JP3815615B2 - High-speed filtration device using fiber filter media - Google Patents

High-speed filtration device using fiber filter media Download PDF

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Publication number
JP3815615B2
JP3815615B2 JP2002356789A JP2002356789A JP3815615B2 JP 3815615 B2 JP3815615 B2 JP 3815615B2 JP 2002356789 A JP2002356789 A JP 2002356789A JP 2002356789 A JP2002356789 A JP 2002356789A JP 3815615 B2 JP3815615 B2 JP 3815615B2
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Prior art keywords
filtration
filter medium
fiber
fiber filter
tank
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JP2002356789A
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JP2004188265A (en
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謙三 菅谷
学 山下
将温 宮脇
修 山下
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Ishigaki Co Ltd
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Ishigaki Co Ltd
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Priority to JP2002356789A priority Critical patent/JP3815615B2/en
Application filed by Ishigaki Co Ltd filed Critical Ishigaki Co Ltd
Priority to CNU2003201025978U priority patent/CN2698434Y/en
Priority to CNA2003101032730A priority patent/CN1498667A/en
Priority to TW092130841A priority patent/TWI225801B/en
Priority to KR1020030077501A priority patent/KR100606479B1/en
Priority to KR10-2003-0087234A priority patent/KR100529867B1/en
Priority to CNU2003201248798U priority patent/CN2708980Y/en
Priority to CNB2003101182051A priority patent/CN1256164C/en
Priority to TW092134374A priority patent/TWI225802B/en
Publication of JP2004188265A publication Critical patent/JP2004188265A/en
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Description

【0001】
【発明の属する技術分野】
この発明は、浮上性の合成樹脂製繊維ろ材を用いた高速ろ過装置による雨天時未処理下水の改善に関する。
【0002】
【従来の技術】
従来、比重が1.0以下の浮上性ろ材を用いたろ過装置は、ろ過槽内の上部にろ材流失防止用のスクリーンを設け、その下側に浮上性のろ材を装填してろ材層を形成し、原水を上向流で通液してろ過を行ない、ろ材の洗浄の際はろ材層へ洗浄水を供給し、ろ材層の下部より空気を供給してろ材を撹拌・洗浄する方法がよく知られている。特許文献1に記載の発明はその一例である。この発明では廃水中の高濃度SSの除去を行なうために、直径と比重の異なる中空円筒型や球形の浮上性ろ材を用いて、ろ材間の空隙でSSを捕捉する方法である。この発明ではSS濃度600mg/Lの廃水で、ろ過速度50〜250m/日を達成している。また、低濃度廃水のSSを除去する方法として、砂ろ過装置が従来より使用されているが、近年は繊維間の空隙によりSSを捕捉する繊維ろ材を使用したろ過方法が行なわれている。特許文献2及び特許文献3に記載の発明はその一例である。
【0003】
特許文献2の発明では、熱融着性繊維で構成された繊維ろ材を使用しており、SS濃度5mg/Lの低濃度の原水を下向流で通液することにより、ろ過速度900m/日を達成している。又、特許文献3の発明では、融点の異なる2種類の熱融着繊維を混繊した繊維束を熱処理し、表面が羽毛状のままの棒状繊維束成形体を切断したものをろ材として使用しており、活性汚泥処理された排水を原水として、下向流で通水してろ過速度は約800m/日を達成している。前記これらの繊維ろ材はいずれも下水二次処理水のような5〜10mg/Lと比較的低濃度の原水を対象として処理を行なっており、下向流で通水して800〜900m/日の最大ろ過速度を達成しており、砂ろ過処理と比較して3〜4倍の高速ろ過が可能であり、しかも、SS除去率も高くなっている。
【0004】
【特許文献1】
特開2001−219009号公報
【特許文献2】
特開平11−262609号公報
【特許文献3】
特開平11−151405号公報
【0005】
【発明が解決しょうとする課題】
