of the pipe is conducted in the same direction as the filter medium (4). It is characterized by having done.

【0024】図1及び図2に示す本発明の好ましい態様
の濁質除去装置(A)の場合、開口部(91)が設けら
れる範囲は、上部支持体(2)から上記の(LB+Lb
1−LA)の長さの位置(P)の±10%の相当範囲で
ある。そして、位置(P)は、図1に示す様に、下部支
持体(3)に当接し、その一部が塔底部近傍で圧密され
た濾材(4)の当該圧密部の基端部(圧密部と非圧密部
との境)の位置に相当する。上記の圧密部の基端部は、
言わば、濾材(4)によってケーク濾過と深層濾過とが
行なわれる本発明の濁質除去装置におけるケーク濾過表
面に該当する。
In the case of the suspended matter removing apparatus (A) of the preferred embodiment of the present invention shown in FIGS. 1 and 2, the range in which the opening (91) is provided is from the upper support (2) to the above (LB + Lb).
It is the equivalent range of ± 10% of the position (P) of the length of 1-LA). As shown in FIG. 1, the position (P) is in contact with the lower support (3), and a part of the support (3) is consolidated near the bottom of the tower. Corresponding to the position of the boundary between the section and the non-consolidated section). The base end of the above-mentioned consolidated part is
In other words, it corresponds to the cake filtration surface in the suspended matter removing apparatus of the present invention in which cake filtration and depth filtration are performed by the filter medium (4).

【0025】本発明の濁質除去装置において、濁質濃縮
液抜出しパイプ(9)は、図1に示す原水処理運転の
際、塔(1)内において濾材(4)により濁質が濃縮さ
れた原水(濁質濃縮液)の一部を塔(1)の外に抜出す
機能を有する。その結果、濁質除去装置の原水処理運転
の際の負荷(濁質捕捉量)が軽減されて通水時間の延長
が図られる。要するに、濁質濃縮液抜出しパイプ(9)
を備えた本発明の濁質除去装置は、濁質を含まない処理
水を得ると共にその過程において原水を濃縮して濁質濃
縮液となし、その一部を抜出すことによって濁質捕捉量
の軽減を図ったものである。なお、濁質濃縮液抜出しパ
イプ(9)による濁質濃縮液の抜出し機能は塔(1)内
の水圧によって達成される。従って、抜出し量調節のた
めに流量調節バルブは必要であるが、ポンプは必要でな
い。
In the turbidity removing apparatus of the present invention, the turbidity concentrate withdrawal pipe (9) was concentrated by the filter medium (4) in the tower (1) during the raw water treatment operation shown in FIG. It has a function of extracting a part of raw water (turbid concentrate) out of the tower (1). As a result, the load (amount of suspended matter) during the raw water treatment operation of the suspended matter removing device is reduced, and the water passage time is extended. In short, suspended liquid extraction pipe (9)
The turbidity removal apparatus of the present invention equipped with, to obtain treated water that does not contain turbidity and concentrate raw water in the process to form a turbidity concentrated liquid, and to extract a part of the suspended matter It is intended to reduce it. The function of withdrawing the turbid concentrate from the turbid concentrate withdrawal pipe (9) is achieved by the water pressure in the tower (1). Therefore, a flow rate control valve is required to control the amount of withdrawal, but a pump is not required.

【0026】図1及び図2に示す濁質濃縮液抜出しパイ
プ(9)は、その基端および先端が上部支持体(2)お
よび下部支持体(3)に接続され、これら支持体の補強
機能を備えている。そして、濁質濃縮液抜出しパイプ
(9)の前述した位置(P)に相当する箇所の周囲に開
口部(91)として複数の小孔が設けられている。しか
しながら、濁質濃縮液抜出しパイプ(9)は、下部支持
体(3)に接続されている必要はなく、前述した位置
(P)に相当する長さを備えた開放先端型のパイプであ
ってもよい。この場合、パイプの開放先端が上記の開口
部(91)に相当することとなる。
The suspended liquid withdrawing pipe (9) shown in FIGS. 1 and 2 is connected at its proximal end and distal end to the upper support (2) and the lower support (3), and has a reinforcing function for these supports. Is equipped with. Then, a plurality of small holes are provided as openings (91) around the portion corresponding to the above-mentioned position (P) of the suspended liquid concentrate withdrawing pipe (9). However, the suspended liquid withdrawal pipe (9) does not need to be connected to the lower support (3) and is an open-end type pipe having a length corresponding to the position (P) described above. Good. In this case, the open end of the pipe corresponds to the above-mentioned opening (91).

