JP4696390B2 - Coagulation sedimentation equipment - Google Patents

Coagulation sedimentation equipment Download PDF

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Publication number
JP4696390B2
JP4696390B2 JP2001117683A JP2001117683A JP4696390B2 JP 4696390 B2 JP4696390 B2 JP 4696390B2 JP 2001117683 A JP2001117683 A JP 2001117683A JP 2001117683 A JP2001117683 A JP 2001117683A JP 4696390 B2 JP4696390 B2 JP 4696390B2
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Prior art keywords
raw water
water supply
supply member
coagulation sedimentation
water outlet
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JP2001117683A
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JP2002306906A (en
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勇 加藤
義英 阿部
浩 平本
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Kurita Water Industries Ltd
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Kurita Water Industries Ltd
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Description

【0001】
【発明の属する技術分野】
この発明は、沈降槽(シックナー)内の底部のスラッジブランケット層中に、中空で、内部に供給された原水(凝集剤、汚泥混合液)を上記スラッジブランケット層中に排出する原水流出口を備えた原水供給部材(ディストリビュータ)を水平に一方向に旋回させ、原水流出口から排出された原水中の濁質や微細なSSをスラッジブランケット層で濾過分離し、新たに発生するスラッジを含むスラッジ層を原水供給部材と一体に旋回する集泥部材(レーキ)で濃縮しながら沈降槽の底の中央から排泥し、清澄な処理水を沈降槽の上端から溢出させるスラッジブランケット型凝集沈殿装置に関し、特に原水供給部材を改良してスラッジブランケット層中に原水をスムースに排出し、原水流出口が原水で閉塞するのを防止することを目的とする。
【0002】
【従来の技術】
本特許出願人が提案した特開平10−202009号公報により沈降槽内の底部のスラッジブランケット層中に、中空で、内部に供給された原水を上記スラッジブランケット層中に排出する原水流出口を備えた原水供給部材を水平に旋回可能に設けたスラッジブランケット型の凝集沈殿装置が公知である。この公知の凝集沈殿装置においては、原水をスラッジブランケット層中に排出する原水流出口を原水供給部材の旋回進行方向に対して後ろ向きに下面から上に離して設け、又、原水流出口から排出される原水の流れがスラッジブランケット層を流動化させるのを防止するため、原水供給部材には同じく旋回進行方向に対し後向きに突出する整流板を原水供給部材の上面に固定してある。
【0003】
【発明が解決しようとする課題】
上記公知の凝集沈殿装置はそれなりに所期の効果を達成するが、強いて問題点を指摘すると、
▲1▼原水流出口が、原水供給部材の下面から上に離して後ろ向きに設けられているが、上記特開平10−202009号の流出口の構造ではスラッジブランケット層中に排出すべき原水が原水供給部材の底に沈積し、原水流出口が閉塞する恐れがある。
▲2▼原水流出口が閉塞すると、原水供給部材へ原水を分配して供給するセンターカラムの上のセンターウェルから原水が溢出したり、原水供給部材内に沈積した原水の重みで原水供給部が傾いて水平な旋回が不安定になったり、著しい場合は旋回不能になる。
▲3▼原水流出口の一部が閉塞すると、均一な原水分配ができなくなり、乱流、短絡流が発生し、処理水が悪化する。
▲4▼原水供給部材に閉塞対策を実施しようとすると構造が複雑になる。
等のことがある。
【0004】
【課題を解決するための手段】
本発明は、上述したような問題点を解消することを目的に開発されたもので、沈降槽内の底部のスラッジブランケット層中に、中空で、内部に供給された原水を上記スラッジブランケット層中に排出する原水流出口を備えた原水供給部材を水平に旋回可能に設けたスラッジブランケット型の凝集沈殿装置において、上記原水流出口は、上記原水供給部材の旋回進行方向に対して原水を斜め後ろ下向きに流下させる流下手段を有し、上記沈殿槽内の側面には、水平に旋回する原水供給部材の真上に位置する1本又は複数本の界面アームを半径方向内向きに設けたことを特徴とする。上記流下手段は、原水供給部材の旋回進行方向に対して斜め後ろ下向きに傾斜し、傾斜した下端の上に原水流出口が開口する傾斜底板であることが好ましく、この場合、傾斜底板が水平面に対してなす角度は10〜45゜であることが好ましい。更に、原水供給部材は、原水流出口の上方の位置に、上記原水供給部材の旋回進行方向に対して後ろ向きに突出する整流板を設けたり、原水供給部材と一体的に水平に旋回する集泥部材を設けたりすることが好ましい
【0005】
【発明の実施の形態】