しかしながら、上述した従来のろ過方法では、下水二次処理水のような低濃度の原水には特許文献2及び特許文献3に記載されているように繊維ろ材を使用しており、雨天時下水のような高濃度の原水に対しては特許文献1に記載されているような球状や円筒状をした形状のろ材を使用しており、処理しようとする原水に対して、適正なろ材を選択して使用する必要があった。従って、高濃度原水用のろ材を低濃度原水の処理に用いたり、低濃度原水用のろ材を高濃度原水の処理に使用することはろ過速度が低下したり、処理水の濁度が高くなるという課題がある。一方、古くから下水道が普及した大都市では汚水と雨水を同じ管で流す合流式下水道が多く採用されている。しかし、この合流式下水道では、大雨時に大量の雨水が処理場に流入し、処理場の処理能力を超えた下水は未処理のまま公共水域に放流されており、水質汚染の要因となっていることが社会問題となっている。前記特許文献1に記載の高濃度原水用のろ材で高速処理が可能であれば、上記の雨天時未処理水に使用できるが、晴天時には使用することがなく遊休設備となり、年間の降雨日数もさほど多くないことから年間を通しての有効活用が出来ないという課題もある。
【0006】
【課題を解決するための手段】
本発明は上記の従来技術の課題を解決したものであって、その要旨とするところは、上部にろ材流失防止用のスクリーンを張設した処理槽に浮上性の繊維ろ材を充填してろ材層を形成し、上向流にてろ過処理を行なうろ過槽において、前記ろ過槽を複数に等分割する多孔板製の分割プレートを垂設し、前記ろ材層を形成する繊維ろ材として、発泡性樹脂板を複数の異なる繊維径の合成樹脂繊維を布形化した板状体で挟んで貼り合わせ、比重を0.2〜0.8に調整して裁断したものを使用する繊維ろ材を用いた高速ろ過装置であり、該繊維ろ材は三種類の異なる繊維径の合成樹脂繊維より構成された不織性繊維ろ材であり、第一フィラメントはポリプロピレンの芯にポリエチレンを被覆した熱融着性複合繊維であり繊度が18〜65デニール、第二フィラメントは素材がポリプロピレン繊維であり繊度が3〜10デニール、第三フィラメントはポリプロピレンの芯にポリエチレンを被覆した熱融着性複合繊維であり繊度が1.5〜6デニールの各繊維を混綿したウェッブをニードルパンチング法により布形化し、ウェッブ起毛状態を平滑化することなく加熱処理して板状体とし、発泡性樹脂板を該板状体で挟んで貼り合わせ、厚さが3〜30mm、幅が5〜30mm、長さが5〜30mmの直方形あるいは立方形に裁断したものを使用している。
【0007】
そして、前記ろ過槽の前段に前処理装置を設けており、前処理装置として重力沈殿装置や粗ろ過装置、あるいはスクリーン装置のうちいずれか一つの装置を用いて夾雑物を除去した後、前記ろ過槽でろ過処理を行なうものであって、この前処理装置のうち、粗ろ過装置においては直径が5〜20mmΦ、長さが10〜30mmの樹脂製の浮上性中空円筒充填材を使用し、スクリーン装置においては孔径が1〜10mmΦの多孔板を張設したスクリーンを使用する繊維ろ材を用いた高速ろ過装置である。
【0008】
【発明の実施の形態】
この発明に係る装置は上述のように構成してあり、合流式下水道の終末処理場における最初沈殿地をろ過槽として利用することができる。本発明のろ過装置は単独で設置してもよく、あるいは、既設の最初沈殿地の一部を利用して設置してもよいものである。以下、最初沈殿地をろ過槽として、原水を処理する場合について述べる。コンクリート製のろ過槽を複数の部屋に等分割し、ろ過槽の上部にはろ材流失防止用のスクリーンを張設して、各部屋には同種類の浮上性繊維ろ材を均等量充填してろ材層を形成する。そして、ろ過槽の各部屋を仕切る分割プレートは多孔板を使用しており、該多孔板は水は通過するが、繊維ろ材は通過できない為、各部屋間でのろ材量の変動は無い。本ろ過槽に充填する繊維ろ材は三種類の異なる繊維径の合成樹脂繊維より構成された不織性繊維ろ材であり、第一フィラメントはポリプロピレンの芯にポリエチレンを被覆した熱融着性複合繊維であり繊度が18〜65デニール、第二フィラメントは素材がポリプロピレン繊維であり繊度が3〜10デニール、、第三フィラメントはポリプロピレンの芯にポリエチレンを被覆した熱融着性複合繊維であり繊度が1.5〜6デニールの各繊維を混綿したウェッブをニードルパンチング法により布形化し、ウェッブ起毛状態を平滑化することなく加熱処理して板状体とし、発泡性樹脂板をこの板状体で挟んで貼り合わせ、比重を0.2〜0.8に調整し、厚さが3〜30mm、幅が5〜30mm、長さが5〜30mmの直方形あるいは立方形に裁断したものである。
【0009】
又、雨天時未処理下水のような高濃度で夾雑物を含む原水を処理する場合には、ろ過槽の前段に前処理装置を設置して夾雑物を除去した後、ろ過槽で原水をろ過処理するものである。前記の前処理装置としては最初沈殿池の前半部を沈殿槽とする重力沈殿装置によるもの、あるいは、最初沈殿池の前半部を粗ろ過槽として直径が5〜20mmΦ、長さが10〜30mmの樹脂製の浮上性中空円筒ろ材を前記粗ろ過槽に充填して夾雑物の除去を行なう粗ろ過装置によるもの、又は、最初沈殿池の流入部に孔径が1〜10mmΦの多孔板を張設したスクリーンよって夾雑物を除去するスクリーン装置等がある。尚、前記の前処理装置を使用するのは夾雑物を含む雨天時未処理下水を処理する場合であって、晴天時には低濃度の二次処理水をろ過するので、前処理装置を経由せず、直接ろ過槽に低濃度原水を供給してろ過処理を行なうようにしている。尚、本発明の繊維ろ材を用いた高速ろ過装置では無薬注で処理を行なうため、薬注設備等の機器類が不要となる。
【0010】
ろ過運転を継続することにより、ろ材に目詰まりが発生して処理能力が低下してくれば、ろ材を洗浄・再生する必要がある。ろ材の洗浄時期は圧力損失が設定値になった時、またはタイマーの設定値により検出し、水流と空気とを併用して洗浄を行なう。二次処理水のろ過時には洗浄水は原水をそのまま使用してもよく、二次処理水あるいは合流雨水の場合にはろ過槽上部に保有している処理水をろ材防止用のスクリーンから逆流させて洗浄してもよい。原水又は処理水のいずれかを使用してろ材の洗浄・再生を行なうかは、対象原水等により選択できる。尚、雨天時未処理水のろ過処理終了後は二次処理水を対象としたろ過に切替えるため、切替えを行なう前に二次処理水によりろ材の洗浄を行なったのち原水の切替えを行なうものとする。以下、図面に基づいて本発明の実施例を詳述する。
【0011】
【実施例】
