JPH0698246B2 - Dam turbid water purification device - Google Patents

Dam turbid water purification device

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Publication number
JPH0698246B2
JPH0698246B2 JP60126831A JP12683185A JPH0698246B2 JP H0698246 B2 JPH0698246 B2 JP H0698246B2 JP 60126831 A JP60126831 A JP 60126831A JP 12683185 A JP12683185 A JP 12683185A JP H0698246 B2 JPH0698246 B2 JP H0698246B2
Authority
JP
Japan
Prior art keywords
water
dam
fence
intake
opening
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP60126831A
Other languages
Japanese (ja)
Other versions
JPS6291206A (en
Inventor
幸雄 大井
倫 波多野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Oyo Corp
Original Assignee
Oyo Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Oyo Corp filed Critical Oyo Corp
Priority to JP60126831A priority Critical patent/JPH0698246B2/en
Publication of JPS6291206A publication Critical patent/JPS6291206A/en
Publication of JPH0698246B2 publication Critical patent/JPH0698246B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、洪水やダム湖底の洗掘、ダム湖岸の波食、富
栄養化現象等によって生じるダム湖内の濁りを浄化処理
する装置に関する。
TECHNICAL FIELD The present invention relates to a device for purifying turbidity in a dam lake caused by flooding, scouring of the bottom of a dam lake, wave erosion of a dam lake shore, eutrophication phenomenon, and the like. .

[従来の技術] 我国の河川は急流が多く短いため洪水等による濁りは数
日を待たずして流下しもとの清流に復する。しかし一度
ダムが構築されると、粘土鉱物等数ミクロン以下の微粒
子で構成される濁質は沈降が極端に遅いため、貯水がダ
ム湖から流出するまでの期間内に沈降せず、また流量が
制御されて放流されるため河川の濁りが長期化すること
は避け難い。
[Prior Art] Since rivers in Japan are often short and rapid, turbidity due to floods, etc. will flow back to the original clear stream within a few days. However, once the dam is constructed, sedimentation of clay minerals and other fine particles of a few microns or less is extremely slow to settle, so the sediment does not settle within the period until the reservoir flows out of the dam lake, and the flow rate is It is inevitable that the turbidity of the river is prolonged because it is controlled and released.

また渇水期にダムの水位が降下するとバックウオータ部
の堆砂、堆泥が水面上に露出し、未固結の泥土が河川水
によってダム湖内に持ち込まれ濁水が発生する。更には
ダム湖に流入する畜産、工場、生活排水中に含まれる栄
養塩が湖内の生物活動を盛んにし、濁りや異臭を発生し
水質を悪化させる富栄養化現象も生じる。
When the water level of the dam drops during the dry season, sediment and mud in the backwater area are exposed on the water surface, and unconsolidated mud is brought into the dam lake by the river water and turbid water is generated. In addition, nutrients contained in livestock, factories, and domestic wastewater that flow into the dam lake activate biological activities in the lake, which causes turbidity and offensive odors, resulting in eutrophication that deteriorates water quality.

このような様々な原因によって生じるダム濁水は、河川
景観や淡水漁業等の環境に対して、またそれを取水して
利用する農業、生活用水あるいは工業用等に大きな経済
的影響を与える。
The dam turbid water generated by such various causes has a great economic impact on the environment such as river landscapes and freshwater fisheries, as well as agriculture, domestic water, industrial use, etc. where the water is taken.

