JP6292612B2 - River water clarification method - Google Patents

River water clarification method Download PDF

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JP6292612B2
JP6292612B2 JP2014044640A JP2014044640A JP6292612B2 JP 6292612 B2 JP6292612 B2 JP 6292612B2 JP 2014044640 A JP2014044640 A JP 2014044640A JP 2014044640 A JP2014044640 A JP 2014044640A JP 6292612 B2 JP6292612 B2 JP 6292612B2
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JP2015167911A (en
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波多野 倫
倫 波多野
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日本ソリッド株式会社
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本発明は、河川水を用いて上水を得るための清澄化方法に関する。 The present invention relates to a clarification method for obtaining clean water using river water.

従来、河川水およびダム・湖沼水から上水を得るために種々の上水道システムの提案がなされている。例えば、ダムから放流された水を取水し、沈砂池に導入し、ここで流れてきた砂や粗大ゴミを除去した後、導水トンネルを通して着水井に導入する。この着水井は、原水(河川水)の水量や水位を調節すると共に、消毒などのために塩素剤(次亜塩素酸ソーダ)等を加え、またpH調整のために苛性ソーダを注入する。このように調整された原水は、次に薬品混和池に導入され、ここで原水中の汚濁物質を凝集するために例えばポリ塩化アルミニウム等の凝集剤を添加して撹拌を行う。凝集剤を添加された原水は、次にフロック形成池に導入され、ここで原水を上下にゆるやかに流して撹拌をさせ、汚濁物質を凝集させフロック化を行う。   Conventionally, various water supply systems have been proposed to obtain clean water from river water and dam / lake water. For example, water discharged from a dam is taken, introduced into a sand basin, sand and coarse dust flowing there are removed, and then introduced into a receiving well through a water tunnel. The landing well adjusts the amount and level of raw water (river water), adds a chlorinating agent (sodium hypochlorite) for disinfection, and injects caustic soda for pH adjustment. The raw water thus adjusted is then introduced into the chemical mixing pond, where aggregating agent such as polyaluminum chloride is added and agitated in order to agglomerate the pollutants in the raw water. The raw water to which the flocculant has been added is then introduced into the floc formation pond, where the raw water is gently flowed up and down to stir to coagulate the pollutant and to flock.

フロック形成池で処理された原水は傾斜板沈澱池に導入され、ここでフロックを沈殿させ、上澄みの水を次の急速濾過池に送る。急速濾過池には砂と砂利の濾過層が設けられており、この濾過層を通すことによって傾斜板沈澱池で除去されなかった汚れ等を除去する。急速濾過池で処理され、清澄化された水(上水)は必要により、塩素剤等が注入され、浄水池に導入される。浄水池の上水は送水管を通して市や町の配水池に送水される。   The raw water treated in the floc formation pond is introduced into the inclined plate sedimentation basin, where the floc is settled and the supernatant water is sent to the next rapid filtration pond. The rapid filtration pond is provided with a sand and gravel filtration layer. By passing this filtration layer, dirt and the like that have not been removed in the inclined plate sedimentation basin are removed. If necessary, the clarified water (clean water) processed in the rapid filtration pond is injected with a chlorine agent or the like and introduced into the water purification pond. The water from the clean pond is sent to the city and town reservoirs through the water pipe.

一方傾斜板沈澱池で沈降した汚泥は、排泥池に送られ、ここから濃縮槽に送られ、ここで汚泥を濃縮する。濃縮された汚泥は天日乾燥床または脱水機に送られ乾燥させ、水分は河川に放流される。   On the other hand, the sludge settled in the sloping plate sedimentation pond is sent to the waste mud pond and sent from here to the concentration tank, where the sludge is concentrated. The concentrated sludge is sent to a sun drying bed or dehydrator to be dried, and the water is discharged into the river.

また前記上水道システムにおいて、傾斜板沈澱池の改良として、池内水と流入する原水との間に水温差が生じ、対流現象を起こす恐れのある沈降分離装置において、原水流入部近傍にシート状膜を原水の水流方向に対して直角に横断するように直列させ、前記直列させたシート状膜の後方に間隔を設けて、水面下に多条区画展張することを特徴とする沈降分離装置が提案されている(特許文献1)。   In addition, in the water supply system, as an improvement of the inclined plate sedimentation pond, a sheet-like membrane is formed in the vicinity of the raw water inflow section in a sedimentation separation device that may cause a convection phenomenon due to a difference in water temperature between the pond water and the inflowing raw water. A sedimentation and separation apparatus is proposed, which is arranged in series so as to cross at right angles to the water flow direction of the raw water, and is provided with a space behind the series of sheet-like membranes so as to extend multiple strips below the water surface. (Patent Document 1).