図1はこの発明に係る高速ろ過装置のフロシート図であって、雨天時未処理下水のような夾雑物を含む高濃度の原水はろ過槽1の前段に設置した前処理装置6によって夾雑物を除去した後、原水をろ過槽1の下部に配設した逆U字状の原水供給樋10から均等に供給し、上向流でろ材層3を通過させることにより、原水中の固形物は該ろ材層3で捕捉され、ろ材層3を通過した処理水はろ過槽1の上部から外部に取り出される。図2はろ過槽1の前段に設置した前処理装置6のうち、重力沈殿装置6aを示すものであり、夾雑物を含む高濃度の原水は沈殿槽9に流入し、この沈殿槽9で夾雑物を沈殿除去した後、ろ過槽1の下部からろ過槽1内に供給され、繊維ろ材4で構成されたろ材層3を上向流で通過する。この時、ろ材層3によって原水に含まれる固形物は捕捉され、清澄な処理水となってろ過槽1の上部に流出し、処理水トラフ11からオーバーフローして外部に排出される。
【0012】
図3は前処理装置6のうち、粗ろ過装置6bを示すものであり、夾雑物を含む高濃度の原水は粗ろ過槽12の下部に設けている流入口14から、粗ろ過槽12内に流入する。粗ろ過槽12内に配設している粗ろ過装置6bには、直径が5〜20mmΦ、長さが10〜30mmの樹脂製の浮上性中空円筒充填材7によってろ材層が形成されており、流入口14より流入した原水は前記ろ材層を上昇する。この際、原水中の夾雑物は浮上性中空円筒充填材7によって捕捉され、浮上性中空円筒充填材7流失防止用のスクリーン13を通過して、併設しているろ過槽1内に流入する。ろ過槽1での処理については、前述の重力沈殿装置以降の処理と同様のため、説明を省略する。なお、前記の浮上性中空円筒充填材7は水より少し比重の小さいものを使用しており、中空円筒内に夾雑物が蓄積してくれば、水の比重より重くなり、下方へ沈降するが、ろ材同士の衝突や底部での衝撃によって中空円筒内の夾雑物を剥離して再び上昇し、ろ材層を形成するものである。
【0013】
図4は前処理装置6のうち、スクリーン装置6cを示すものであり、夾雑物を含む高濃度の原水はスクリーン装置6c内に流入し、スクリーン装置6cに配設しているスクリーン8によって原水中の夾雑物が除去された後、ろ過槽1内に流入する。ろ過槽1での処理については、前述の重力沈殿装置以降の処理と同様のため、説明を省略する。図5はスクリーン装置6cの一実施例を示すものであり、円筒回転式の自動スクリーン装置の縦断面図である。原水は孔径が1〜10mmΦのパンチングプレートのような多孔板を張設した円筒状のスクリーン8の内部に流入する。夾雑物等の大きい固形物はスクリーン8の内面に付着し、駆動機19によって回転しているスクレーパ16によって掻き揚げられ、上部まで移動する。そして、上部に配設している洗浄管21より噴出する洗浄水により排水トラフ17内に落下する。排水トラフ17に落下した夾雑物は排出口18から外部に取り出され、スクリーン8を通過した原水は流出口20よりろ過槽1内に流入するものである。スクリーン8を回転させながら、固定した洗浄管21から洗浄水を噴射する方式のため、スクリーン8の洗浄水量は非常に少なくて済む。
【0014】
上記のようなろ過処理を継続してゆけば、繊維ろ材4は夾雑物によって目詰まりを起こし、処理能力が低下してくるため、繊維ろ材4の洗浄・再生を行なう必要がある。洗浄時期はろ過槽1内の圧力上昇やタイマー等で検出し、図1の空気供給管24から空気をろ過槽1内に供給することにより、水流と空気を併用した洗浄を行なう。使用する洗浄水は原水で洗浄することも可能であるが、ろ過槽1上部に保持しているろ過処理水をスクリーン2から逆流させて洗浄することも可能であり、設置条件によりいずれでも選択できるものである。そして、雨天時における下水処理終了後は二次処理水のろ過に切替える前に、二次処理水により再度繊維ろ材4の洗浄を行なった後、原水の切替を行なう。洗浄排水はろ過槽1の下部に配設された洗浄排水集水管22より洗浄排水槽23に集められる。
【0015】
次に、図6により本発明のろ過装置における実施例で使用した繊維ろ材4について詳述する。該繊維ろ材4は発泡性樹脂板4aを合成樹脂繊維を布形化した板状体で挟んで貼り合わせて、厚さが3〜30mm、幅が5〜30mm、長さが5〜30mmの直方体あるいは立方体に裁断したものである。発泡性樹脂板4aの材質としてポリプロピレン、ポリエチレン、ポリエステル等の樹脂に気泡を含ませて発泡シートを成形し、比重を0.1〜0.5程度に調節したものである。そして、前記板状体を構成する繊維ろ材は三種類の異なる繊維径のもので構成されており、第一フィラメント4bはポリプロピレンの芯にポリエチレンを被覆した熱融着性複合繊維であり繊度が18〜65デニール、第二フィラメント4cは素材がポリプロピレン繊維であり繊度が3〜10デニール、第三フィラメント4dはポリプロピレンの芯にポリエチレンを被覆した熱融着性複合繊維であり繊度が1.5〜6デニールの各繊維を混綿したウェッブをニードルパンチング法により布形化し、ウェッブ起毛状態を平滑化することなく加熱処理して板状体としたものであって、見掛け比重は約0.9である。このようにして成形した繊維ろ材4は処理すべき原水性状に合わせて、比重を0.2〜0.8の間で任意に調整が可能である。また、大きい空隙率を有する前記繊維ろ材4を使用することにより、雨天時の未処理下水のような高濃度な原水を1000〜2000m/日と高速処理を行なうことが可能である。
【0016】
【発明の効果】
本発明の高速ろ過装置では、空隙率の大きい浮上性の合成樹脂製繊維ろ材と前処理装置とを組合わせることによって、雨天時の未処理下水のような高濃度な原水も高速で処理することができ、さらに、晴天時の下水二次処理水のような低濃度の原水も処理可能であるため、放流負荷が削減でき、年間を通して設備の有効利用ができる。又、本発明に使用する繊維ろ材はポリプロピレン繊維をベースとして形成しているので、強度が大きく、耐摩耗性に優れており、長期間に渡って安定した水質の処理水が得られる。そして、本繊維ろ材は無薬注で原水処理を行なうことができるので、薬注設備が不要となり、ランニングコスト・イニシャルコストの低減が図れ、維持管理も容易となる。
【図面の簡単な説明】
【図1】 本発明に係る高速ろ過装置のフロシート図である。
【図2】 本発明に係る重力沈殿による前処理装置を設けた高速ろ過装置の側断面図である。
【図3】 本発明に係る粗ろ過による前処理装置を設けた高速ろ過装置の側断面図である。
【図4】 本発明に係るスクリーンによる前処理装置を設けた高速ろ過装置の側断面図である。
【図5】 スクリーン装置の縦断面図である。
【図6】 本発明に係る繊維ろ材の斜面図である。