しかし全てのダムが濁水現象を起こす訳ではなく、地形
や地質、植生等の自然環境、開発行為等の社会環境によ
る集水域の地表の性状に左右されるし、またダムの規模
にもよる。経験的にはダム湖水の年間交換回数指数α
(=年間総流入量/貯水池総容量)が30以上では洪水に
よる濁水の問題は生じないとされている。この指数αは
ダム湖が成層(温度躍層)型であるか否かの指標でもあ
り、αが小さいと(特に10以下では)成層型ダム湖とな
る。温度躍層は夏期に湖水面の温度が上昇し水の密度が
小さくなることによって成形されるもので、この時期に
洪水等により濁水が流入すると、その温度は一般に湖面
水よりも低くかつ濁質を含むので密度がほぼ躍層位置の
密度に等しくなり、濁水はこの位置に潜り込む形で湖内
に流入する。このように安定した成層に濁水が浸入する
と稀釈拡散され難くなり濁質の沈降が妨げられる。この
躍層の位置から取水しているダムであればこの層の水が
排出され尽くすまで濁水が長期化することになる。
However, not all dams cause turbid water phenomena, which depends on the topography, geology, natural environment such as vegetation, social environment such as development activities, and the surface properties of the catchment area, and also depends on the scale of the dam. Empirically, the annual index of the number of dam lake water exchanges α
If the (total annual inflow / total reservoir capacity) is 30 or more, it is said that the problem of turbid water due to flooding will not occur. This index α is also an indicator of whether or not the dam lake is stratified (thermocline) type, and if α is small (especially 10 or less), it becomes a stratified dam lake. The thermocline is formed when the temperature of the lake surface rises and the density of the water decreases in the summer, and when turbid water flows in at this time due to flooding, etc., its temperature is generally lower than that of the lake surface and turbidity. The density of the turbid water is almost equal to that of the stratocline, and turbid water flows into the lake in such a form that it sunk into this position. When turbid water enters such a stable stratification, it becomes difficult to dilute and diffuse, and sedimentation of suspended matter is prevented. If it is a dam that draws water from the position of this layer, turbid water will be prolonged until the water in this layer is exhausted.

ダム湖の濁水対策の一つに選択取水法がある。これは取
水レベルを調節して濁度の高い部分を避け、出来るだけ
湖内を攪拌しないように取水する方法である。
The selective water intake method is one of the measures against turbid water in dam lakes. This is a method of adjusting the water intake level to avoid high turbidity and to avoid water agitation in the lake as much as possible.

その他、集水域の植生によってダム濁水の発生を防止す
る方法や、ダム湖全体に沈澱促進剤を混入する方法、あ
るいは上流に副ダムを造り洪水時の濁水をそれに一旦貯
留し、水量を調節して下流にトンネルで放流する方法、
推砂を浚渫する方法等も考えられている。
In addition, methods to prevent the generation of dam turbid water by vegetation in the catchment area, methods of mixing sedimentation accelerators in the entire dam lake, or building a secondary dam upstream to temporarily store the turbid water at the time of flood and adjust the amount of water And then releasing it in a tunnel downstream,
A method of dredging sand is also considered.

[発明が解決しようとする問題点] 選択取水法は現時点において最も有効な濁水防止対策で
あるが、取水口を機械的に昇降しなければならないから
既設ダムについては設備の変更が困難な場合が多いし、
要求される清浄化の程度が高く選択取水では対応しきれ
ない場合も多く、抜本的な解決法とはなり得ない。また
洪水の規模が大きくなると温度躍層の上方全体が濁水と
なってしまうため選択取水の効果はなくなってしまう。
[Problems to be solved by the invention] Although the selective water intake method is the most effective turbid water prevention measure at the present time, it may be difficult to change the equipment of an existing dam because the intake has to be mechanically moved up and down. Many,
In many cases, the required degree of cleaning is too high to be handled by selective water intake, and it cannot be a drastic solution. If the scale of flood increases, the entire upper part of the thermocline becomes muddy water, and the effect of selective water intake will be lost.

植生による防御や砂防設備の設置等はある程度有効では
あるが、地滑りや崩壊等がある場合には不可能だし、我
国においては山地が急峻なため山地への対策で濁質を完
全に抑えることは困難な面が多い。また沈澱促進剤を湖
水全体に混入しようとしても非常に高価となるばかりで
なく混合攪拌が不可能だから効果は少なく。上流に副ダ
ムを造る方法は大土木工事となり経済的に不利であるば
かりでなく副ダムが造れない地形では実施出来ない。
Although the protection by vegetation and the installation of erosion control facilities are effective to some extent, it is not possible in the case of landslides or collapses, and since the mountains are steep in Japan, it is not possible to completely suppress turbidity by taking measures against them. There are many difficult aspects. In addition, even if it is attempted to mix the precipitation promoter into the whole lake water, it is not only very expensive, but also the mixing and stirring are impossible, so the effect is small. The method of constructing the secondary dam upstream is not only economically disadvantageous because it requires large civil engineering work, but also cannot be implemented in the terrain where the secondary dam cannot be constructed.