【0027】また、濁質濃縮液抜出しパイプ(9)の数
および配置方法は任意であり、塔(1)の内径や塔内に
懸垂された濾材(4)を勘案して適宜選択される。図3
に示した濁質除去装置の場合、濾材(4)は5個備えら
れ、そのうちの4個は塔(1)に内接して配置され残り
の1個はそれらの中心部に配置されている。そして、濁
質濃縮液抜出しパイプ(9)は、3個の濾材(4)に挟
まれる位置に夫々1個(合計4個)備えられている。
Further, the number and arrangement method of the suspended liquid withdrawing pipes (9) are arbitrary, and are appropriately selected in consideration of the inner diameter of the tower (1) and the filter material (4) suspended in the tower. Figure 3
In the case of the turbidity removing apparatus shown in FIG. 5, five filter media (4) are provided, four of which are arranged inscribed in the column (1) and the other one is arranged in the center thereof. Further, one suspension concentrated liquid extraction pipe (9) is provided (four in total) at a position sandwiched between the three filter media (4).

【0028】図1及び図2に示す複数の濁質濃縮液抜出
しパイプ(9)の基端の開口は、それぞれ合体され1本
の共通パイプを経由して、塔(1)の外部に導通してい
る。具体的には、図3に示した濁質除去装置の場合、共
通パイプは、リング状パイプに直線状のバイプが水平に
接続した構造を備え、リング状パイプに4本の濁質濃縮
液抜出しパイプ(9)が接続される。
The openings at the base ends of the plurality of suspension liquid withdrawing pipes (9) shown in FIGS. 1 and 2 are respectively combined and are conducted to the outside of the tower (1) via one common pipe. ing. Specifically, in the case of the turbidity removing apparatus shown in FIG. 3, the common pipe has a structure in which a straight pipe is horizontally connected to a ring-shaped pipe, and four turbidity concentrate extracting liquids are taken out to the ring-shaped pipe. The pipe (9) is connected.

【0029】濁質除去装置(A)の基本的な各要素が前
記した寸法を備えている場合、濁質濃縮液抜出しパイプ
(9)の内径は、塔(1)の直径(20〜360cm)
の1/10〜1/40の範囲から選択され、濁質濃縮液
抜出しパイプ(9)の周囲に開口部(91)として設け
られる小孔の直径は通常1〜5mmであり、その数は通
常3〜40個である。
When the basic elements of the turbidity removal device (A) have the above-mentioned dimensions, the inner diameter of the turbidity concentrate withdrawal pipe (9) is the diameter of the tower (1) (20 to 360 cm).
1-10 to 1/40 of the range, and the diameter of the small holes provided as the opening (91) around the suspension liquid withdrawing pipe (9) is usually 1 to 5 mm, and the number thereof is usually It is 3 to 40.