特許文献1 特開2013−85998号公報   Patent Document 1 JP 2013-85998 A

しかしながら傾斜板沈澱池の場合、傾斜板は低濁度の場合には良いが、原水が降雨や崖崩れ等で高濁度になると、固液分離の沈降は困難であった。
すなわち、降雨等により河川水の濁度が高くなると傾斜板内の沈降が傾斜板壁面の圧力によって下層部に行くしたがって濁質濃度が高くなり、沈降速度が遅くなる現象が生じる。これは本来固液分離するべき沈降状況が変化して、求める沈降面積および沈降速度が得られないことによるものである。更に傾斜板上段部から沈降してくる粒子群によって干渉沈降状態が続くと停滞し、連接する傾斜板の間隙部が閉塞してしまい、後段の濾過機の洗浄頻度が増し、上水道システムを休止せざるを得なくなり、ひいては上水の供給が不可能になってしまうことになった。この問題点を解決するために特許文献1の技術が開発され、高濃度濁度の河川水においても傾斜板の閉塞を防止することができたが、一方傾斜板沈澱池の汚泥量が増大し、濃縮層の処理が対応できず結果的に上水道システムを休止せざるを得なかった。
そこで本発明者は既設の上水道システムを用いて濁度の高い河川水の場合においても連続して上水道システムを運用し得る方法について種々研究を重ねた結果本発明を完成するに至った。
However, in the case of the inclined plate sedimentation basin, the inclined plate is good when the turbidity is low, but when the raw water becomes high turbidity due to rainfall or landslide, it is difficult to settle the solid-liquid separation.
That is, when the turbidity of river water becomes high due to rain or the like, sedimentation in the inclined plate goes to the lower layer due to the pressure on the inclined plate wall surface, so that the turbidity concentration increases and the sedimentation rate becomes slow. This is due to the fact that the sedimentation condition that should be solid-liquid separated changes and the desired sedimentation area and sedimentation speed cannot be obtained. Furthermore, if the interference sedimentation state continues due to the particles that have settled from the upper stage of the inclined plate, it stagnates, and the gap between the connected inclined plates closes, increasing the frequency of washing of the subsequent filter and pausing the water supply system. As a result, the supply of clean water became impossible. In order to solve this problem, the technology of Patent Document 1 was developed, and it was possible to prevent the clogging of the inclined plate even in high concentration turbidity river water, but the sludge amount in the inclined plate settling basin increased. As a result, the treatment of the concentrated layer could not be handled, and as a result, the water supply system had to be stopped.
Therefore, the present inventor has completed the present invention as a result of conducting various studies on a method for continuously operating the water supply system even in the case of river water with high turbidity using the existing water supply system.

すなわち、本発明は、河川水を薬品混和池で凝集剤を添加した後、フロック形成池に導入して汚濁物質をフロック化させ、次いで傾斜板沈澱池内に水流傾斜板によって、ます形に区画し、高濃度化した接触・濾過機能を有するスラッジ・ブランケット部を設け、その下流側に傾斜板を設けた傾斜板沈澱池に導入し、傾斜板沈澱池に沈降した汚泥を該傾斜板沈澱池の底部から排砂管によって排泥池に導入し、この汚泥水を、水流傾斜板で円形状に多重展張された濃縮槽に導入して汚泥の濃縮を行った後、天日乾燥床または脱水機へ、一方傾斜板沈澱池の上澄水は濾過層を有する急速濾過池に導入し、該濾過層を通過した上水を浄水池に導入する、河川水の清澄化方法である。 That is, in the present invention, after adding flocculant in the chemical mixing pond to the river water, it is introduced into the floc-forming pond to flock the pollutants, and then the water is inclined into the sloping plate sedimentation basin by the water-flow inclined plate. The sludge / blanket part having a contact / filtration function with a high concentration is installed, and the sludge settled in the inclined plate sedimentation basin is introduced into the inclined plate sedimentation basin provided with the inclined plate downstream thereof. After introducing the sludge water from the bottom into the sludge pond by a sand pipe and introducing this sludge water into a concentrating tank that has been extended in a circular shape with a water flow inclined plate, the sludge is concentrated, and then a sun drying bed or dehydrator On the other hand, the supernatant water of the inclined plate sedimentation basin is introduced into a rapid filtration pond having a filtration layer, and the water that has passed through the filtration layer is introduced into the water purification pond.