図1(A)において、1は底がすり鉢状の円筒形の沈降槽で、底部にはスラッジブランケット層2が設けられ、底の中心には排泥管3が接続している。4はモータ、減速機(図示せず)などにより低速で回転駆動される垂直な内筒(センターカラム)で、適当な支持手段により沈降槽の中心に沿って回転可能に支持され、その上端に同心状に設けられ、沈降槽の液面から上に突出する大径のフィードウェルから内部に原水が供給され(図示省略)、下端はスラッジブランケット層中に達する。内筒4の下端には円周方向に等間隔に、例えば4本の原水供給部材5が放射状に、且つ水平に設けてあり、各原水供給部材5の先端は沈降槽1の内壁近くに達する。各原水供給部材5には、内筒に供給された原水をスラッジブランケット層2中に排出するための原水流出口6が設けられている。原水流出口6の全長から原水を均一に排出するため、原水流出口は内筒に近い端部から原水供給部材の先端に向かって開口面積は次第に大きくなっている。原水供給部材5の下には下面が沈降槽のすり鉢状の底に沿い、上記原水供給部材と一体に旋回する集泥部材7が設けてあり、集泥部材7は沈降槽のすり鉢状の底に沈積した汚泥を底の中心に向かって移動させ、前記排泥管3に集泥し、ポンプPの運転で系外に排出する。又、処理水は、スラッジブランケット層から沈降槽内を上昇し、沈降槽の上端から溢流させて取出す。尚、集泥部材7を原水供給部材5の下に一体に設けて旋回させるため(請求項5)、スラッジブランケット層2の層高を低くできると共に、ターンバックルや集泥部材回転用シャフト等の集泥部材の取付け及び回転のための部材が不要になり、耕造が簡単で安価になる。又、原水供給部材5の設置位置を低くすることで沈降槽1の高さも低くでき、装置の小型化を図れる。上記した構成は、前述した公知のスラッジブランケット型凝集沈降装置と同じである。
【0006】
本発明によれば、各原水供給部材5の原水流出口6は、原水供給部材の旋回進行方向(矢印R)に対して原水を矢印Aの斜め後ろ下向きに流下させる流下手段10を有する(請求項1)。
【0007】
上記流下手段10は、図示の実施例では、原水供給部材5の旋回進行方向(矢印R)に対して斜め後ろ下向きに傾斜し、傾斜した下端の上に原水流出口6が開口する傾斜底板11で構成されている(請求項2)。この傾斜底板11の水平面と成す角度αは10〜45゜である(請求項3)。
【0008】
図1(B)は図1(A)の実施例の原水供給部材の線B−Bでの拡大断面図、図2は上記とは断面形状が異なった原水供給部材5の実施例の、図1(B)と同様な拡大断面図である。
【0009】
図1(B)の原水供給部材は断面形状が傾いた菱形ないし四角形の筒体からなり、旋回進行方向(矢印R)に対して斜め後ろ下向きに傾斜した上記筒体の一辺が流下手段10としての傾斜底板11を構成し、その傾斜した下端11′に連なる上記筒体の他の一辺12に下端11′から途中12′まで原水流出口6が開設される。この実施例の場合の傾斜底板11の水平面となす角度αは約30゜である(請求項3)。そして、上記筒体の原水流出口6を有する辺12の上端の稜に、原水供給部材の旋回進行方向に対して後ろ向きに水平に突出する整流板14が設けられている(請求項4)。
【0010】
この傾いた菱形ないし四角形の断面形状の筒体は、原水供給部材の旋回進行方向(矢印R)に向いた2つの稜の角を無くし、破線で示したように凸曲面にしてもよい。
【0011】
図2の原水供給部材は頂部を旋回進行方向(矢印R)に向けた断面形状が二等辺三角形の筒体からなり、頂部を形成する下半部の一辺が傾斜底板11を構成し、その傾斜した下端11′に連なる上記筒体の垂直な底辺13のほゞ下半部に原水流出口6が開設されている。この実施例の場合の傾斜底板11の水平面となす角度αは約45゜である(請求項3)。そして、筒体の垂直な底辺13の、原水流出口6の上端より少し上の位置から、原水供給部材の旋回進行方向(矢印R)に対して後ろ向きに水平に突出する整流板14が設けられている(請求項4)。
【0012】
この三角形の断面形状の筒体の、原水供給部材の旋回進行方向(矢印R)に向いた三角形の頂部を破線で示したように凸曲面にしてもよい。
【0013】
運転するには、内筒4を低速で回転駆動し、原水供給部材5及び集泥部材7を一体として矢印R方向に水平に旋回させる。
【0014】
これにより原水供給部材5、集泥部材7はスラッジブランケット層2のスラッジを押し分けながら進み、集泥部材7は前述したように沈降槽の底に沈積した汚泥を底の中心に向かって移動させ、一方、内筒4を経て各原水供給部材5に供給された原水は、流下手段10である傾斜底板11を滑り降り、原水流出口6である上記傾斜底板の下端11′からスラッジブランケット層2中に吹き出し流Aとして排出され、その吹き出し流がスラッジブランケット層2を乱す原因になるが、原水供給部材5の旋回の周速と原水流出口6から吹き出す原水の吹き出し速度とを同じにすれば、見掛け上、原水の吹き出し速度は零になるのでスラッジブランケット層2の乱れは小さくなる。
【0015】
そのためには原水供給部材5の周速を原水供給部材の先端で1〜4m/分、平均的には2m/分程度にすることが好ましい。
【0016】
上記のように原水供給部材5の旋回の周速と、原水供給口6からの原水の吹き出し速度とを同調させて運転しても、原水流出口6からの原水の吹き出し流Aが沈降槽1の底に衝突して生じた反転流Bがスラッジブランケット層2を押し上げて乱す。これを防止するのが、各原水供給部材に後ろ向きに設けた整流板14である。或る1つの原水供給部材が原水流出口6から吹き出した吹き出し流Aによる反転流Bは、一体に旋回している次の、或いは更にその次の原水供給部材の整流板14の下面に衝突してスラッジブランケット層の押し上げを抑制される。この抑制効果を高めるには、整流板14の前端は原水流出口6の上縁の近く、つまりスラッジブランケット層の界面(上面)からなるべく深い位置に後ろ向きに設けることが好ましい。
【0017】
スラッジブランケット型凝集沈降装置では、周知のようにスラッジブランケット層2の界面(上面)の高さを、原水供給部材5の上方のほゞ一定値、例えば10〜30cmに保って運転する必要があるため、沈降槽の内壁の水面上に設置した超音波界面計(図示せず)で上記界面を常時、検出し、界面の変動に応じ排泥管3に接続した排泥ポンプPの運転を制御している。この場合、水平に旋回している原水供給部材の整流板14のどれか1つの上にスラッジ層が山のように沈積すると、上記超音波界面計はその整流板上のスラッジ層の山を検出し、排泥ポンプPを作動して排泥管3から汚泥を余計に排泥し、スラッジブランケット層の界面が高さが一定値よりも低くなる誤作動が生じる恐れがある。
