JP3723439B2 - Water treatment equipment - Google Patents

Water treatment equipment Download PDF

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JP3723439B2
JP3723439B2 JP2000301773A JP2000301773A JP3723439B2 JP 3723439 B2 JP3723439 B2 JP 3723439B2 JP 2000301773 A JP2000301773 A JP 2000301773A JP 2000301773 A JP2000301773 A JP 2000301773A JP 3723439 B2 JP3723439 B2 JP 3723439B2
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water
water treatment
bottom plate
treated
buoyancy
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JP2002102840A (en
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義信 伊澤
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義信 伊澤
山▲崎▼ 明彦
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

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Description

【0001】
【発明の属する技術分野】
本発明は、水処理用装置に関し、詳しくは、海、河川及び湖沼といった広い領域の水の処理を低コストに行うことのできる新規な水処理用装置に関する。
【0002】
【従来の技術】
従来、河川や湖沼といった広い領域の水の浄化等の処理を行うためには、河川や湖沼から原水をポンプ等の適宜の取水手段を用いて陸上に設備された処理施設へ取り出し、該処理施設によって浄化処理を行った後に、再びポンプ等の適宜の排水手段を用いて処理水を戻すようにしている。
【0003】
このため、処理施設として大掛かりな関連設備並びに施設が必要であり、それに応じて広大な設備用地を必要とし、また設置工事も必然的に大掛かりなものとなり、更には移送のための動力コストも大きくならざるを得ないものであった。
【0004】
【発明が解決しようとする課題】
そこで、本発明は、海、河川及び湖沼といった広い領域の水の処理を極めて簡易な設備で且つ低動力コストで可能とする新規な水処理用装置を提供することを課題とする。
【0005】
【課題を解決するための手段】
上記課題は以下の構成によって解決される。
【0006】
1.被処理水中に浸漬される側周壁の上方に原水の入口及び処理水の出口をそれぞれ設けると共に、該側周壁の上部に天板を設け且つ下端に柔軟性シートを介して底板を上下移動可能に取り付けて上記天板、側周壁、底板及び柔軟性シートで囲繞された水処理室を形成し、上記底板に給排気手段と接続して膨張及び収縮可能な浮力調整袋を設け、該浮力調整袋を膨張させることで底板を浮力により上動させて水処理室内の処理水を排出させ、浮力調整袋を収縮させることで底板を自重により下動させて水処理室内に原水を導入可能としたことを特徴とする水処理用装置。
【0007】
2.前記側周壁は、内部に空気が充填された浮力袋を用いて形成されていることを特徴とする上記1記載の水処理用装置。
【0008】
3.前記底板上に撹拌機が設けられていることを特徴とする上記1又は2記載の水処理用装置。
【0009】
4.前記側周壁における処理水の出口側に、前記処理室と同一構成からなる処理水貯留室を連接し、処理室から排出された処理水を貯留するようにしたことを特徴とする上記1、2又は3記載の水処理用装置。
【0010】
5.上記1〜4のいずれかに記載の水処理用装置を、複数基並設してなることを特徴とする水処理用装置。
【0011】
【発明の実施の形態】
以下、本発明の実施の形態を図面に基づいて説明する。
【0012】
図1は本発明に係る水処理用装置を示す斜視図であり、水処理用装置1は、平面視矩形状の側周壁11の上部に天板12を設けて被蓋すると共に、該側周壁11の下端に柔軟性シート14を介して底板13を取り付けることによって、上記天板12、側周壁11、底板13及び柔軟性シート14で囲繞された水処理室10を形成している。
【0013】
側周壁11は、塩ビパイプ等を用いて構築した骨組みに壁材を張設して上方及び下方が開放した周壁面を形成し、水処理室10の上半部の壁面を構成している。壁材を構成する材質としては、後述するように被処理水中に浸漬させる関係から、水密性を維持し得ると共に耐水性に優れた材質であれば特に問わず、塩化ビニル樹脂シート、ポリエステル樹脂シート、ポリエチレン樹脂シート等の他、これらの樹脂シートを用いた積層シートを用いることもできる。
【0014】
また、側周壁11は、内部に空気が充填された浮力袋や内部に水が充填された水袋を用いて形成されていることも好ましく、これにより側周壁11自体が水中に浮遊し、被処理水の水位の増減により水面位置に上下変動があっても、水処理用装置1は側周壁11の浮力によって水面位置に追従して上下するため、その設置位置を水位に応じて逐一変更させるような煩わしさがない。
【0015】
上記浮力袋や水袋としては、塩化ビニル樹脂等の可撓性シートによって形成された袋材に空気や水を充填して骨組み間の壁面を構成してもよいし、骨組みの周囲に上記同様の可撓性シートによって形成されたパイプ状の袋材に空気や水を充填して囲繞し、それら空気袋或いは水袋間に樹脂シート等の適宜の壁材を張設するようにしてもよい。
【0016】