本発明方法によれば、傾斜板沈澱池に水流傾斜板によるスラッジ・ブランケット部を設けることにより、水流傾斜板を設けた沈澱池前段で高濃度になる為、沈降する汚泥は沈澱池の前段に集中させることができ、それによって水面積増加、水域秩序・整流、初期沈降濃度の向上、多粒子群の形成、短絡流の防止、薬注量の削減、濾過機の洗浄頻度の削減を行うことができる。
また濃縮槽に水流傾斜板を設けることによって初期沈降を促進して固液分離を計ることができるので多量の汚泥を処理することができる。
According to the method of the present invention, by providing a sludge / blanket part with a water flow inclined plate in the inclined plate settling basin, the concentration becomes high in the preceding stage of the settling basin provided with the water flow inclined plate. Concentrate, thereby increasing water area, water area ordering and rectification, improving initial sedimentation concentration, forming multi-particle groups, preventing short circuit flow, reducing chemical injection volume, and reducing filter washing frequency Can do.
Further, by providing a water flow inclined plate in the concentration tank, initial sedimentation can be promoted and solid-liquid separation can be measured, so that a large amount of sludge can be treated.

このように本発明は、傾斜板沈澱池及び濃縮槽における問題点を同時に解決することによって河川水の濁度の変化によっても上水道システムを休止することなく、常に運行ができるもので上水道の供給の休止と云う実体を解消することができる。 As described above, the present invention solves the problems in the inclined plate sedimentation basin and the concentration tank at the same time, and can always operate without stopping the water supply system due to changes in turbidity of river water. The entity called pause can be resolved.

水流傾斜板の一例を示す正面図Front view showing an example of a water current inclined plate 傾斜板沈澱池の平面図Top view of sloping plate sedimentation pond 傾斜板沈澱池の縦断面図Longitudinal section of inclined plate sedimentation pond 濃縮槽の平面図Top view of the concentration tank 濃縮槽の縦断面図Longitudinal section of the concentration tank 本発明の河川水の処理方法を示すフロー図Flow chart showing the river water treatment method of the present invention

まず本発明方法の装置に使用する水流傾斜板について説明する。
図1は、水流傾斜板1を直列に展張した正面図である。水流傾斜板1は、フロート2の下部に可撓性または剛性の垂下板3を有し、垂下板3の下端部に必要によりウエイト4を設ける。そして垂下板3の幅は、フロート2の幅より狭く、フロート2を直列に連接することにより、水面部は、隣接するフロート2間に間隙がなく、水の流れを止めると共に、寄り戻す力が働き、逆の流れが発生する。水中部は隣接する垂下板3間に間隙を有するので原水が容易に通過することができる。
また水流傾斜板1は、前記したフロート2の代わりに展張する装置の水面部近傍にH型鋼等の鋼材を用いて、垂下板3を吊下する支持枠を固定し、この支持枠に隣接する垂下板3間に間隙を有するようにして所望の形状に吊下する。
本発明に使用する可撓性の垂下板3としては、キャンバスシート、PVAターポリンシート、EVAターポリンシート、ゴムターポリンシート、ネット膜等が揚げられる。また剛性の垂下板3としては、塩ビ製板、ポリエチレン製板等の樹脂製の板、或いはステンレス製板、チタン製板等の金属製の板が揚げられる。
First, the water flow inclined plate used in the apparatus of the present invention will be described.
FIG. 1 is a front view in which water flow inclined plates 1 are stretched in series. The water flow inclined plate 1 has a flexible or rigid hanging plate 3 at the lower part of the float 2, and a weight 4 is provided at the lower end of the hanging plate 3 as necessary. The width of the hanging plate 3 is narrower than the width of the float 2, and by connecting the floats 2 in series, the water surface portion has no gap between the adjacent floats 2, and the water flow is stopped and returned to the surface. The reverse flow occurs. Since the underwater portion has a gap between the adjacent hanging plates 3, the raw water can easily pass therethrough.
Moreover, the water flow inclination board 1 fixes the support frame which suspends the drooping board 3 using steel materials, such as H-shaped steel, near the water surface part of the apparatus extended instead of the above-mentioned float 2, and adjoins this support frame. It is suspended in a desired shape with a gap between the hanging plates 3.
Examples of the flexible hanging plate 3 used in the present invention include a canvas sheet, a PVA tarpaulin sheet, an EVA tarpaulin sheet, a rubber tarpaulin sheet, and a net film. Moreover, as the rigid drooping board 3, resin boards, such as a vinyl chloride board and a polyethylene board, or metal boards, such as a stainless steel board and a titanium board, are fried.