【符号の説明】
1 ろ過槽
2 スクリーン
3 ろ材層
4 繊維ろ材
4a 発泡性樹脂板
4b 第一フィラメント
4c 第二フィラメント
4d 第三フィラメント
5 分割プレート
6 前処理装置
6a 重力沈殿装置
6b 粗ろ過装置
6c スクリーン装置
7 浮上性中空円筒充填材
8 スクリーン
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to improvement of untreated sewage in rainy weather by a high-speed filtration device using a floatable synthetic resin fiber filter medium.
[0002]
[Prior art]
Conventionally, a filtering device using a levitating filter medium having a specific gravity of 1.0 or less is provided with a screen for preventing the loss of filter medium in the upper part of the filtration tank, and a filter medium layer is formed by loading a levitating filter medium below the screen. However, the raw water is passed in an upward flow for filtration, and when washing the filter medium, the washing water is supplied to the filter medium layer, and air is supplied from the lower part of the filter medium layer to stir and wash the filter medium. Are known. The invention described in Patent Document 1 is an example. In the present invention, in order to remove high-concentration SS in wastewater, a method of capturing SS in a gap between filter media using a hollow cylinder type or spherical floatable filter media having different diameters and specific gravity. In the present invention, a filtration rate of 50 to 250 m / day is achieved with wastewater having an SS concentration of 600 mg / L. In addition, sand filtration devices have been conventionally used as a method for removing SS of low-concentration wastewater, but in recent years, a filtration method using a fiber filter medium that captures SS by gaps between fibers has been performed. The inventions described in Patent Document 2 and Patent Document 3 are examples.
[0003]
In the invention of Patent Document 2, a fiber filter medium composed of heat-fusible fibers is used, and a filtration rate of 900 m / day is obtained by passing a low concentration raw water with an SS concentration of 5 mg / L in a downward flow. Has achieved. In the invention of Patent Document 3, a fiber bundle in which two types of heat-fusible fibers having different melting points are mixed together is heat-treated, and a rod-shaped fiber bundle molded body having a feather-like surface cut is used as a filter medium. The activated sludge-treated wastewater is used as raw water and water is passed in a downward flow to achieve a filtration rate of about 800 m / day. All of these fiber filter media are treated for 5 to 10 mg / L of raw water having a relatively low concentration, such as sewage secondary treated water, and the water is passed in a downward flow for 800 to 900 m / day. The maximum filtration rate is achieved, high-speed filtration 3 to 4 times that of sand filtration is possible, and the SS removal rate is also high.