天板12は、側周壁11の上方を被蓋して、水処理室10内の処理水と外部の原水(被処理水)との接触を絶ち、更にゴミ等の異物が水処理室10内に入り込むのを防ぐと共に、臭気の放出を防ぎ、衛生的な環境を維持するようになっている。かかる天板12としては、軽量化及び浮力を付与する観点から、内部に空気が充填された浮力袋によって形成する他、発泡合成樹脂材を板状に成形することによって形成することができる。
【0017】
底板13は、側周壁11の平面形状と略同一形状で且つ該側周壁11の平面形状よりも若干小さく形成された平板からなる。底板13の材質としては、硬質塩化ビニル等の合成樹脂板、ステンレス等の金属板等を用いることができる。金属板の表面には、塩化ビニル又はフッ素樹脂で表面コーティングを施してもよい。
【0018】
底板13には、図2に示すように、浮力調整袋17が設けられている。浮力調整袋17は図示しない給排気手段と接続しており、該給排気手段による空気の給排気動作により膨張及び収縮可能に構成されている。この底板13は、後述するように被処理水の水面下に位置するため、浮力調整袋17を膨張させることで浮力が付与され、その浮力により水中を上動する。この上動時においては、底板13は側周壁11の平面形状よりも若干小さく形成されているため、側周壁11の内面と若干の隙間を有して該側周壁11内に収容される(図5の1Aにおける▲1▼の状態参照)。また、底板13は、浮力調整袋17を収縮させることで水中を自重により図1に示す状態まで下動するようになっている。
【0019】
図示する浮力調整袋17は、底板13の上面に設けられているが、底板13の下面であってもよく、上面及び下面の両方に設けられていてもよい。また、図示する態様では、浮力調整袋17は底板13の周縁に沿うように平面視略ドーナツ状に形成されているが、その平面形状は任意である。
【0020】
底板13上面の略中央には撹拌機18が設けられており、水処理室10内の処理水を所定速度で撹拌可能としている。この撹拌機18には水中ミキサーが用いられる。
【0021】
柔軟性シート14は、側周壁11の下端と上記底板13の周縁とに亘って張設されており、これによって水処理室10の下半部の壁面を構成している。この柔軟性シート14は、それ自身が柔軟性を有することで容易に撓み、これにより該柔軟性シート14の下端に接続された底板13を、上記の通り浮力調整袋17の膨張及び収縮によって上下移動可能としている。この柔軟性シート14の材質としては、耐水性及び耐薬品性を有する軟質合成樹脂材、例えばポリエステル合成シート、ポリエチレン合成シート等を用いることができる。
【0022】
図1において、15は側周壁11の上方に設けられた原水を水処理室10内に導入するための原水入口、16は側周壁11の上方において上記原水入口15と対向する壁面に設けられ、水処理室10内の処理水を水処理室10外へ排出するための処理水出口である。
【0023】
これら原水入口15及び処理水出口16の開閉は、例えば図3に示すように、原水入口15及び処理水出口16に形成された管部19内に、図示しない給排気手段により空気の給排気が行われることで膨張及び収縮可能な弁袋20を内挿して開閉弁を構成し、該弁袋20を膨張させることで管部19内を密閉して原水又は処理水の流通を遮断し、収縮させることで管部19内面と弁袋20外面との間に隙間を形成して原水又は処理水の流通が可能となるようすることができる。この給排気手段としては、浮力調整袋17へ空気の給排気を行うための給排気手段を兼用することが好ましい。
【0024】
かかる水処理用装置1の使用に際しては、側周壁11の原水入口15及び処理水出口16が被処理水の水面と略同位置となるように被処理水中に浸漬することにより被処理水の水処理を行う。ここで被処理水としては、河川や湖沼の水、海水が挙げられる。また、ここで湖沼とは、湖、沼に限らず、池や堀をも含む。
【0025】
更に、本発明において水処理とは、河川や湖沼の水の浄化、海水の脱塩処理の前処理等をいい、本発明に係る水処理用装置1は、かかる処理を行う場合に有効に機能する。
【0026】
かかる処理を行うため、本発明に係る水処理用装置1は単独で使用してもよいが、図4に示すように、処理量に応じて、各原水入口15及び処理水出口16がそれぞれ同一側に面するように複数基並設して使用することも好ましい。このように水処理用装置1の並設数を増加させるだけで、処理量の増加に容易に対応可能である。なお、同図において水処理用装置を1A〜1Dの4基並設した例を示しているが、並設数は何ら限定されない。また、隣接する水処理用装置同士は図示するように密接状でもよいし、若干の隙間を有して離間して配置されていてもよい。15A〜15Dは各水処理用装置1A〜1Dの原水入口を示す。また、21は水処理用装置1A〜1D全体を係留するためのアンカーである。
【0027】
図5に、かかる水処理用装置1の動作について、水中のSSを除去する場合を例にとって説明する。ここでは図4に示す4基の水処理用装置1A〜1Dを示しているが、各装置において動作は同一であるため、代表して水処理用装置1Aについて説明する。なお、各装置1A〜1Dの処理動作は、図中▲1▼から▲4▼の順(図示上から下)に沿って行われる。
【0028】
まず、原水入口15を開放して水処理室10内への原水の流通を可能とする。ここでは底板13は、水処理室10内において上動して最上端に位置しているため、該底板13の浮力調整袋17内に充満されている空気を排気させて底板13をその自重によって下動させ、水処理室10の内容積を増加させて原水を収容する(図5▲1▼)。
【0029】
底板13が最下端まで下動して原水が水処理室10の限度水量まで満たされると、原水入口15を遮断して処理を行う。原水の処理は、撹拌機18を回転駆動させることによって所定時間凝集撹拌処理を行う(図5▲2▼)。この撹拌処理において、凝集剤は原水入口15より原水の導入と同時に供給すればよい。
【0030】