このように従来技術にはそれぞれ解決すべき様々な問題
があり、現時点では選択取水法以外の対策は採られてい
ない。
As described above, the conventional techniques have various problems to be solved, and at present, no measures other than the selective water intake method are taken.

本発明の目的は、上記のような従来技術の欠点を解消
し、比較的簡単な設備によって濁水が生じた時に放流水
のみを効率よく浄化できる経済的な装置を提供すること
にある。
An object of the present invention is to solve the above-mentioned drawbacks of the prior art and to provide an economical apparatus capable of efficiently purifying only discharge water when turbid water is generated by a relatively simple facility.

[問題点を解決するための手段] 上記のような目的を達成することのできる本発明は、開
口部を備え、上縁に浮きを、下部に錘を取り付けて、ダ
ムの取水口または放水口を囲むように水面から水中に垂
設して、取水口または放水口に向かう水流が前記開口部
を通るように集中させる不透水性のフェンスと、浮きに
沿って薬液注入パイプを配置し、該薬液注入パイプの先
端のノズルが前記開口部近傍で開口する薬剤注入手段
と、前記開口部近傍の水中に設置した気泡発生装置と、
前記取水口または放水口と前記不透水性のフェンスとの
間で、該取水口または放水口を囲むように位置し、上縁
に浮きを、下部に錘を取り付けて水面から水中に垂設し
た濁水物質の流出を阻止する透水性のフェンスを有する
構成である。
[Means for Solving the Problems] The present invention that can achieve the above-mentioned object is provided with an opening, a float is attached to the upper edge, and a weight is attached to the lower portion, so that the intake or the outlet of a dam is provided. A water-impervious fence that vertically extends from the water surface so as to surround the water intake, or concentrates the water flow toward the intake or discharge outlet through the opening, and arranges a chemical injection pipe along the float. A chemical injection means in which a nozzle at the tip of the chemical injection pipe opens near the opening, and a bubble generator installed in water near the opening,
It is located between the water intake or water discharge outlet and the impermeable fence so as to surround the water intake or water discharge outlet, and a float is attached to the upper edge and a weight is attached to the lower portion so as to hang down from the water surface to the water. This is a configuration having a water-permeable fence that blocks the outflow of suspended water substances.

ここで「不透水性のフェンス」とは、水の流れを阻止し
て水流がほぼ開口部のみに集中するように制御するもの
をいい、また「透水性のフェンス」とは、構造的に多数
の開口や隙間等が存在して水がある程度自由に通過しう
ようなものをいう。
Here, the "impermeable fence" refers to one that blocks the flow of water and controls the flow of water so that it concentrates almost only at the openings. There are openings and gaps in which water can pass through to some extent.

好ましい実施態様としては、不透水性のフェンスに形成
する開口部を水面直下に切り欠いた矩形状とし、その開
口縁から上流側に樋状の水路を延設し、薬剤注入ノズル
をその上流側端部に設けると共に、気泡発生装置を水路
底部に配置した構成である。前記水路には邪魔板を取り
付けるのが有効である。
As a preferred embodiment, the opening formed in the impermeable fence is formed into a rectangular shape cut out just below the water surface, a gutter-shaped water channel is extended from the opening edge to the upstream side, and the medicine injection nozzle is provided on the upstream side. In addition to being provided at the end, the bubble generator is arranged at the bottom of the water channel. It is effective to attach a baffle plate to the water channel.