[0004]
[Patent Document 1]
JP 2001-219209 A [Patent Document 2]
Japanese Patent Laid-Open No. 11-262609 [Patent Document 3]
Japanese Patent Laid-Open No. 11-151405
[Problems to be solved by the invention]
However, in the conventional filtration method described above, a fiber filter medium is used as described in Patent Document 2 and Patent Document 3 for low-concentration raw water such as sewage secondary treated water. For such high-concentration raw water, a spherical or cylindrical filter medium as described in Patent Document 1 is used, and an appropriate filter medium is selected for the raw water to be treated. Needed to be used. Therefore, if the filter medium for high-concentration raw water is used for the treatment of low-concentration raw water, or if the filter medium for low-concentration raw water is used for the treatment of high-concentration raw water, the filtration rate decreases or the turbidity of the treated water increases. There is a problem. On the other hand, in a large city where sewerage has been popular for a long time, a combined sewer system in which sewage and rainwater flow through the same pipe is often used. However, in this combined sewer, a large amount of rainwater flows into the treatment plant during heavy rain, and the sewage that exceeds the treatment capacity of the treatment plant is discharged into the public water area without being treated, causing water pollution. This is a social problem. If it can be processed at high speed with the filter medium for high-concentration raw water described in Patent Document 1, it can be used for the above-mentioned untreated water during rainy weather. There is also a problem that it cannot be effectively used throughout the year because it is not so many.
[0006]
[Means for Solving the Problems]
The present invention solves the above-described problems of the prior art, and the gist of the present invention is that a filter medium layer is formed by filling a processing tank having a filter medium loss prevention screen stretched thereon with a floatable fiber filter medium. In a filtration tank that performs filtration in an upward flow, a dividing plate made of a perforated plate that divides the filtration tank into a plurality of equal parts is suspended, and a foamable resin is used as a fiber filter medium that forms the filter medium layer High speed using a fiber filter medium that uses a plate that is made by sandwiching a plurality of synthetic resin fibers with different fiber diameters and pasting them together , and adjusting the specific gravity to 0.2 to 0.8. A filtration device, wherein the fiber filter medium is a non-woven fiber filter medium composed of three types of synthetic resin fibers having different fiber diameters, and the first filament is a heat-fusible composite fiber having a polypropylene core coated with polyethylene. There is a fineness of 18-65 denier The second filament is a polypropylene fiber with a fineness of 3 to 10 denier, and the third filament is a heat-fusible composite fiber with a polypropylene core coated with polyethylene and blends each fiber with a fineness of 1.5 to 6 denier the web is fabric formulated by needle punching method has the web brushed state by heat treatment without smoothing the plate body causes Awa bonded across the foamable resin plate in said plate member, 3 is the thickness A 30 mm, a width of 5 to 30 mm and a length of 5 to 30 mm are cut into a rectangular or cubic shape.
[0007]
Then, a pretreatment device is provided in the preceding stage of the filtration tank, and after removing impurities using any one of a gravity precipitation device, a coarse filtration device, or a screen device as the pretreatment device, the filtration is performed. Of these pretreatment devices, the coarse filtration device uses a resin floating hollow cylindrical filler having a diameter of 5 to 20 mmΦ and a length of 10 to 30 mm. The apparatus is a high-speed filtration apparatus using a fiber filter medium using a screen in which a porous plate having a pore diameter of 1 to 10 mmΦ is stretched.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
The apparatus which concerns on this invention is comprised as mentioned above, and can use the first sedimentation place in the terminal treatment plant of a combined sewer as a filtration tank. The filtration device of the present invention may be installed alone, or may be installed using a part of the existing first sedimentation site. Hereinafter, the case where raw water is treated using the first sedimentation site as a filtration tank will be described. A filter tank made of concrete is equally divided into multiple rooms, a screen for preventing the loss of filter medium is stretched at the top of the filter tank, and each room is filled with an equal amount of the same type of floatable fiber filter medium. Form a layer. And the division | segmentation plate which divides each room | chamber of a filtration tank uses the perforated plate, Since this perforated plate passes water, but a fiber filter medium cannot pass, there is no fluctuation | variation of the amount of filter media between each room. The filter medium filled in this filtration tank is a non-woven fiber filter medium composed of three types of synthetic resin fibers with different fiber diameters, and the first filament is a heat-fusible composite fiber with a polypropylene core coated with polyethylene. There is a fineness of 18 to 65 denier, the second filament is polypropylene fiber and the fineness is 3 to 10 denier, and the third filament is a heat-fusible conjugate fiber with a polypropylene core coated with polyethylene and a fineness of 1. A web mixed with 5 to 6 denier fibers is made into a cloth by needle punching method, heat-treated without smoothing the web raised state, and a foamed resin plate is sandwiched between the plates. was Awa bonding to adjust the specific gravity to 0.2 to 0.8, a thickness of 3 to 30 mm, a width of 5 to 30 mm, length discretion the rectangular-shaped or cuboid 5 to 30 mm One in which the.
[0009]
In addition, when treating raw water containing high concentrations of untreated sewage in rainy weather, a pretreatment device is installed in front of the filtration tank to remove the impurities, and then the raw water is filtered through the filtration tank. It is something to process. The pretreatment device is a gravity precipitation device using the first half of the first settling basin as a settling tank, or the first half of the first settling basin is a coarse filtration tank with a diameter of 5 to 20 mmΦ and a length of 10 to 30 mm. Using a coarse filtration device that removes impurities by filling a resin-made floating hollow cylindrical filter medium into the coarse filtration tank, or a perforated plate having a pore diameter of 1 to 10 mmΦ was stretched at the inflow portion of the first sedimentation basin There is a screen device that removes impurities by a screen. Note that the pretreatment device is used when treating untreated sewage in rainy weather including contaminants, and since it filters low-concentration secondary treatment water during fine weather, it does not pass through the pretreatment device. In addition, the low concentration raw water is directly supplied to the filtration tank to perform the filtration treatment. In addition, since the high-speed filtration apparatus using the fiber filter medium of the present invention performs the treatment without chemical injection, equipment such as chemical injection equipment becomes unnecessary.