図2は、傾斜板沈澱池の平面図を示すものである。傾斜板沈澱池のフロック形成池側の既設の傾斜板を取り外し、そこに水流傾斜板1をます形に展張したものである。図2においては、河川水の流れ方向に6個のます形を構成するように設置した場合を示したが、このます形の数は、河川水の濁度等を考慮して適宜選択することができる。
図3は図2の断面図を示したものである。
FIG. 2 shows a plan view of the inclined plate sedimentation basin. The existing inclined plate on the floc formation pond side of the inclined plate settling basin is removed, and the water flow inclined plate 1 is further expanded in the shape. Fig. 2 shows the case where 6 square shapes are installed in the flow direction of river water. The number of square shapes should be selected as appropriate considering the turbidity of river water. Can do.
FIG. 3 is a sectional view of FIG.

次に本発明方法に用いる濃縮槽について説明する。
図4は汚泥掻き寄せ機5付の濃縮槽の平面図を示したものである。図に示すように水流傾斜板1を六角形状に多重展張した場合を示したものである。そして水流傾斜板1を何条展張するかについては汚泥の濃度等のよって適宜選択すればよい。図5は図4の概略図である。
Next, the concentration tank used in the method of the present invention will be described.
FIG. 4 shows a plan view of a concentration tank with a sludge scraper 5. As shown in the figure, a case is shown in which the water flow inclined plate 1 is multi-stretched in a hexagonal shape. And how many strips of the water flow inclined plate 1 should be extended may be appropriately selected depending on the concentration of sludge and the like. FIG. 5 is a schematic diagram of FIG.

次に本発明の河川水の清澄化方法について図6を参照しながら説明する。
取水堰6から河川水を沈砂池7に導入して河川水と共に流れてきた砂や大きなゴミを除去する。その後導水管8によって着水井9に導入し、ここで消毒などのために塩素剤を添加し、またpH調整のため苛性ソーダを添加する。着水井9で処理された河川水は導管10を通って薬品混和池11に導入される。薬品混和池11では攪拌機12によって撹拌されながら、ポリ塩化アルミニウム等の凝集剤が添加され、導管13を通ってフロック形成池14に導入される。フロック形成池14は河川水が上下流するように上下から一部隔壁15が設けられている。ここで汚濁物質はフロック化し、沈降しやすい塊となる。次に河川水は傾斜板沈澱池16に導入され、はじめに水流傾斜板1が設けられたスラッジ・ブランケット部17を通り、次いで傾斜板18を通過しながらフロックを傾斜板沈澱池16の底部に集める。傾斜板沈澱池16に溜まった汚泥は排泥管19を通して排泥池20に導入される。排泥池20に入った汚泥は攪拌機21によって撹拌され分散された状態で導管22を介して濃縮槽23に導入される。濃縮槽23には水面から水流傾斜板1が六角形に多重展張されていることから、初期沈降が促進され好適な固液分離を計ることができる。濃縮槽23で処理された汚泥水は導管24を介して天日乾燥床25に導入され、上澄水は河川に放流し、濃縮された汚泥は自然乾燥または脱水する。
Next, the river water clarification method of the present invention will be described with reference to FIG.
River water is introduced into the sand basin 7 from the intake weir 6 to remove sand and large debris flowing along with the river water. Thereafter, the water is introduced into the landing well 9 through the water conduit 8, where a chlorinating agent is added for disinfection and caustic soda is added for pH adjustment. River water treated in the landing well 9 is introduced into the chemical mixing basin 11 through the conduit 10. In the chemical mixing pond 11, a flocculant such as polyaluminum chloride is added while being stirred by the stirrer 12, and introduced into the floc forming pond 14 through the conduit 13. The flock formation pond 14 is provided with a partition wall 15 from above and below so that the river water is upstream and downstream. Here, the pollutant is flocked and becomes a lump that tends to settle. Next, the river water is introduced into the inclined plate sedimentation basin 16 and first passes through the sludge / blanket portion 17 provided with the water flow inclined plate 1 and then passes through the inclined plate 18 to collect the flock at the bottom of the inclined plate sedimentation basin 16. . Sludge collected in the inclined plate sedimentation basin 16 is introduced into the mud basin 20 through the sludge pipe 19. The sludge that has entered the sludge pond 20 is introduced into the concentration tank 23 through the conduit 22 in a state of being stirred and dispersed by the stirrer 21. In the concentrating tank 23, since the water flow inclined plate 1 is multi-stretched in a hexagonal shape from the water surface, initial sedimentation is promoted and suitable solid-liquid separation can be measured. The sludge water treated in the concentration tank 23 is introduced into the sun drying bed 25 through the conduit 24, the supernatant water is discharged into the river, and the concentrated sludge is naturally dried or dehydrated.