【0030】濁質濃縮液抜出しパイプ(9)による濁質
濃縮液の抜出しは原水処理運転の際に行なわれる。濁質
濃縮液の抜出しは、破過現象(濁質の漏れ)が生じる前
の任意の段階で開始することが出来る。しかしながら、
濁質濃縮液の抜出し開始が余りに遅い場合は、濁質捕捉
量を軽減して通水時間の延長を図るという目的が達成さ
れない。従って、濁質濃縮液の抜出しは、少なくとも、
原水中の濁質が2〜20倍に濃縮された範囲において開
始するのがよい。斯かる段階で抜出された濁質濃縮液は
パージされる。そして、濁質濃縮液の抜出し量は、塔
(1)に供給される原水の供給液流量に対し、通常2〜
40%、好ましくは5〜20%である。
Withdrawal of the turbid concentrate from the turbid concentrate withdrawal pipe (9) is performed during the raw water treatment operation. Withdrawal of the suspension concentrate can be started at any stage before a breakthrough phenomenon (leakage of suspension) occurs. However,
When the start of the extraction of the suspended liquid concentrate is too late, the purpose of reducing the amount of suspended solids and extending the water passage time cannot be achieved. Therefore, withdrawal of the suspension concentrate should be at least
It is better to start in the range where the turbidity in the raw water is concentrated 2 to 20 times. The suspended liquid concentrate extracted at this stage is purged. Then, the amount of the suspension concentrate extracted is usually 2 to the flow rate of the raw water supplied to the tower (1).
It is 40%, preferably 5 to 20%.

【0031】また、上記の様な抜出しは原水処理運転の
開始から行なってもよい。この場合、原水中の濁質が上
記の範囲になるまでの間に抜出された液は原水タンクに
リサイクルするのが好ましい。斯かるリサイクルによっ
て水の回収率が高められる。斯かるリサイクル又はパー
ジの切り替えは、図1及び図2に示す様に、濁質濃縮液
抜出しパイプ(9)の基端の開口部(92)に設けられ
た3方弁によって行なうことが出来る。そして、3方弁
の切り替えは、例えば、抜出された液の物性(濁度、濃
度、透過度など)を計測装置(濁度計、濃度計、光度計
など)で測定することにより、自動的に行なうことも出
来る。そして、濁質濃縮液抜出しパイプ(9)から抜出
される液の物性を測定することにより、濁質除去装置に
おける破過現象(濁質の漏れ)を予見することも出来、
濁質除去装置の運転の安定化を図ることが出来る。な
お、原水処理運転の開始から液の抜出しを行なって原水
タンクにリサイクルする場合のリサイクル抜出し量は、
前記と同様、塔(1)に供給される原水の供給液流量に
対し、通常2〜40%、好ましくは5〜20%である。
The extraction as described above may be carried out from the start of the raw water treatment operation. In this case, it is preferable that the liquid extracted until the turbidity in the raw water falls within the above range is recycled to the raw water tank. Such recycling increases the water recovery rate. Such switching of recycling or purging can be performed by a three-way valve provided at the opening (92) at the base end of the suspended liquid for withdrawing suspended solids (9) as shown in FIGS. 1 and 2. Switching of the three-way valve is performed automatically by measuring the physical properties (turbidity, concentration, permeability, etc.) of the extracted liquid with a measuring device (turbidity meter, densitometer, photometer, etc.). You can also do it on a regular basis. Then, by measuring the physical properties of the liquid extracted from the suspension liquid for extracting suspension liquid (9), it is possible to predict a breakthrough phenomenon (leakage of suspension) in the suspension device.
It is possible to stabilize the operation of the suspended matter removing device. In addition, when the liquid is withdrawn from the start of the raw water treatment operation and recycled to the raw water tank, the amount of recycled withdrawal is
Similar to the above, the flow rate of the raw water supplied to the tower (1) is usually 2 to 40%, preferably 5 to 20%.

【0032】図示した本発明の濁質除去装置において、
濁質濃縮液抜出しパイプ(9)の基端の開口部(92)
は、開口部(91)の反対側の基端(塔(1)の上部
側)に設けられているが、開口部(91)側の基端(塔
(1)の下部側)に設けてもよい。また、図示した本発
明の濁質除去装置は、下向流形式で原水が供給され且つ
上向流形式で洗浄水が供給される濁質除去装置である
が、本発明の濁質除去装置は、上向流形式で原水が供給
され且つ下向流形式で洗浄水が供給される濁質除去装置
であってもよい。この場合の濁質除去装置の構基本的構
成は、前記と同じである。すなわち、原水処理運転の態
様は、図1に示す装置の上下が逆になった構成におい
て、底部に位置することとなる配管(51)から原水が
供給される。
In the illustrated suspended matter removing apparatus of the present invention,
Opening (92) at the proximal end of the suspended liquid withdrawing pipe (9)
Is provided at the base end on the opposite side of the opening (91) (upper side of the tower (1)), but at the base end on the opening (91) side (lower side of the tower (1)). Good. Further, the illustrated turbidity removing apparatus of the present invention is a turbidity removing apparatus in which raw water is supplied in a downward flow type and washing water is supplied in an upward flow type, but the turbidity removing apparatus of the present invention is The turbidity removing device may be one in which raw water is supplied in an upward flow type and washing water is supplied in a downward flow type. In this case, the turbidity removing device has the same basic structure as described above. That is, in the raw water treatment operation mode, the raw water is supplied from the pipe (51) located at the bottom of the apparatus shown in FIG.