[0010]
If clogging occurs in the filter medium due to continued filtration operation and the processing capacity decreases, it is necessary to clean and regenerate the filter medium. The cleaning time of the filter medium is detected when the pressure loss reaches the set value or by the set value of the timer, and the water flow and air are used in combination for cleaning. The raw water can be used as it is for the filtration of the secondary treated water. In the case of the secondary treated water or combined rainwater, the treated water held in the upper part of the filtration tank is made to flow backward from the filter media prevention screen. You may wash. Whether to clean or regenerate the filter medium using either raw water or treated water can be selected depending on the target raw water or the like. In addition, after the filtration treatment of untreated water in rainy weather, in order to switch to filtration for secondary treated water, the filter medium is washed with secondary treated water before switching, and then the raw water is switched. To do. Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
[0011]
【Example】
FIG. 1 is a flow sheet diagram of a high-speed filtration device according to the present invention, and high-concentration raw water containing impurities such as untreated sewage in rainy weather is removed by a pretreatment device 6 installed in the previous stage of the filtration tank 1. After the removal, the raw water is evenly supplied from the inverted U-shaped raw water supply tank 10 disposed in the lower part of the filtration tank 1, and the solid matter in the raw water is passed through the filter medium layer 3 in an upward flow. The treated water captured by the filter medium layer 3 and passed through the filter medium layer 3 is taken out from the upper part of the filter tank 1 to the outside. FIG. 2 shows a gravity precipitation device 6a among the pretreatment devices 6 installed in the preceding stage of the filtration tank 1, and high-concentration raw water containing impurities flows into the precipitation tank 9, and is contaminated in the precipitation tank 9. After the sediment is removed, the material is supplied into the filter tank 1 from the lower part of the filter tank 1 and passes through the filter medium layer 3 composed of the fiber filter medium 4 in an upward flow. At this time, the solid material contained in the raw water is captured by the filter medium layer 3 and flows into the upper portion of the filtration tank 1 as clear treated water, overflows from the treated water trough 11 and is discharged to the outside.
[0012]
FIG. 3 shows a coarse filtration device 6b of the pretreatment device 6, and high-concentration raw water containing contaminants enters the coarse filtration tank 12 from an inlet 14 provided at the lower part of the coarse filtration tank 12. Inflow. In the coarse filtration device 6b disposed in the coarse filtration tank 12, a filter medium layer is formed by a resin floating hollow cylindrical filler 7 having a diameter of 5 to 20 mmΦ and a length of 10 to 30 mm. The raw water flowing in from the inlet 14 ascends the filter medium layer. At this time, contaminants in the raw water are captured by the floating hollow cylindrical filler 7, pass through the floating hollow cylindrical filler 7 flow prevention screen 13, and flow into the filtration tank 1 provided therewith. About the process in the filtration tank 1, since it is the same as the process after the above-mentioned gravity precipitation apparatus, description is abbreviate | omitted. The floatable hollow cylindrical filler 7 uses a material having a specific gravity slightly smaller than that of water, and if impurities accumulate in the hollow cylinder, it becomes heavier than the specific gravity of water and settles downward. The contaminants in the hollow cylinder are peeled off by the collision between the filter media and the impact at the bottom, and rise again to form the filter media layer.
[0013]
FIG. 4 shows a screen device 6c of the pretreatment device 6. A high-concentration raw water containing impurities flows into the screen device 6c, and the raw water is fed by the screen 8 disposed in the screen device 6c. After the impurities are removed, it flows into the filtration tank 1. About the process in the filtration tank 1, since it is the same as the process after the above-mentioned gravity precipitation apparatus, description is abbreviate | omitted. FIG. 5 shows an embodiment of the screen device 6c and is a longitudinal sectional view of a cylindrical rotary automatic screen device. The raw water flows into a cylindrical screen 8 provided with a perforated plate such as a punching plate having a hole diameter of 1 to 10 mmΦ. Large solid matter such as foreign matters adheres to the inner surface of the screen 8, is scraped up by the scraper 16 rotating by the driving machine 19, and moves to the upper part. And it falls in the drainage trough 17 with the washing water spouted from the washing pipe 21 arranged in the upper part. The contaminants that have fallen on the drainage trough 17 are taken out from the discharge port 18, and the raw water that has passed through the screen 8 flows into the filtration tank 1 from the outlet 20. Since the cleaning water is jetted from the fixed cleaning pipe 21 while rotating the screen 8, the amount of cleaning water in the screen 8 can be very small.
[0014]
If the filtration process as described above is continued, the fiber filter medium 4 will be clogged with foreign substances and the processing capacity will be reduced. Therefore, the fiber filter medium 4 needs to be washed and regenerated. The cleaning time is detected by a pressure rise in the filtration tank 1 or a timer, and air is supplied into the filtration tank 1 from the air supply pipe 24 in FIG. The washing water to be used can be washed with raw water, but it is also possible to wash the filtered water held in the upper part of the filtration tank 1 by flowing it back from the screen 2 and can be selected depending on the installation conditions. Is. Then, after the sewage treatment in rainy weather, before the switching to the filtration of the secondary treated water, the fiber filter medium 4 is washed again with the secondary treated water, and then the raw water is switched. The cleaning wastewater is collected in the cleaning drainage tank 23 from the cleaning drainage water collecting pipe 22 disposed in the lower part of the filtration tank 1.