所定時間の撹拌処理の後、撹拌機18を停止させて静止状態とし、原水中の汚泥を沈降させて上澄みの処理水と分離する(図5▲3▼)。
【0031】
沈降分離の後、処理水出口16を開放して処理水の流通を可能とすると共に、底板13の浮力調整袋17内に空気を充満させて底板13に浮力を付与し、該浮力を利用して水処理室10内において底板13を上動させる(図5▲4▼)。この底板13の上動に応じて、水処理室10内の処理水(上澄み水)は処理水出口16から外部へ排出され、底板13が最上端に位置するまで処理水の排出が行われる。このとき、処理水は底板13の上動によって下から押し上げられて排出されるため、必ず最初に上済みの処理水が排出され、沈降汚泥量にかかわらず常に清明な処理水を排出することができる。処理水の排出の後は、沈降した汚泥を抜き出す。
【0032】
次いで、処理水出口16を遮断すると共に原水入口15を流通可能として、最初の行程に戻り、以後、上記行程を繰り返していく。
【0033】
このように本発明に係る水処理用装置1によれば、原水の供給から撹拌処理、沈降分離、処理水の排出までの一連の処理を被処理水の水中において行うことができる。従って、大掛かりな処理設備を必要とせず、設備工事も簡略化できる。しかも、被処理水中に直接浸漬させるため、陸上に殊更に設備用地を必要としないで済む。また、原水の導入及び処理水の排出のための底板13の上下動を、浮力調整袋17に空気を供給及び排気させるだけの一時的な作業のみで行い、ポンプ等の移送手段を継続的に使用するようなことがないため、動力コストも大幅に低減させることが可能であり、その結果、電力源として風力発電や太陽光発電の利用を可能とし、徹底した省エネ対策を採ることができるようになる。これにより簡易に設置可能であることと相俟って、電力設備を持たない地域での利用も可能である。
【0034】
なお、図5に示すように複数基の水処理用装置を並設した場合、各装置1A〜1Dの行程タイミングをずらして処理を行うことが好ましい。即ち、図5▲1▼の行程において、水処理用装置1Aが原水の供給を行っているとき、水処理用装置1Bでは原水の撹拌沈降処理を行い、水処理用装置1Cでは静止状態として沈降分離処理を行い、水処理用装置1Dでは処理水の排出を行うようにし、以後、図5▲2▼〜▲4▼の各行程においても各水処理用装置1A〜1Dはタイミングの異なる処理を行うようにしている。これにより、図示しない給排気手段は、いずれかの水処理用装置の底板13の浮力調整袋17の空気の給排気動作を行えばよく、全ての水処理用装置の底板13の浮力調整袋17に対して同時に給排気動作を行わなくて済むため、給排気を行うためのコンプレッサー等の駆動力を殊更大きくする必要がなく、省エネ対策に一層有効である。
【0035】
本発明に係る水処理用装置1は、図6に示すように、原水入口15が上流側に位置するように河川100の水中に浸漬することで、河川100の水の処理を行うことができる。即ち、河川100の原水を水処理用装置1に導入して処理を行った後、処理水を再び下流側に排出して戻すことで下流側の水中のSS濃度を上流側よりも低減させることができる。水処理用装置1は、複数基を1ユニットとして、河川100の流れ方向に間隔をおいて複数ユニット設置するようにすれば、更に河川100の浄化に有効である。なお、図中22は、陸上に設置されたコントロールユニットであり、給排気手段を備え、底板13の浮力調整袋17や原水入口15及び処理水出口16の弁袋20への空気の供給及び排気を制御する。
【0036】
図7は水処理用装置1を湖沼101に設置した場合である。水処理用装置1を湖沼101の水中に浸漬し、該湖沼101の原水を水処理用装置1に導入して処理を行った後、処理水を再び湖沼101に排出して戻すことで、湖沼101の水中のSS濃度を徐々に低減させることができる。水処理用装置1は、複数基を1ユニットとして、湖沼101の広さに応じて複数ユニット設置するようにしてもよい。
【0037】
湖沼101が、例えば図8に示すように中島101a等を有するような場合、水処理用装置1を介在させることで、該水処理用装置1を挟んで湖沼101を原水側と処理水側とに分けることができ、効率的な処理が可能である。また、堀の場合も同様にして効率的に処理することができる。
【0038】
図9は水処理用装置1を海の港湾部102に設置した場合である。水処理用装置1を港湾部102の水中に浸漬し、該港湾部102の原水を水処理用装置1に導入して処理を行った後、処理水を再び港湾部102に排出して戻すことで、港湾部102の水中のSS濃度を徐々に低減させることができる。水処理用装置1は、複数基を1ユニットとして、港湾部102の広さに応じて複数ユニット設置してもよい。
【0039】
図10は、水処理用装置1の別の態様を示す側面図である。この態様において、水処理室10を形成している側周壁11の処理水出口16側に、排出された処理水を貯留する処理水貯留室23を連接している。
【0040】
この処理水貯留室23は、側周壁11、天板12、底板13及び柔軟性シート14によって構成される前記水処理室10と同一構成からなり、該水処理室10と一体となって同様に被処理水中に浸漬され、水処理室10内の処理水を受け入れて一時的に貯留させる。処理水貯留室23内に貯留された処理水は必要に応じて取り出し、更に別の処理設備に移送して処理を行ったり、中水として有効利用することができる。
【0041】
なお、以上の説明では、原水に凝集剤を混入して処理を行うものについて説明したが、活性汚泥を利用して原水の処理を行うようにしてもよい。
【0042】
また、水処理用装置1の平面形状は矩形状に限らず、円形状等でもよく、任意である。
【0043】
【発明の効果】
本発明によれば、海、河川及び湖沼といった広い領域の水の処理を極めて簡易な設備で且つ低動力コストで可能とする新規な水処理用装置を提供することができる。
【図面の簡単な説明】
【図1】水処理用装置の構造を示す分解斜視図
【図2】底板の構造を示す斜視図
【図3】原水入口及び処理水出口の構造例を示す断面図