【0033】[0033]

【発明の効果】以上説明した本発明によれば、塔内部の
上下に配置された支持体間に芯紐および当該芯紐の周側
に突設された濁質捕捉材から成る複数の濾材が当該濾材
の両端部の吊り紐によって原水通水時には一方の支持体
に押圧されて密状態を形成し且つ洗浄水通水時には密状
態を解除して粗状態を形成し得る様に懸垂状態で固定さ
れて成る濁質除去装置であって、通水時間の延長が図ら
れる様に改良された濁質除去装置が提供される。よっ
て、本発明の工業的価値は顕著である。
According to the present invention described above, a plurality of filter media composed of a core cord and a turbidity trapping material projecting on the circumferential side of the core cord are provided between the supports arranged above and below the inside of the tower. It is fixed in a suspended state so that it can be pressed by one of the support bodies to form a dense state when the raw water is passed by the hanging strings at both ends of the filter medium and can be released when the wash water is passed to form a rough state. A turbidity removing device comprising the following: an improved turbidity removing device for extending the water passage time. Therefore, the industrial value of the present invention is remarkable.

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

【図1】本発明の濁質除去装置の好ましい一例の模式的
説明図(原水処理運転の場合)
FIG. 1 is a schematic explanatory view of a preferred example of the suspended matter removing apparatus of the present invention (in the case of raw water treatment operation)

【図2】本発明の濁質除去装置の好ましい一例の模式的
説明図(洗浄運転の場合)
FIG. 2 is a schematic explanatory view of a preferred example of the suspended matter removing apparatus of the present invention (in the case of cleaning operation)

【図3】図1に示す濁質除去装置のIII−III線に沿った
断面の模式的説明図
FIG. 3 is a schematic explanatory view of a cross section taken along line III-III of the suspended matter removing apparatus shown in FIG.

【符号の説明】[Explanation of symbols]

A:濁質除去装置 1:塔 2:上部支持体 3:下部支持体 4:濾材 51〜63:配管 61〜65:バルブ 7:上部吊り紐 8:下部吊り紐 9:濁質濃縮液抜出しパイプ 91:開口部 92:開口部 A: Suspended matter removing device 1: tower 2: Upper support 3: Lower support 4: Filter material 51-63: Piping 61-65: Valve 7: Upper hanging string 8: Lower hanging string 9: Suspended liquid concentrate extraction pipe 91: opening 92: opening

【手続補正書】[Procedure amendment]

【提出日】平成14年3月5日(2002.3.5)[Submission date] March 5, 2002 (2002.3.5)

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】請求項2[Name of item to be corrected] Claim 2

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【数1】LA<(Lb1+LB+Lb2) (1)LB<LA (2) (LB+Lb2)<LA<(LB+Lb1) (3)## EQU1 ## LA <(Lb1 + LB + Lb2) (1) LB <LA (2) (LB + Lb2) <LA <(LB + Lb1) (3)

【手続補正2】[Procedure Amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0015[Name of item to be corrected] 0015

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0015】[0015]

【数2】LA<(Lb1+LB+Lb2) (1)LB<LA (2) (LB+Lb2)<LA<(LB+Lb1) (3)## EQU00002 ## LA <(Lb1 + LB + Lb2) (1) LB <LA (2) (LB + Lb2) <LA <(LB + Lb1) (3)