【0018】
これを防止するため、沈降槽1の内壁には、原水供給部材5の上面から上、1〜5cmの高さの位置に、半径方向内向きの一本又は複数本の界面アーム15を設ける(請求項)。これにより水平に旋回する原水供給部材のどの整流板14の上にスラッジ層の山が沈積し、その山の高さが上記界面アーム15よりも高くなると、界面アーム15はその山を崩して界面アームの高さよりも低くする。従って、超音波界面計を、界面アームを基準としてスラッジ層の高さを検出するように設置しておけば、前記した誤作動は生ぜず、スラッジブランケット層2の界面の高さを、原水供給部材5の上方のほゞ一定値に保てる。
【0019】
【発明の効果】
この発明により原水供給部材の原水流出口の閉塞が生じないため安定した運転が可能になる。又、構造がシンプルである。更に、スラッジブランケット層の界面が安定しているため、排泥管理が容易である。
【図面の簡単な説明】
【図1】(A)は本発明の凝集沈殿装置の一実施例の要部の断面図、(B)は同上のB−B線での原水供給部材の拡大断面図。
【図2】本発明の凝集沈殿装置の他の一実施例の、図1(B)と同様な原水供給部材の拡大断面図。
【符号の説明】
1 沈降槽
2 スラッジブランケット層
3 排泥管
4 内筒(センターカラム)
5 原水供給部材(ディストリビュータ)
6 原水流出口
7 集泥部材(レーキ)
10 原水流出口の流下手段
11 流下手段としての傾斜底板
11′ 傾斜底板の下端
14 整流板
15 界面アーム
[0001]
BACKGROUND OF THE INVENTION
This invention is provided with a raw water outlet for discharging raw water (flocculating agent and sludge mixed liquid) that is hollow and supplied into the sludge blanket layer into the sludge blanket layer in the sludge blanket layer at the bottom of the settling tank (thickener). The raw water supply member (distributor) is swung horizontally in one direction, the turbidity and fine SS in the raw water discharged from the raw water outlet are filtered and separated by the sludge blanket layer, and the sludge layer containing newly generated sludge A sludge blanket type coagulating sedimentation apparatus that drains mud from the center of the bottom of the settling tank while concentrating it with a mud collecting member (rake) that swirls together with the raw water supply member, In particular, the raw water supply member is improved to smoothly discharge raw water into the sludge blanket layer and prevent the raw water outlet from being blocked by the raw water.
[0002]
[Prior art]
According to Japanese Patent Application Laid-Open No. 10-202009 proposed by the present patent applicant, the sludge blanket layer at the bottom in the settling tank is provided with a raw water outlet for discharging the raw water supplied inside into the sludge blanket layer. In addition, a sludge blanket type coagulating sedimentation apparatus in which the raw water supply member is provided so as to be horizontally rotatable is known. In this known coagulating sedimentation apparatus, a raw water outlet for discharging raw water into the sludge blanket layer is provided rearwardly upward from the lower surface with respect to the direction of rotation of the raw water supply member, and is discharged from the raw water outlet. In order to prevent the flow of the raw water from fluidizing the sludge blanket layer, the raw water supply member is also fixed with a rectifying plate that protrudes backward with respect to the swivel direction on the upper surface of the raw water supply member.