【図4】水処理用装置の使用例を示す正面図
【図5】水処理用装置の動作を説明する図
【図6】水処理用装置の適用例を示す図
【図7】水処理用装置の適用例を示す図
【図8】水処理用装置の適用例を示す図
【図9】水処理用装置の適用例を示す図
【図10】水処理用装置の別の態様の使用状態を示す側面図
【符号の説明】
1:水処理用装置
10:水処理室
11:側周壁
12:天板
13:底板
14:柔軟性シート
15:原水入口
16:処理水出口
17:浮力調整袋
18:撹拌機
19:管部
20:弁袋
21:アンカー
22:コントロールユニット
23:処理水貯留室
100:河川
101:湖沼
102:港湾部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a water treatment apparatus, and more particularly, to a novel water treatment apparatus capable of treating a wide area of water such as seas, rivers, and lakes at low cost.
[0002]
[Prior art]
Conventionally, in order to purify water in a wide area such as rivers and lakes, raw water is extracted from rivers and lakes to a treatment facility installed on land using an appropriate water intake means such as a pump. After the purification process is performed, the treated water is returned again using an appropriate drainage means such as a pump.
[0003]
For this reason, large-scale related facilities and facilities are required as a processing facility, and a large facility site is required accordingly, installation work is inevitably large, and the power cost for transfer is large. It was unavoidable.
[0004]
[Problems to be solved by the invention]
Then, this invention makes it a subject to provide the novel water treatment apparatus which enables the process of the water of the wide area | regions, such as the sea, a river, and a lake, with a very simple installation and low power cost.
[0005]
[Means for Solving the Problems]
The above problem is solved by the following configuration.
[0006]
1. An inlet of raw water and an outlet of treated water are provided above the side peripheral wall immersed in the water to be treated, a top plate is provided at the top of the side peripheral wall, and the bottom plate can be moved up and down via a flexible sheet at the lower end. A water treatment chamber surrounded by the top plate, the side wall, the bottom plate and the flexible sheet is formed, and a buoyancy adjustment bag that can be expanded and contracted by connecting to the air supply / exhaust means is provided on the bottom plate. By expanding the bottom plate, the bottom plate is moved up by buoyancy to discharge the treated water in the water treatment chamber, and by shrinking the buoyancy adjustment bag, the bottom plate can be moved down by its own weight and raw water can be introduced into the water treatment chamber. Water treatment equipment characterized by
[0007]
2. 2. The water treatment apparatus according to 1 above, wherein the side peripheral wall is formed using a buoyancy bag filled with air.