【手続補正3】[Procedure 3]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0021[Correction target item name] 0021

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0021】[0021]

【数3】 1.01×LA<(Lb1+LB+Lb2)<2.00×LA (1’) 1.01×LB<LA<1.50×LB (2’) 1.01×(LB+Lb2)<LA<1.01×(LB+Lb1) (3’)## EQU00003 ## 1.01 × LA <(Lb1 + LB + Lb2) <2.00 × LA (1 ′) 1.01 × LB <LA <1.50 × LB (2 ′) 1.01 × (LB + Lb2) <LA < 1.01 x (LB + Lb1) (3 ')

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) B01D 29/38 530B 540 (72)発明者 越智 浩泰 神奈川県横浜市青葉区鴨志田町1000番地 日本錬水株式会社研究所内─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 7 Identification code FI theme code (reference) B01D 29/38 530B 540 (72) Inventor Hiroyasu Ochi 1000 Kamoshida-cho, Aoba-ku, Yokohama-shi Kanagawa Japan Renrensui Inside Institute

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 塔内部の上下に配置された支持体間に芯
紐および当該芯紐の周側に突設された濁質捕捉材から成
る複数の濾材が当該濾材の両端部の吊り紐によって原水
通水時には一方の支持体に押圧されて密状態を形成し且
つ洗浄水通水時には密状態を解除して粗状態を形成し得
る様に懸垂状態で固定されて成る濁質除去装置におい
て、上記の複数の濾材の間には、原水通水時において濁
質捕捉材が存在することとなる範囲に開口部が設けられ
且つその基端の開口部が塔の外部に導通する濁質濃縮液
抜出しパイプを濾材と同一方向に配置したことを特徴と
する濁質除去装置。
1. A plurality of filter media composed of a core cord and a suspended matter trapping material projecting on the circumferential side of the core cord between support bodies arranged above and below the inside of the tower are suspended by suspending cords at both ends of the filter media. In a turbidity removing device, which is fixed in a suspended state so as to be pressed into one support to form a dense state when passing raw water and to release a dense state when passing wash water to form a rough state, Between the plurality of filter media, an opening is provided in a range where the suspended solid is present when the raw water is passed, and the suspended concentrated liquid in which the opening at the base end is conducted to the outside of the tower. A suspended matter removing device characterized in that the extraction pipe is arranged in the same direction as the filter medium.
【請求項2】 下向流形式で原水が供給され且つ上向流
形式で洗浄水が供給される濁質除去装置であって、塔
(1)の頂部にはバルブ付の原水供給配管と洗浄廃水排
出配管とが設けられ、塔(1)の底部にはバルブ付の処
理水排出配管と洗浄水供給配管と空気供給配管とが設け
られ、塔内部には上部支持体(2)と下部支持体(3)
とが配置され、上部支持体(2)と下部支持体(3)と
の間には芯紐および当該芯紐の周側に突設された濁質捕
捉材から成る複数の濾材(4)が当該濾材の端部の上部
吊り紐(7)と下部吊り紐(8)とによって懸垂状態で
固定され、濾材(4)の芯紐ならびに上部吊り紐(7)
及び下部吊り紐(8)は流水方向に沿って屈曲変形可能
に構成され、上部支持体(2)と下部支持体(3)との
間の距離(LA)、濾材(4)の長さ(LB)、上部吊
り紐(7)の長さ(Lb1)、下部吊り紐(8)の長さ
(Lb2)の関係が以下に規定する式(1)〜(3)を
満足する濁質除去装置において、上記の複数の濾材
(4)の間には、上部支持体(2)から上記の(LB+
Lb1−LA)の長さの位置の±10%の相当範囲に開
口部(91)が設けられ且つその基端の開口部(92)
が塔(1)の外部に導通する濁質濃縮液抜出しパイプ
(9)を濾材(4)と同一方向に配置した請求項1に記
載の濁質除去装置。 【数1】 (Lb1+LB+Lb2)<LA (1) LA<LB (2) (LB+Lb2)<LA<(LB+Lb1) (3)
2. A turbidity removing device in which raw water is supplied in a downward flow format and washing water is supplied in an upward flow format, and a raw water supply pipe with a valve and a cleaning pipe are provided at the top of the tower (1). A waste water discharge pipe is provided, a treated water discharge pipe with a valve, a wash water supply pipe, and an air supply pipe are provided at the bottom of the tower (1), and an upper support (2) and a lower support are provided inside the tower. Body (3)
Between the upper support (2) and the lower support (3), and a plurality of filter media (4) consisting of a core cord and a suspended matter trapping material projecting from the peripheral side of the core cord. It is fixed in a suspended state by the upper hanging string (7) and the lower hanging string (8) at the end of the filter medium, and the core string of the filter medium (4) and the upper hanging string (7).
The lower suspension string (8) is configured to be bendable and deformable along the flowing direction, and the distance (LA) between the upper support (2) and the lower support (3) and the length of the filter medium (4) ( LB), the length (Lb1) of the upper hanging string (7), and the length (Lb2) of the lower hanging string (8) satisfy the formulas (1) to (3) defined below. In the space between the plurality of filter media (4), the upper support (2) to the (LB +
The opening (91) is provided in a range corresponding to ± 10% of the length position of (Lb1-LA) and the opening (92) at the base end thereof.
The turbidity removal device according to claim 1, wherein a turbidity concentrate withdrawing pipe (9) communicating with the outside of the tower (1) is arranged in the same direction as the filter medium (4). ## EQU1 ## (Lb1 + LB + Lb2) <LA (1) LA <LB (2) (LB + Lb2) <LA <(LB + Lb1) (3)
JP2001399102A 2001-12-28 2001-12-28 Turbidity substance removing apparatus Withdrawn JP2003190712A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001399102A JP2003190712A (en) 2001-12-28 2001-12-28 Turbidity substance removing apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001399102A JP2003190712A (en) 2001-12-28 2001-12-28 Turbidity substance removing apparatus