[0003]
[Problems to be solved by the invention]
The above known coagulation sedimentation apparatus achieves the desired effect as it is, but if you point out the problem,
(1) Although the raw water outlet is provided rearward and away from the lower surface of the raw water supply member, the raw water to be discharged into the sludge blanket layer is the raw water in the structure of the outlet in JP-A-10-202009. There is a possibility that the raw water outlet will be blocked due to sedimentation at the bottom of the supply member.
(2) When the raw water outlet is blocked, the raw water overflows from the center well above the center column that distributes and supplies the raw water to the raw water supply member, or the raw water supply part is pushed by the weight of the raw water deposited in the raw water supply member. If tilted, horizontal turning becomes unstable, and if it is remarkable, turning becomes impossible.
(3) If a part of the raw water outlet is blocked, uniform raw water distribution cannot be performed, turbulent flow and short-circuit flow occur, and the treated water deteriorates.
(4) The structure becomes complicated when it is attempted to take measures against clogging of the raw water supply member.
Etc.
[0004]
[Means for Solving the Problems]
The present invention has been developed for the purpose of solving the above-described problems. In the sludge blanket layer at the bottom of the settling tank, the raw water supplied inside is hollow in the sludge blanket layer. In the sludge blanket type coagulating sedimentation device provided with a raw water supply member having a raw water outlet to be discharged horizontally, the raw water outlet is obliquely behind the direction of swirling of the raw water supply member. have a flow-down means for flow down downward, to the side of the settling tank is in that a 1 or a plurality of interfaces arms positioned directly above the raw water supply member to pivot horizontally radially inwardly Features. Preferably, the flow down means is an inclined bottom plate that is inclined obliquely backward and downward with respect to the swivel traveling direction of the raw water supply member, and the raw water outlet is opened on the inclined lower end. In this case, the inclined bottom plate is in a horizontal plane. The angle formed with respect to the angle is preferably 10 to 45 °. Further, the raw water supply member is provided with a baffle plate that protrudes backward with respect to the swivel traveling direction of the raw water supply member at a position above the raw water outlet, or mud collection that swirls horizontally integrally with the raw water supply member It is preferable to provide a member .