2種類のフェンスは取水口等の回りをそれらのみで完全
に取り囲む必要はない。ダム湖の両岸を利用して、前記
取水口等の上流側にそれらフェンスを張り渡す構成も可
能である。本発明において「取水口等を取り囲む」と
は、湖岸やダム等と協働して取り囲む態様をも含んでい
る。これらフェンスは上縁に浮きを、下縁に錘を取り付
けて水中に垂設される。
It is not necessary for the two types of fences to completely surround them around the intake and the like. It is also possible to use both sides of the dam lake to stretch the fences upstream of the intake and the like. In the present invention, "surrounding the intake, etc." also includes a mode in which it surrounds in cooperation with a lake shore, a dam, etc. These fences are suspended in water with a float attached to the upper edge and a weight attached to the lower edge.

[作用] 通常ダム湖の流速は毎秒数mm程度と非常に小さいが、前
記不透水性フェンスによって開口部のみが水路となるよ
うダム湖の流れがその開口部のみに集中するため、該開
口部近傍での流れは局所的にかなり速くなりカルマン渦
が発生する。薬剤注入手段から供給される薬剤は、前記
開口部近傍で生じる湖水の局部的急流によって充分に混
合攪拌される。
[Operation] Normally, the flow velocity of a dam lake is very small, about several mm per second, but the flow of the dam lake concentrates only on the opening so that only the opening becomes a channel by the impermeable fence. The flow in the vicinity locally becomes considerably faster and a Karman vortex is generated. The chemicals supplied from the chemical injection means are sufficiently mixed and stirred by the local rapid flow of the lake water generated near the opening.

薬剤として沈澱促進剤を使用した場合には濁質粒子同士
および粒子と沈澱促進剤との会合が促進され少量の薬剤
で効率よく浄化することが可能となる。このとき気泡発
生装置から大きな気泡を発生させれば、それによって混
合攪拌を更に効率よく行なえる。また富栄養化現象の進
んだダム湖の場合には、濁質はプランクトン類を主とす
る場合が多く、これらを沈降させるとダム湖内の水質が
一層悪化することも考えられる。その時には界面活性剤
など適切な薬剤を選択し、気泡発生装置を作動させ微細
気泡を供給してそれを濁質に付着させることによって濁
質を浮上分離させることも可能である。この気泡発生は
BOD(生物化学的酸素要求量)等で評価される水中の有
機物の分解および浄化にも有効に作用する。
When a precipitation promoting agent is used as a drug, the suspension particles are promoted to be associated with each other and the particles and the precipitation promoting agent, so that the particles can be efficiently purified with a small amount of the drug. At this time, if large bubbles are generated from the bubble generator, the mixing and stirring can be performed more efficiently. In the case of dam lakes with advanced eutrophication, plankton is often the main turbidity, and if these are settled, the water quality in the dam lake may be further deteriorated. At that time, it is also possible to float and separate the suspended matter by selecting an appropriate agent such as a surfactant, operating the bubble generating device, supplying fine bubbles and adhering them to the suspended matter. This bubble generation
It also effectively acts on the decomposition and purification of organic matter in water evaluated by BOD (biochemical oxygen demand) and the like.

本発明では湖水全体を浄化の対象とするのではなく、開
口部を通過する濁水のみを対象とするものであるから、
処理量が少なく先の薬剤攪拌効果と相俟て経済的に非常
に有利である。
In the present invention, the entire lake water is not targeted for purification, but only the turbid water passing through the opening is targeted,
It is economically very advantageous in combination with the small amount of treatment and the effect of stirring the chemicals.

不透水性フェンスの囲みの中に設けた網状等の透水性フ
ェンスは、凝集大粒化した濁質または浮上分離した濁質
が取水口等へ流出するのを防止する機能を果たし、不透
水性フェンスとの間で濁質の集積区域を形成するほか、
透水性フェンス近傍はスラリーブランケットと呼ばれる
濁質濃厚部となり水中の微細濁質を吸蔵付着する機能を
も果たす。また透水性フェンスは、取水口等を取り囲む
フェンス面積を縮小する方向にも作用する。その結果、
各フェンスにかかる水圧等に対する強度の制約を著しく
減少させることが可能となる。
The mesh-like water-permeable fence provided inside the impermeable fence has the function of preventing the aggregated particles or suspended particles from flowing out to the intake, etc. In addition to forming an accumulation area of suspended matter between
The vicinity of the water-permeable fence becomes a turbidity concentrated part called a slurry blanket, and also functions to occlude and adhere fine turbidity in water. The water-permeable fence also acts to reduce the area of the fence that surrounds the water intake and the like. as a result,
It is possible to remarkably reduce the constraint of strength against water pressure applied to each fence.