[0015]
Next, the fiber filter medium 4 used in the embodiment of the filtration device of the present invention will be described in detail with reference to FIG. The fiber filter medium 4 is a rectangular parallelepiped having a thickness of 3 to 30 mm, a width of 5 to 30 mm, and a length of 5 to 30 mm. Or it is cut into cubes. As the material of the foamable resin plate 4a, a foamed sheet is formed by including bubbles in a resin such as polypropylene, polyethylene, or polyester, and the specific gravity is adjusted to about 0.1 to 0.5. And the fiber filter medium which comprises the said plate-shaped object is comprised with the thing of three types of different fiber diameters, and the 1st filament 4b is the heat-fusible composite fiber which coat | covered the polypropylene core with polyethylene, and the fineness is 18 ~ 65 denier, the second filament 4c is made of polypropylene fiber and has a fineness of 3 to 10 denier, and the third filament 4d is a heat-fusible composite fiber in which a polypropylene core is coated with polyethylene and has a fineness of 1.5 to 6 A web in which each fiber of denier is mixed is formed into a sheet by a needle punching method and heat-treated without smoothing the web raising state, and has an apparent specific gravity of about 0.9. The fiber filter medium 4 thus molded can be arbitrarily adjusted to have a specific gravity of 0.2 to 0.8 in accordance with the raw water to be treated. Moreover, by using the fiber filter medium 4 having a large porosity, high-concentration raw water such as untreated sewage during rainy weather can be processed at a high speed of 1000 to 2000 m / day.
[0016]
【The invention's effect】
In the high-speed filtration device of the present invention, a high-concentration raw water such as untreated sewage can be treated at high speed by combining a floatable synthetic resin fiber filter medium with a large porosity and a pretreatment device. Furthermore, since low-concentration raw water such as sewage secondary treated water in fine weather can be treated, the discharge load can be reduced and the equipment can be used effectively throughout the year. Further, since the fiber filter medium used in the present invention is formed on the basis of polypropylene fiber, it has high strength, excellent wear resistance, and stable treated water can be obtained over a long period of time. And since this fiber filter medium can perform raw water treatment without chemical injection, no chemical injection equipment is required, running costs and initial costs can be reduced, and maintenance management becomes easy.
[Brief description of the drawings]
FIG. 1 is a flow sheet diagram of a high-speed filtration device according to the present invention.
FIG. 2 is a side sectional view of a high-speed filtration device provided with a pretreatment device by gravity precipitation according to the present invention.
FIG. 3 is a side sectional view of a high-speed filtration device provided with a pretreatment device by rough filtration according to the present invention.
FIG. 4 is a side sectional view of a high-speed filtration device provided with a screen pretreatment device according to the present invention.
FIG. 5 is a longitudinal sectional view of the screen device.
FIG. 6 is a perspective view of a fiber filter medium according to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Filtration tank 2 Screen 3 Filter medium layer 4 Fiber filter medium 4a Foamable resin board 4b First filament 4c Second filament 4d Third filament 5 Split plate 6 Pretreatment apparatus 6a Gravity precipitation apparatus 6b Coarse filtration apparatus 6c Screen apparatus 7 Floating hollow Cylindrical filler 8 screen

Claims (5)

上部にろ材流失防止用のスクリーン(2)を張設した処理槽に浮上性の繊維ろ材(4)を充填してろ材層(3)を形成し、上向流にてろ過処理を行なうろ過槽(1)において、雨天時には合流式下水道の未処理下水をろ過槽(1)の前段に設けた前処理装置(6)を経由してろ過槽(1)に供給し、晴天時には前処理装置(6)を経由せず直接ろ過槽(1)に二次処理水を供給すると共に、前記ろ過槽(1)を複数に等分割する多孔板製の分割プレート(5)を垂設し、前記ろ材層(3)を形成する繊維ろ材(4)として、発泡性樹脂板(4a)を複数の異なる繊維径の合成樹脂繊維を布形化した板状体で挟んで貼り合わせ、比重を0.2〜0.8に調整して裁断したものを使用することを特徴とする繊維ろ材を用いた高速ろ過装置。Filtration tank in which a filter tank (3) is formed by filling a floatable fiber filter medium (4) in a treatment tank having a filter medium (2) for preventing the loss of the filter medium on the top, and performing an upward flow filtration process. In (1), untreated sewage from the combined sewer system is supplied to the filtration tank (1) via the pretreatment device (6) provided in the previous stage of the filtration tank (1) when it rains, and the pretreatment device ( 6) Directly supplying the secondary treated water to the filtration tank (1) without going through, and suspending a dividing plate (5) made of a perforated plate that equally divides the filtration tank (1) into a plurality of the filtration medium (1) As the fiber filter medium (4) forming the layer (3), the foamable resin plate (4a) is bonded by sandwiching a plurality of synthetic resin fibers having different fiber diameters into a cloth shape , and the specific gravity is 0.2. A high-speed filtration device using a fiber filter material, characterized by using a material that has been adjusted to ˜0.8 and cut. 