[0005]
DETAILED DESCRIPTION OF THE INVENTION
In FIG. 1 (A), reference numeral 1 denotes a cylindrical sedimentation tank having a mortar-like bottom, a sludge blanket layer 2 is provided at the bottom, and a sludge discharge pipe 3 is connected to the center of the bottom. Reference numeral 4 denotes a vertical inner cylinder (center column) that is driven to rotate at a low speed by a motor, a speed reducer (not shown), etc., and is supported rotatably along the center of the settling tank by an appropriate support means. Raw water is supplied from a large-diameter feed well provided concentrically and protruding upward from the liquid level of the sedimentation tank (not shown), and the lower end reaches the sludge blanket layer. At the lower end of the inner cylinder 4, for example, four raw water supply members 5 are provided radially and horizontally at equal intervals in the circumferential direction, and the tips of the raw water supply members 5 reach near the inner wall of the settling tank 1. . Each raw water supply member 5 is provided with a raw water outlet 6 for discharging the raw water supplied to the inner cylinder into the sludge blanket layer 2. In order to discharge raw water uniformly from the entire length of the raw water outlet 6, the opening area of the raw water outlet gradually increases from the end close to the inner cylinder toward the tip of the raw water supply member. Below the raw water supply member 5, there is provided a mud collecting member 7 whose lower surface runs along the mortar-shaped bottom of the settling tank and swivels together with the raw water supply member. The mud collecting member 7 is a mortar-shaped bottom of the settling tank. The sludge deposited on the bottom is moved toward the center of the bottom, collected in the sludge pipe 3, and discharged outside the system by operating the pump P. The treated water rises from the sludge blanket layer in the settling tank, overflows from the upper end of the settling tank, and is taken out. In addition, since the mud collecting member 7 is integrally provided under the raw water supply member 5 and swiveled (Claim 5), the layer height of the sludge blanket layer 2 can be lowered, and a turnbuckle, a mud collecting member rotating shaft, etc. A member for attaching and rotating the mud collecting member becomes unnecessary, and cultivation is simple and inexpensive. Moreover, the height of the sedimentation tank 1 can be lowered by lowering the installation position of the raw water supply member 5, and the apparatus can be miniaturized. The above-described configuration is the same as the above-described known sludge blanket type coagulation sedimentation apparatus.
[0006]
According to the present invention, the raw water outlet 6 of each raw water supply member 5 has flow-down means 10 for flowing the raw water obliquely backward and downward in the direction of arrow A with respect to the direction of rotation of the raw water supply member (arrow R). Item 1).
[0007]
In the illustrated embodiment, the flow down means 10 is inclined obliquely backward and downward with respect to the turning direction of the raw water supply member 5 (arrow R), and the inclined bottom plate 11 in which the raw water outlet 6 opens on the inclined lower end. (Claim 2). The angle α formed with the horizontal plane of the inclined bottom plate 11 is 10 to 45 ° (Claim 3).
[0008]
1B is an enlarged cross-sectional view of the raw water supply member of the embodiment of FIG. 1A, taken along line BB, and FIG. 2 is a diagram of an embodiment of the raw water supply member 5 having a different cross-sectional shape from the above. It is an expanded sectional view similar to 1 (B).
[0009]
The raw water supply member in FIG. 1 (B) is a rhombus or square cylinder whose cross-sectional shape is inclined, and one side of the cylinder inclined obliquely backward and downward with respect to the turning traveling direction (arrow R) is the flow down means 10. The raw water outlet 6 is opened from the lower end 11 'to the middle 12' on the other side 12 of the cylinder connected to the inclined lower end 11 '. In this embodiment, the angle α formed with the horizontal plane of the inclined bottom plate 11 is about 30 ° (Claim 3). And the rectification | straightening plate 14 which protrudes back horizontally with respect to the turning advance direction of a raw | natural water supply member is provided in the edge of the upper end of the edge | side 12 which has the raw | natural water outlet 6 of the said cylinder (Claim 4).
[0010]
This inclined rhombus or quadrangular cross-sectional cylinder may have a convex curved surface as shown by a broken line by eliminating the corners of the two ridges facing the turning direction (arrow R) of the raw water supply member.