[0008]
3. 3. The water treatment apparatus according to 1 or 2 above, wherein a stirrer is provided on the bottom plate.
[0009]
4). The above-mentioned 1, 2 characterized in that a treated water storage chamber having the same configuration as that of the treatment chamber is connected to the treated water outlet side of the side peripheral wall so as to store the treated water discharged from the treatment chamber. Or the apparatus for water treatment of 3.
[0010]
5. A water treatment apparatus comprising a plurality of the water treatment apparatuses according to any one of 1 to 4 above.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
[0012]
FIG. 1 is a perspective view showing a water treatment apparatus according to the present invention. The water treatment apparatus 1 is provided with a top plate 12 on an upper part of a side peripheral wall 11 having a rectangular shape in plan view and is covered with the top wall. The bottom plate 13 is attached to the lower end of the base plate 11 via the flexible sheet 14, thereby forming the water treatment chamber 10 surrounded by the top plate 12, the side peripheral wall 11, the bottom plate 13 and the flexible sheet 14.
[0013]
The side peripheral wall 11 forms a peripheral wall surface in which a wall material is stretched on a framework constructed using a PVC pipe or the like, and an upper portion and a lower portion are open, and constitutes a wall surface of an upper half portion of the water treatment chamber 10. The material constituting the wall material is not particularly limited as long as it is a material that can maintain water tightness and is excellent in water resistance because of being immersed in the water to be treated as described later, a vinyl chloride resin sheet, a polyester resin sheet. In addition to polyethylene resin sheets and the like, laminated sheets using these resin sheets can also be used.
[0014]
The side peripheral wall 11 is also preferably formed using a buoyancy bag filled with air inside or a water bag filled with water inside, so that the side peripheral wall 11 itself floats in the water and is covered. Even if the water surface position fluctuates up and down due to the increase or decrease in the water level of the treated water, the water treatment apparatus 1 moves up and down following the water surface position by the buoyancy of the side peripheral wall 11, so that the installation position is changed one by one according to the water level. There is no such annoyance.
[0015]
As the buoyancy bag or water bag, the wall material between the frames may be formed by filling air or water into a bag material formed of a flexible sheet such as a vinyl chloride resin, or similar to the above around the frame A pipe-shaped bag material formed by the flexible sheet may be filled with air or water, and an appropriate wall material such as a resin sheet may be stretched between the air bag or the water bag. .
[0016]
The top plate 12 covers the upper side of the side peripheral wall 11 to cut off the contact between the treated water in the water treatment chamber 10 and the external raw water (treated water), and foreign substances such as dust are further contained in the water treatment chamber 10. In addition to preventing entry, it also prevents odor emission and maintains a hygienic environment. Such a top plate 12 can be formed by molding a foamed synthetic resin material into a plate shape, in addition to being formed by a buoyancy bag filled with air inside, from the viewpoint of weight reduction and buoyancy.
[0017]
The bottom plate 13 is a flat plate that is substantially the same shape as the planar shape of the side peripheral wall 11 and is slightly smaller than the planar shape of the side peripheral wall 11. As the material of the bottom plate 13, a synthetic resin plate such as hard vinyl chloride, a metal plate such as stainless steel, or the like can be used. The surface of the metal plate may be coated with vinyl chloride or fluororesin.
[0018]
As shown in FIG. 2, a buoyancy adjustment bag 17 is provided on the bottom plate 13. The buoyancy adjustment bag 17 is connected to an air supply / exhaust means (not shown), and is configured to be inflated and contracted by air supply / exhaust operation by the air supply / exhaust means. Since this bottom plate 13 is located below the surface of the water to be treated as will be described later, buoyancy is imparted by inflating the buoyancy adjustment bag 17 and the buoyancy moves up in the water. At the time of this upward movement, the bottom plate 13 is formed to be slightly smaller than the planar shape of the side peripheral wall 11, so that it is accommodated in the side peripheral wall 11 with a slight gap from the inner surface of the side peripheral wall 11 (see FIG. (See the state of (1) in 1A of 5). Further, the bottom plate 13 is moved down to the state shown in FIG. 1 under its own weight by contracting the buoyancy adjustment bag 17.
[0019]
The illustrated buoyancy adjustment bag 17 is provided on the upper surface of the bottom plate 13, but may be the lower surface of the bottom plate 13, or may be provided on both the upper and lower surfaces. In the illustrated embodiment, the buoyancy adjustment bag 17 is formed in a substantially donut shape in plan view so as to follow the periphery of the bottom plate 13, but the planar shape is arbitrary.
[0020]
A stirrer 18 is provided in the approximate center of the upper surface of the bottom plate 13 so that the treated water in the water treatment chamber 10 can be stirred at a predetermined speed. For the stirrer 18, an underwater mixer is used.