Publications (1)

Publication Number Publication Date
JP2003190712A true JP2003190712A (en) 2003-07-08

Family

ID=27604266

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001399102A Withdrawn JP2003190712A (en) 2001-12-28 2001-12-28 Turbidity substance removing apparatus

Country Status (1)

Country Link
JP (1) JP2003190712A (en)

Similar Documents

Publication Publication Date Title
JPH11179114A (en) Filter comprising variable filter layer
JP2003190712A (en) Turbidity substance removing apparatus
JPH0217908A (en) Method for washing solid-liquid separation apparatus
JP4649791B2 (en) Filtration device
JP2003024718A (en) Operation method of turbid substance removal apparatus
JP2003024716A (en) Turbid substance removal apparatus
JP4649798B2 (en) Operation method of turbidity removal device
JP2003038913A (en) Suspended matter removing apparatus
JP4650373B2 (en) Continuous operation method of long fiber filter
JP2003038912A (en) Suspended matter removing apparatus and operation method therefor
JP2003265907A (en) Filament-used filtration apparatus
JP2007301453A (en) Method for purifying brine
JPH08206656A (en) Washing waste water treatment device of membrane filter apparatus
JP4649799B2 (en) Operation method of turbidity removal device
JP2000005517A (en) Washing method of long filament filter
JP2003038911A (en) Suspended matter removing apparatus and operation method therefor
JP2002336609A (en) Thickening type waste water cleaning equipment using filter cloth and waste water cleaning method
KR100951124B1 (en) Apparatus for filtering using the fiber and filtration filter
SE519369C2 (en) Ways to clean a filter rod for filtering a particle-containing liquid and filter device
JP2002239308A (en) Filter apparatus using floating filter medium and water treatment method
KR101345261B1 (en) Filtering apparatus without back wash
JP5345512B2 (en) Long fiber filtration device backwash method and long fiber filtration device
JP2760358B2 (en) Filtration tower using long fiber bundle
JPH10305204A (en) Cleaning method of fiber filter material
JP2004290773A (en) Filtration apparatus

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20050301