[実施例] 第1図は本発明に係るダム濁水浄化装置の一実施例を示
す配置図であり、第2図はその断面図である。ダム湖10
は河川からの流水をダム12によって堰き止め一端貯留す
るものであり、貯留した水は取水口14から放流される。
[Embodiment] FIG. 1 is a layout view showing an embodiment of a dam turbid water purification device according to the present invention, and FIG. 2 is a sectional view thereof. Dam lake 10
Is for damming the running water from the river by the dam 12 and storing it once, and the stored water is discharged from the intake 14.

本発明ではダム湖10の取水口14を囲むように不透水性の
フェンス16が設けられ、該フェンス16と前記取水口14と
の間に網状等のフェンス18が設けられる。不透水性のフ
ェンス16としては、例えば合成樹脂製のフィルム、不織
布、緻密な織布等が用いられる。これらのフェンス16,1
8は、上縁に浮き20が、下縁に錘22が取り付けられ、そ
れらによって水面から温度躍層Tの下方まで垂設され
る。不透水性のフェンス16は、その一部に開口部24を備
え、湖水の流れをほぼ該開口部24のみに集中させる機能
を果たす。本発明に係る装置はこれらフェンスの他、前
記開口部24を通る湖水の流れに薬剤を供給する薬剤注入
手段および流れに空気を通す気泡発生装置を備えてい
る。
In the present invention, an impermeable fence 16 is provided so as to surround the intake 14 of the dam lake 10, and a fence 18 such as a net is provided between the fence 16 and the intake 14. As the impermeable fence 16, for example, a synthetic resin film, a non-woven fabric, a dense woven fabric or the like is used. These fences 16,1
8, a float 20 is attached to the upper edge and a weight 22 is attached to the lower edge, and they are vertically hung from the water surface to below the thermocline T. The impermeable fence 16 is provided with an opening 24 in a part thereof, and has a function of concentrating the flow of lake water substantially only in the opening 24. In addition to these fences, the device according to the present invention comprises a drug injection means for supplying a drug to the flow of lake water through the opening 24 and a bubble generating device for passing air through the flow.

不透水性フェンス16、およびそれに連結される流路の詳
細を第3図に示す。開口部24はフェンス16の上端の一部
を矩形状に切り欠いたものであり、該開口部24から上流
側に樋状の水路30が延設される。この樋状の水路30も不
透水性シートによって形成され、上方に浮き20が、下方
に錘22が取り付けられて所定の形を保つように構成され
る。この水路は第1図に示すように不透水性フェンス16
の適宜個所に複数個設けてよい。
Details of the impermeable fence 16 and the flow path connected to it are shown in FIG. The opening 24 is formed by cutting out a part of the upper end of the fence 16 in a rectangular shape, and a gutter-shaped water channel 30 extends from the opening 24 to the upstream side. The trough-shaped water channel 30 is also formed by a water-impermeable sheet, and the float 20 is attached to the upper portion and the weight 22 is attached to the lower portion to maintain a predetermined shape. This waterway is an impermeable fence 16 as shown in Fig. 1.
A plurality of them may be provided at appropriate places.

薬剤注入用のパイプ32は浮き20に沿って配置され、その
先端のノズル34は水路30の上流側端部近傍で開口する。
また該水路30の底部には気泡発生装置36が取り付けられ
る。水路30の内部には邪魔板38を取り付けるのが望まし
い。薬液は各薬液注入パイプ32を通りノズル34から湖水
中に放散される。気泡発生装置36には送気パイプ40を通
って加圧空気が供給され、薬剤を含む流れに対して微細
気泡を発生させる。
The medicine injection pipe 32 is arranged along the float 20, and the nozzle 34 at the tip thereof opens near the upstream end of the water channel 30.
A bubble generator 36 is attached to the bottom of the water channel 30. A baffle plate 38 is preferably attached inside the water channel 30. The chemical solution is diffused into the lake water from the nozzle 34 through each chemical solution injection pipe 32. Pressurized air is supplied to the bubble generation device 36 through the air supply pipe 40 to generate fine bubbles in the flow containing the drug.