一方傾斜板沈澱池16で処理された上澄水は導管26を介して急速濾過池27に導入され、砂と砂利からなる濾過層28で濾過された後導管29を介して浄水池30に送水する。浄水池30の処理された上水は、送水管によって増圧ポンプ場、量水所を介して市町村の配水池に送水される。そして該配水池から各家庭に上水が供給される。 On the other hand, the supernatant water treated in the inclined plate sedimentation basin 16 is introduced into the rapid filtration basin 27 through the conduit 26, filtered through the filtration layer 28 made of sand and gravel, and then sent to the clean water basin 30 through the conduit 29. . The treated water from the water purification basin 30 is fed by a water pipe to a distribution reservoir in a municipality via a pressure-intensifying pump station and a water supply station. Water is then supplied from the distribution reservoir to each household.

1・・・・・水流傾斜板
2・・・・・フロート
3・・・・・可撓性または剛性の垂下板
16・・・・・傾斜板沈澱池
22・・・・・濃縮槽
DESCRIPTION OF SYMBOLS 1 ... Water flow inclination board 2 ... Float 3 ... Flexible or rigid hanging board 16 ... Inclination board sedimentation basin 22 ... Concentration tank

Claims (1)

河川水を薬品沈澱池で凝集剤を添加した後、フロック形成池に導入して汚濁物質をフロック化させ、次いで傾斜板沈澱池内に、フロートの下部に可撓性または剛性の垂下板を有する水流傾斜板によって、ます形に区画したスラッジ・ブランケット部を設け、その下流側に傾斜板を設けてなる傾斜板沈澱池に導入し、傾斜板沈澱池に沈降した汚泥を該傾斜板沈澱池の底部から排砂管によって排泥池に導入し、この汚泥水を、前記水流傾斜板で円形状に多重展張された濃縮槽に導入して汚泥の濃縮を行った後天日乾燥床または脱水機へ、一方傾斜板沈澱池の上澄水は濾過槽を有する急速濾過池に導入し、該濾過槽を通過した上水を浄水池に導入することを特徴とする河川水の清澄化方法。 After adding the flocculant in the chemical sedimentation pond to the river water, it is introduced into the floc formation pond to flock the pollutants, and then the water flow with a flexible or rigid drooping plate at the bottom of the float in the sloping plate sedimentation pond. The sludge blanket section divided into the shape by the inclined plate is installed, and the sludge settled in the inclined plate settling basin is introduced into the inclined plate settling basin provided with the inclined plate on the downstream side. And then introduced into a sludge pond by a sand drain pipe, and this sludge water is introduced into a concentration tank that is multi-stretched in a circular shape with the water flow inclined plate to concentrate the sludge, and then to a sun drying bed or dehydrator, On the other hand, the river water clarification method is characterized in that the supernatant water of the inclined plate sedimentation basin is introduced into a rapid filtration pond having a filtration tank, and the clean water that has passed through the filtration tank is introduced into the water purification pond.
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