[0021]
The flexible sheet 14 is stretched across the lower end of the side peripheral wall 11 and the peripheral edge of the bottom plate 13, thereby constituting the wall surface of the lower half of the water treatment chamber 10. The flexible sheet 14 is easily bent due to its own flexibility, so that the bottom plate 13 connected to the lower end of the flexible sheet 14 is moved up and down by the expansion and contraction of the buoyancy adjusting bag 17 as described above. It can be moved. As a material of the flexible sheet 14, a soft synthetic resin material having water resistance and chemical resistance, for example, a polyester synthetic sheet, a polyethylene synthetic sheet, or the like can be used.
[0022]
In FIG. 1, 15 is a raw water inlet for introducing raw water provided above the side peripheral wall 11 into the water treatment chamber 10, and 16 is provided on a wall surface facing the raw water inlet 15 above the side peripheral wall 11, A treated water outlet for discharging treated water in the water treatment chamber 10 to the outside of the water treatment chamber 10.
[0023]
For example, as shown in FIG. 3, the raw water inlet 15 and the treated water outlet 16 are opened and closed by air supply / exhaust by a supply / exhaust means (not shown) in a pipe portion 19 formed at the raw water inlet 15 and the treated water outlet 16. The valve bag 20 that can be expanded and contracted is inserted to form an on-off valve, and the valve bag 20 is expanded to seal the inside of the pipe portion 19 and shut off the flow of raw water or treated water, and contract By doing so, a gap can be formed between the inner surface of the pipe portion 19 and the outer surface of the valve bag 20 so that the raw water or the treated water can be circulated. As this air supply / exhaust means, it is preferable to also use the air supply / exhaust means for supplying / exhausting air to / from the buoyancy adjusting bag 17.
[0024]
When the water treatment apparatus 1 is used, the water to be treated is immersed in the water to be treated so that the raw water inlet 15 and the treated water outlet 16 of the side peripheral wall 11 are substantially in the same position as the surface of the water to be treated. Process. Here, the water to be treated includes water from rivers and lakes, and seawater. In addition, the lakes and marshes include not only lakes and marshes but also ponds and moats.
[0025]
Furthermore, in the present invention, water treatment refers to purification of water in rivers and lakes, pretreatment for seawater desalination, etc., and the water treatment apparatus 1 according to the present invention functions effectively when such treatment is performed. To do.
[0026]
In order to perform such treatment, the water treatment apparatus 1 according to the present invention may be used alone. However, as shown in FIG. 4, each raw water inlet 15 and treated water outlet 16 are the same according to the amount of treatment. It is also preferable to use a plurality of units arranged side by side so as to face the side. Thus, it is possible to easily cope with an increase in the processing amount by simply increasing the number of water treatment apparatuses 1 arranged in parallel. In addition, in the same figure, although the example which arranged the apparatus for water treatment 4A of 1A-1D side by side is shown, the number of parallel arrangements is not limited at all. Adjacent water treatment apparatuses may be in close contact as shown, or may be spaced apart with a slight gap. 15A-15D shows the raw | natural water inlet of each apparatus 1A-1D for water treatment. Reference numeral 21 denotes an anchor for mooring the entire water treatment apparatuses 1A to 1D.
[0027]
FIG. 5 illustrates the operation of the water treatment apparatus 1 by taking as an example the case of removing SS in water. Here, four water treatment apparatuses 1A to 1D shown in FIG. 4 are shown, but since the operation is the same in each apparatus, the water treatment apparatus 1A will be described as a representative. The processing operations of the devices 1A to 1D are performed in the order of (1) to (4) (from the top to the bottom in the figure) in the figure.
[0028]
First, the raw water inlet 15 is opened to allow the raw water to flow into the water treatment chamber 10. Here, since the bottom plate 13 moves upward in the water treatment chamber 10 and is positioned at the uppermost end, the air filled in the buoyancy adjustment bag 17 of the bottom plate 13 is exhausted and the bottom plate 13 is caused by its own weight. The raw water is accommodated by increasing the internal volume of the water treatment chamber 10 (FIG. 5 (1)).
[0029]
When the bottom plate 13 moves down to the lowest end and the raw water is filled up to the limit amount of water in the water treatment chamber 10, the raw water inlet 15 is shut off to perform the treatment. The raw water is treated by aggregating and stirring for a predetermined time by rotating the stirrer 18 ((2) in FIG. 5). In this stirring process, the flocculant may be supplied from the raw water inlet 15 simultaneously with the introduction of the raw water.
[0030]
After the stirring process for a predetermined time, the stirrer 18 is stopped to be in a stationary state, and sludge in the raw water is allowed to settle and separated from the supernatant treated water ((3) in FIG. 5).