次に本発明装置の動作について第4図および第5図によ
り説明する。取水口14の回りにフェンス16が水面から温
度躍層Tの下方まで垂設されており、取水口14は湖底の
冷水塊を取り入れないように水面から躍層Tまでの範囲
内で設定されるのが一般的だから、取水レベルの流れは
このフェンス16で充分規制される。躍層Tより下まで垂
設すれば、その下方を流れようとする水は密度の大きい
冷水塊によって受け止められ、流れが阻害されるからで
ある。従って全て前記水路34および開口部24を流過しよ
うとするから(矢印A参照)、その部分での流速は局部
的に増加する。
Next, the operation of the device of the present invention will be described with reference to FIGS. A fence 16 is hung around the water intake 14 from the water surface to below the thermocline T, and the water intake 14 is set within the range from the water surface to the thermocline T so as not to take in cold water mass at the lake bottom. Since this is common, intake level flow is well regulated by this fence 16. This is because, if the water is hung vertically below the stratocline T, the water flowing therebelow is caught by the cold water mass having a high density and the flow is obstructed. Therefore, all of them try to flow through the water passage 34 and the opening 24 (see arrow A), and the flow velocity at that portion locally increases.

水路30は流入する湖水と注入する薬液との混合攪拌を促
進する機能を果たす。濁質を沈澱させたい場合にはノズ
ル34から沈澱促進剤を供給する。それによって湖水と沈
澱促進剤とが混合攪拌され、開口部24を通過した後では
濁質が凝集大粒化することと流速が極端に低下すること
とが相俟て直ちに沈降することになる。このとき気泡発
生装置36から大きな気泡を発生させれば混合攪拌をより
一層促進させることができる。網状のフェンス18は濁質
が取水口14に至らないようにする機能を果たす。またこ
の網状のフェンス18近傍は、硅藻や濁質が付着して濁質
濃厚部(スラリーブランケット)を形成し、一種の濾材
のような作用を果たし流過する水の浄化を促進する。富
栄養化現象が進んだダム湖の場合には、界面活性剤等の
薬剤を供給するとともに、気泡発生装置36から微細な気
泡を放出させて気泡を濁質に付着させ、それによってプ
ランクトン類等の濁質42を浮上分離し不透水性フェンス
16と網状フェンス18との間の領域に集める。
The water channel 30 has a function of promoting the mixing and stirring of the inflowing lake water and the injected chemical solution. When it is desired to precipitate the suspended matter, a precipitation accelerator is supplied from the nozzle 34. As a result, the lake water and the precipitation promoting agent are mixed and stirred, and after passing through the opening 24, the turbidity aggregates and becomes large and the flow velocity extremely decreases, and the sedimentation immediately occurs. At this time, if large bubbles are generated from the bubble generator 36, the mixing and stirring can be further promoted. The mesh fence 18 serves to prevent suspended matter from reaching the intake 14. In the vicinity of the mesh fence 18, diatoms and suspended matter adhere to form a suspended matter concentrated portion (slurry blanket), which acts as a kind of filter medium and promotes purification of flowing water. In the case of a dam lake where eutrophication has progressed, chemicals such as surfactants are supplied and minute bubbles are emitted from the bubble generation device 36 to attach bubbles to turbidity, thereby causing plankton, etc. Impervious fence separating the suspended matter 42 of the
Collect in the area between 16 and the mesh fence 18.

一般に濁質を除去する方法としては、沈降による分離、
浮上による分離、付着による分離があるが、本発明では
沈降と付着もしくは浮上と付着を流入してくる濁水の性
状に応じて選定し最適条件で分離することが可能であ
る。
Generally, as a method for removing suspended matter, separation by sedimentation,
Although there are separations by levitation and separation by adhesion, in the present invention, it is possible to select sedimentation and adhesion or floatation and adhesion according to the properties of inflowing muddy water and to perform separation under optimum conditions.