[0011]
The raw water supply member in FIG. 2 is formed of a cylindrical body having an isosceles triangle in cross section with the top portion directed in the swivel traveling direction (arrow R), and one side of the lower half portion forming the top portion constitutes the inclined bottom plate 11 A raw water outlet 6 is opened in the lower half of the vertical bottom 13 of the cylinder connected to the lower end 11 '. In this embodiment, the angle α formed with the horizontal plane of the inclined bottom plate 11 is about 45 ° (Claim 3). And the baffle plate 14 which protrudes back horizontally with respect to the turning advancing direction (arrow R) of a raw | natural water supply member from the position slightly above the upper end of the raw | natural water outlet 6 of the vertical base 13 of a cylinder is provided. (Claim 4).
[0012]
The triangular cross section of the cylindrical body may have a convex curved surface as indicated by a broken line at the apex of the triangle facing the turning direction (arrow R) of the raw water supply member.
[0013]
To operate, the inner cylinder 4 is rotationally driven at a low speed, and the raw water supply member 5 and the mud collecting member 7 are rotated horizontally in the direction of arrow R as a unit.
[0014]
As a result, the raw water supply member 5 and the mud collecting member 7 proceed while pushing through the sludge of the sludge blanket layer 2, and the mud collecting member 7 moves the sludge deposited on the bottom of the settling tank as described above toward the center of the bottom, On the other hand, the raw water supplied to each raw water supply member 5 through the inner cylinder 4 slides down the inclined bottom plate 11 as the flow down means 10 and enters the sludge blanket layer 2 from the lower end 11 ′ of the inclined bottom plate as the raw water outlet 6. It is discharged as a blowout flow A, and the blowout flow causes the sludge blanket layer 2 to be disturbed. If the peripheral speed of the raw water supply member 5 and the blowout speed of the raw water blown out from the raw water outlet 6 are made the same, it appears. Moreover, since the raw water blowing speed becomes zero, the disturbance of the sludge blanket layer 2 is reduced.
[0015]
For this purpose, the peripheral speed of the raw water supply member 5 is preferably 1 to 4 m / min, and on average about 2 m / min at the tip of the raw water supply member.
[0016]
Even if the rotation speed of the raw water supply member 5 and the blowing speed of the raw water from the raw water supply port 6 are operated in synchronism as described above, the raw water discharge flow A from the raw water outlet 6 remains in the sedimentation tank 1. The reversal flow B generated by colliding with the bottom of the water pushes up the sludge blanket layer 2 and disturbs it. This is prevented by the rectifying plate 14 provided rearwardly on each raw water supply member. The reverse flow B generated by the blowout flow A blown out from the raw water outlet 6 by one raw water supply member collides with the lower surface of the rectifying plate 14 of the next or further subsequent raw water supply member. This suppresses the pushing up of the sludge blanket layer. In order to enhance this suppression effect, it is preferable that the front end of the current plate 14 be provided backward near the upper edge of the raw water outlet 6, that is, as deep as possible from the interface (upper surface) of the sludge blanket layer.
[0017]
As is well known, the sludge blanket type coagulation sedimentation apparatus needs to be operated while maintaining the height of the interface (upper surface) of the sludge blanket layer 2 at a substantially constant value above the raw water supply member 5, for example, 10 to 30 cm. Therefore, the interface is always detected by an ultrasonic interface meter (not shown) installed on the water surface of the inner wall of the settling tank, and the operation of the drainage pump P connected to the drainage pipe 3 is controlled according to the change in the interface. is doing. In this case, when the sludge layer is deposited like a mountain on any one of the current plate 14 of the raw water supply member swirling horizontally, the ultrasonic interface meter detects the mountain of the sludge layer on the current plate. Then, the sludge pump P is operated to discharge more sludge from the sludge pipe 3, and there is a risk that the interface of the sludge blanket layer has a malfunction lower than a certain value.
[0018]
In order to prevent this, the inner wall of the settling tank 1 is provided with one or more interface arms 15 inward in the radial direction at a height of 1 to 5 cm above the upper surface of the raw water supply member 5 ( Claim 1 ). As a result, when a ridge of the sludge layer is deposited on any rectifying plate 14 of the raw water supply member that rotates horizontally, and the height of the ridge becomes higher than the interface arm 15, the interface arm 15 collapses the interface and Lower than the height of the arm. Therefore, if the ultrasonic interface meter is installed so as to detect the height of the sludge layer with reference to the interface arm, the above-mentioned malfunction does not occur, and the height of the interface of the sludge blanket layer 2 is determined based on the supply of raw water. The upper part of the member 5 can be kept almost constant.