[0031]
After the sedimentation separation, the treated water outlet 16 is opened to allow the treated water to flow, and the buoyancy adjusting bag 17 of the bottom plate 13 is filled with air to impart buoyancy to the bottom plate 13 and use the buoyancy. Then, the bottom plate 13 is moved up in the water treatment chamber 10 ((4) in FIG. 5). In accordance with the upward movement of the bottom plate 13, the treated water (supernatant water) in the water treatment chamber 10 is discharged to the outside from the treated water outlet 16, and the treated water is discharged until the bottom plate 13 is positioned at the uppermost end. At this time, since the treated water is pushed up and discharged from below by the upward movement of the bottom plate 13, the treated water that has already been finished is always discharged first, and clear treated water can always be discharged regardless of the amount of settled sludge. it can. After discharging the treated water, the settled sludge is extracted.
[0032]
Next, the treated water outlet 16 is shut off and the raw water inlet 15 is allowed to flow, and the process returns to the first process, and thereafter, the process is repeated.
[0033]
Thus, according to the apparatus 1 for water treatment which concerns on this invention, a series of processes from supply of raw | natural water to stirring process, sedimentation separation, and discharge | emission of a treated water can be performed in the to-be-treated water. Therefore, a large-scale processing facility is not required, and facility construction can be simplified. In addition, since it is immersed directly in the water to be treated, there is no need for a facility site on land. Further, the bottom plate 13 is moved up and down for introduction of raw water and discharge of treated water only by temporary work for supplying and exhausting air to the buoyancy adjusting bag 17 and continuously moving transfer means such as a pump. Since it is not used, the power cost can be greatly reduced. As a result, wind power generation and solar power generation can be used as a power source, and thorough energy saving measures can be taken. become. Combined with the fact that it can be easily installed, it can be used in areas without power facilities.
[0034]
In addition, when a plurality of water treatment devices are arranged in parallel as shown in FIG. 5, it is preferable to perform the treatment by shifting the process timing of each of the devices 1A to 1D. That is, in the process of FIG. 5 (1), when the water treatment apparatus 1A is supplying raw water, the water treatment apparatus 1B performs agitation and sedimentation treatment of the raw water, and the water treatment apparatus 1C settles in a stationary state. Separation processing is performed, and the water treatment apparatus 1D discharges the treated water. Thereafter, each of the water treatment apparatuses 1A to 1D performs processing with different timings in each step of FIG. 5 (2) to (4). Like to do. Thus, the air supply / exhaust means (not shown) may perform the air supply / exhaust operation of the buoyancy adjustment bag 17 of the bottom plate 13 of any water treatment device, and the buoyancy adjustment bag 17 of the bottom plate 13 of all water treatment devices. On the other hand, since it is not necessary to perform the air supply / exhaust operation at the same time, it is not necessary to increase the driving force of the compressor or the like for supplying / exhaust, and this is more effective for energy saving measures.
[0035]
As shown in FIG. 6, the water treatment apparatus 1 according to the present invention can treat the water of the river 100 by immersing it in the water of the river 100 so that the raw water inlet 15 is located on the upstream side. . In other words, after the raw water of the river 100 is introduced into the water treatment apparatus 1 and treated, the treated water is discharged again to the downstream side to reduce the SS concentration in the downstream water more than the upstream side. Can do. The water treatment apparatus 1 is more effective for purifying the river 100 if a plurality of units are set as one unit and a plurality of units are installed at intervals in the flow direction of the river 100. In the figure, reference numeral 22 denotes a control unit installed on land, which includes air supply / exhaust means, and supplies and exhausts air to the buoyancy adjustment bag 17 of the bottom plate 13, the raw water inlet 15 and the valve bag 20 of the treated water outlet 16. To control.
[0036]
FIG. 7 shows a case where the water treatment apparatus 1 is installed in a lake 101. By immersing the water treatment apparatus 1 in the water of the lake 101, introducing the raw water of the lake 101 into the water treatment apparatus 1 for treatment, and then discharging the treated water back to the lake 101, the lake The SS concentration in 101 water can be gradually reduced. The water treatment apparatus 1 may be provided with a plurality of units as one unit, and a plurality of units may be installed according to the size of the lake 101.
[0037]
When the lake 101 has, for example, the Nakajima 101a as shown in FIG. 8, the water treatment apparatus 1 is interposed so that the lake 101 is placed between the raw water side and the treated water side with the water treatment apparatus 1 interposed therebetween. Therefore, efficient processing is possible. In the case of a moat, it can be processed efficiently in the same manner.
[0038]
FIG. 9 shows a case where the water treatment apparatus 1 is installed in the harbor portion 102 of the sea. After immersing the water treatment device 1 in the water of the port portion 102, introducing the raw water of the port portion 102 into the water treatment device 1 and performing the treatment, discharging the treated water back to the port portion 102 again. Thus, the SS concentration in the water of the harbor portion 102 can be gradually reduced. The water treatment apparatus 1 may include a plurality of units as one unit, and a plurality of units may be installed according to the size of the port portion 102.