上記の繊維ろ材(4)は三種類の異なる繊維径の合成樹脂繊維(4b、4c、4d)より構成された不織性繊維ろ材であり、第一フィラメント(4b)はポリプロピレンの芯にポリエチレンを被覆した熱融着性複合繊維であり繊度が18〜65デニール、第二フィラメント(4c)は素材がポリプロピレン繊維であり繊度が3〜10デニール、第三フィラメント(4d)はポリプロピレンの芯にポリエチレンを被覆した熱融着性複合繊維であり繊度が1.5〜6デニールの各繊維を混綿したウェッブをニードルパンチング法により布形化し、ウェッブ起毛状態を平滑化することなく加熱処理して板状体とし、発泡性樹脂板(4a)を該板状体で挟んで貼り合わせ、厚さが3〜30mm、幅が5〜30mm、長さが5〜30mmの直方形あるいは立方形に裁断したことを特徴とする請求項1に記載の繊維ろ材を用いた高速ろ過装置。The fiber filter medium (4) is a non-woven fiber filter medium composed of three types of synthetic resin fibers (4b, 4c, 4d) having different fiber diameters, and the first filament (4b) is made of polyethylene at the core of polypropylene. Coated heat-sealable composite fiber with fineness of 18-65 denier, second filament (4c) made of polypropylene fiber with fineness of 3-10 denier, third filament (4d) with polypropylene core made of polyethylene A coated sheet of heat-fusible composite fiber and mixed with each fiber having a fineness of 1.5 to 6 denier is formed into a cloth by a needle punching method, and heat-treated without smoothing the web raised state to form a plate-like body and then, foaming resin plate (4a) was Awa bonded sandwich in plate-like member, a thickness of 3 to 30 mm, width 5 to 30 mm, a length walk straight square 5 to 30 mm Fast filtration apparatus using a fiber filter material according to claim 1, characterized in that cut into cuboid. 上記ろ過槽(1)の前段に設けた前処理装置(6)として重力沈殿装置(6a)や粗ろ過装置(6b)、あるいはスクリーン装置(6c)のうちいずれか一つの装置を用いて夾雑物を除去した後、前記ろ過槽(1)でろ過処理を行なうことを特徴とする請求項1及び請求項2に記載の繊維ろ材を用いた高速ろ過装置。As the pretreatment device (6) provided in the preceding stage of the filtration tank (1), any one of the gravity precipitation device (6a), the coarse filtration device (6b), and the screen device (6c ) is used as a contaminant. The high-speed filtration apparatus using the fiber filter material according to claim 1, wherein the filtration is performed in the filtration tank (1) after removing water. 上記前処理装置(6)のうち、粗ろ過装置(6b)においては直径が5〜20mmΦ、長さが10〜30mmの樹脂製の浮上性中空円筒充填材(7)を使用することを特徴とする請求項1〜請求項3のいずれか1項に記載の繊維ろ材を用いた高速ろ過装置。  Among the pretreatment devices (6), the coarse filtration device (6b) is characterized by using a resin floating hollow cylindrical filler (7) having a diameter of 5 to 20 mmΦ and a length of 10 to 30 mm. A high-speed filtration device using the fiber filter medium according to any one of claims 1 to 3. 上記前処理装置(6)のうち、スクリーン装置(6c)においては孔径が1〜10mmΦの多孔板を張設したスクリーン(8)を配設したことを特徴とする請求項1〜請求項3のいずれか1項に記載の繊維ろ材を用いた高速ろ過装置。  Of the pretreatment device (6), the screen device (6c) is provided with a screen (8) provided with a perforated plate having a pore diameter of 1 to 10 mmΦ. A high-speed filtration device using the fiber filter medium according to any one of the above.
JP2002356789A 2002-11-05 2002-12-09 High-speed filtration device using fiber filter media Expired - Fee Related JP3815615B2 (en)

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JP2002356789A JP3815615B2 (en) 2002-12-09 2002-12-09 High-speed filtration device using fiber filter media
CNA2003101032730A CN1498667A (en) 2002-11-05 2003-11-04 Horizontal high speed filtering unit using fiberous filtering material
TW092130841A TWI225801B (en) 2002-11-05 2003-11-04 High-speed horizontal filtering device using fiber filter medium
KR1020030077501A KR100606479B1 (en) 2002-11-05 2003-11-04 Horizontal high-speed filter using fiber filter element
CNU2003201025978U CN2698434Y (en) 2002-11-05 2003-11-04 Horizontal high-speed filtering device using fiber filtering materials
KR10-2003-0087234A KR100529867B1 (en) 2002-12-09 2003-12-03 High-speed filter using fiber filter media
CNU2003201248798U CN2708980Y (en) 2002-12-09 2003-12-05 High speed filter using fiber filtering material
CNB2003101182051A CN1256164C (en) 2002-12-09 2003-12-05 High-speed filtering machine using fiber filtering material
TW092134374A TWI225802B (en) 2002-12-09 2003-12-05 High-speed filtering device using fiber filter medium

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KR100994248B1 (en) 2009-11-23 2010-11-15 주식회사 피앤아이휴먼코리아 Water treatment system
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