[0019]
【The invention's effect】
According to the present invention, since the raw water outlet of the raw water supply member is not blocked, stable operation is possible. In addition, the structure is simple. Furthermore, since the interface of the sludge blanket layer is stable, the sludge management is easy.
[Brief description of the drawings]
FIG. 1A is a cross-sectional view of an essential part of an embodiment of a coagulation sedimentation apparatus of the present invention, and FIG. 1B is an enlarged cross-sectional view of a raw water supply member taken along line BB of the above.
FIG. 2 is an enlarged cross-sectional view of a raw water supply member similar to FIG. 1 (B) in another embodiment of the coagulation sedimentation apparatus of the present invention.
[Explanation of symbols]
1 Sedimentation tank 2 Sludge blanket layer 3 Drainage pipe 4 Inner cylinder (center column)
5 Raw water supply parts (distributor)
6 Raw water outlet 7 Mud collection member (rake)
DESCRIPTION OF SYMBOLS 10 Flowing means 11 of raw | natural water outlet The inclined bottom plate 11 'as a flowing-down means The lower end 14 of an inclined bottom plate 14 Current plate 15 Interface arm

Claims (5)

沈降槽内の底部のスラッジブランケット層中に、中空で、内部に供給された原水を上記スラッジブランケット層中に排出する原水流出口を備えた原水供給部材を水平に旋回可能に設けたスラッジブランケット型の凝集沈殿装置において、
上記原水流出口は、上記原水供給部材の旋回進行方向に対して原水を斜め後ろ下向きに流下させる流下手段を有し、
上記沈殿槽内の側面には、水平に旋回する原水供給部材の真上に位置する1本又は複数本の界面アームを半径方向内向きに設けたことを特徴とする凝集沈殿装置。
Sludge blanket type in which a raw water supply member provided with a raw water outlet for discharging raw water supplied inside into the sludge blanket layer is horizontally swivelable in the sludge blanket layer at the bottom in the settling tank In the coagulation sedimentation apparatus of
The raw water outlet may have a flow-down means for flow down the raw water obliquely backward downward with respect to the pivot direction of travel of the raw water supply member,
The coagulation sedimentation apparatus according to claim 1, wherein one or a plurality of interface arms positioned directly above a horizontally swirling raw water supply member are provided radially inward on a side surface in the sedimentation tank .
請求項1に記載の凝集沈殿装置において、流下手段は、原水供給部材の旋回進行方向に対して斜め後ろ下向きに傾斜し、傾斜した下端の上に原水流出口が開口する傾斜底板である凝集沈殿装置。  The coagulation sedimentation apparatus according to claim 1, wherein the flow down means is an inclined bottom plate that is inclined obliquely backward and downward with respect to the swirl direction of the raw water supply member, and the raw water outlet is opened on the inclined lower end. apparatus. 請求項2に記載の凝集沈殿装置において、傾斜底板が水平面に対してなす角度は10〜45゜である凝集沈殿装置。  The coagulation sedimentation apparatus according to claim 2, wherein the angle formed by the inclined bottom plate with respect to the horizontal plane is 10 to 45 °. 請求項1から請求項3のどれか1項に記載の凝集沈殿装置において、原水供給部材には、原水流出口の上方の位置に、上記原水供給部材の旋回進行方向に対して後ろ向きに突出する整流板が設けられている凝集沈殿装置。  The coagulation sedimentation apparatus according to any one of claims 1 to 3, wherein the raw water supply member protrudes backward with respect to the direction of swirl of the raw water supply member at a position above the raw water outlet. A coagulation sedimentation device with a baffle plate. 請求項1から請求項4のどれか1項に記載の凝集沈殿装置において、原水供給部材と一体的に水平に旋回する集泥部材を備えている凝集沈殿装置。  The coagulation sedimentation apparatus according to any one of claims 1 to 4, further comprising a mud collection member that pivots horizontally integrally with the raw water supply member.
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