[0039]
FIG. 10 is a side view showing another aspect of the water treatment apparatus 1. In this embodiment, the treated water storage chamber 23 for storing the discharged treated water is connected to the treated water outlet 16 side of the side peripheral wall 11 forming the water treated chamber 10.
[0040]
The treated water storage chamber 23 has the same configuration as the water treatment chamber 10 constituted by the side peripheral wall 11, the top plate 12, the bottom plate 13 and the flexible sheet 14, and is integrated with the water treatment chamber 10 in the same manner. It is immersed in the water to be treated, receives the treated water in the water treatment chamber 10 and temporarily stores it. The treated water stored in the treated water storage chamber 23 can be taken out as needed, further transferred to another treatment facility for treatment, or effectively used as intermediate water.
[0041]
In addition, although the above description demonstrated what mixed the flocculant in raw | natural water and processed, you may make it process raw | natural water using activated sludge.
[0042]
Moreover, the planar shape of the water treatment apparatus 1 is not limited to a rectangular shape, and may be a circular shape or the like.
[0043]
【The invention's effect】
ADVANTAGE OF THE INVENTION According to this invention, the novel water treatment apparatus which enables the process of the water of the wide area | regions, such as a sea, a river, and a lake and marshes, with a very simple installation and low power cost can be provided.
[Brief description of the drawings]
FIG. 1 is an exploded perspective view showing the structure of a water treatment apparatus. FIG. 2 is a perspective view showing the structure of a bottom plate. FIG. 3 is a cross-sectional view showing a structure example of a raw water inlet and a treated water outlet. Fig. 5 is a front view showing an example of use of the apparatus. Fig. 5 is a diagram for explaining the operation of the water treatment apparatus. Fig. 6 is a diagram showing an application example of the water treatment apparatus. FIG. 8 is a diagram showing an application example of a water treatment device. FIG. 9 is a diagram showing an application example of a water treatment device. FIG. 10 is a side view showing a usage state of another embodiment of the water treatment device. Description】
1: Water treatment apparatus 10: Water treatment chamber 11: Side peripheral wall 12: Top plate 13: Bottom plate 14: Flexible sheet 15: Raw water inlet 16: Treated water outlet 17: Buoyancy adjustment bag 18: Stirrer 19: Pipe portion 20 : Valve bag 21: Anchor 22: Control unit 23: Treated water storage chamber 100: River 101: Lake 102: Harbor

Claims (5)

被処理水中に浸漬される側周壁の上方に原水の入口及び処理水の出口をそれぞれ設けると共に、該側周壁の上部に天板を設け且つ下端に柔軟性シートを介して底板を上下移動可能に取り付けて上記天板、側周壁、底板及び柔軟性シートで囲繞された水処理室を形成し、上記底板に給排気手段と接続して膨張及び収縮可能な浮力調整袋を設け、該浮力調整袋を膨張させることで底板を浮力により上動させて水処理室内の処理水を排出させ、浮力調整袋を収縮させることで底板を自重により下動させて水処理室内に原水を導入可能としたことを特徴とする水処理用装置。An inlet of raw water and an outlet of treated water are provided above the side wall immersed in the water to be treated, and a top plate is provided at the top of the side wall and the bottom plate can be moved up and down via a flexible sheet at the lower end. A water treatment chamber enclosed by the top plate, the side peripheral wall, the bottom plate, and the flexible sheet is formed, and a buoyancy adjustment bag that can be expanded and contracted by connecting to the air supply / exhaust means is provided on the bottom plate. By expanding the bottom plate, the bottom plate is moved up by buoyancy to discharge the treated water in the water treatment chamber, and by shrinking the buoyancy adjustment bag, the bottom plate can be moved down by its own weight and raw water can be introduced into the water treatment chamber. Water treatment equipment characterized by 前記側周壁は、内部に空気が充填された浮力袋を用いて形成されていることを特徴とする請求項1記載の水処理用装置。The apparatus for water treatment according to claim 1, wherein the side peripheral wall is formed using a buoyancy bag filled with air. 前記底板上に撹拌機が設けられていることを特徴とする請求項1又は2記載の水処理用装置。The apparatus for water treatment according to claim 1 or 2, wherein a stirrer is provided on the bottom plate. 前記側周壁における処理水の出口側に、前記処理室と同一構成からなる処理水貯留室を連接し、処理室から排出された処理水を貯留するようにしたことを特徴とする請求項1、2又は3記載の水処理用装置。The treated water storage chamber having the same configuration as the treatment chamber is connected to the treated water outlet side of the side peripheral wall, and the treated water discharged from the treatment chamber is stored. The apparatus for water treatment as described in 2 or 3. 請求項1〜4のいずれかに記載の水処理用装置を、複数基並設してなることを特徴とする水処理用装置。A water treatment apparatus comprising a plurality of the water treatment apparatuses according to claim 1 arranged in parallel.
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