上記実施例では不透水性フェンスの開口部に水路を連結
しているが、開口部のみでもよい。水路を設けて更に邪
魔板等を取り付ければ、薬液との混合攪拌距離が長くな
り、薬液の効果を充分高めることが出来ると共に両フェ
ンスの間隔を短くでき装置を小型化できる点で有利であ
る。上記実施例では透水性フェンスとして網状フェンス
を用いているが、そに代えて多数の穴が穿設されたフェ
ンスや簾状あるいは暖簾状のフェンス等を用いてもよ
い。勿論フェンスは湖底に至るまで設けてもよい。また
ダム湖の両湖岸間にこのようなフェンスを張設すること
によって取水口等の一部を取り囲むような構成としても
よい。両フェンスはそれぞれ多重構造とすることも可能
である。流れの量を制御するためには開口部の大きさを
可変出来るような機構を付与したり、あるいは水路を開
閉自在の構造としてもよい。
In the above embodiment, the water channel is connected to the opening of the water impermeable fence, but only the opening may be used. If a water channel is provided and a baffle plate or the like is further attached, the mixing and stirring distance with the chemical solution becomes long, the effect of the chemical solution can be sufficiently enhanced, and the interval between both fences can be shortened, which is advantageous in that the device can be downsized. Although a mesh fence is used as the water-permeable fence in the above-mentioned embodiments, a fence having a large number of holes, a fence-shaped fence, or a fence-shaped fence may be used instead. Of course, a fence may be provided up to the bottom of the lake. Further, by constructing such a fence between the two shores of the dam lake, a part such as the intake may be surrounded. Both fences can also have multiple structures. In order to control the amount of flow, a mechanism that can change the size of the opening may be provided, or the water channel may be opened and closed.

ところでこのようなフェンスにかかる圧力は、静水圧、
流動圧、波浪圧の3種類に分類して考えることができる
が、このうち強風時に発生する波浪圧が最も大きい。そ
れに対処するためには、湖岸からの動力または浮きに取
り付けた動力等によりフェンスを巻き上げれるような構
造とするのが望ましい。
By the way, the pressure applied to such a fence is the hydrostatic pressure,
It can be considered by classifying into three types of fluid pressure and wave pressure, but the wave pressure generated during strong wind is the largest. In order to deal with this, it is desirable to have a structure in which the fence can be rolled up by the power from the lake shore or the power attached to the float.

[発明の効果] 本発明によればダム湖の流れをフェンスによって規制し
局部的に急流を形成して薬剤を供給混合するように構成
しているので、薬剤と濁水との混合撹拌を効率良く行わ
せることができ、濁質除去が促進されるという優れた効
果を奏する。薬剤として沈澱促進剤を使った場合には濁
質粒子の会合が促進され透水性のフェンスとの間に濃縮
され沈降除去が促進される。また濁質が有害物または有
機物である場合には界面活性剤等の使用と微細気泡の付
着によって濁質を浮上させ分離回収することができる。
つまり本発明では沈降、浮上、付着という3種類の濁質
除去方法を使い分けることができるため、いかなる濁質
にも対応できるという極めて優れた効果を有する。
EFFECTS OF THE INVENTION According to the present invention, the flow of the dam lake is regulated by the fence so that the rapid flow is locally formed to supply and mix the drug, so that the drug and the muddy water can be efficiently mixed and stirred. It can be carried out, and has an excellent effect that the removal of suspended matter is promoted. When a precipitation accelerating agent is used as a drug, the association of suspended particles is promoted, and the particles are concentrated between the suspended particles and the fence to facilitate sedimentation removal. When the suspended matter is a harmful substance or an organic substance, the suspended matter can be floated and separated and collected by using a surfactant or the like and adhering fine bubbles.
In other words, according to the present invention, three types of suspended matter removing methods, that is, sedimentation, floating, and adhesion, can be used properly, so that it has an extremely excellent effect of being able to deal with any suspended matter.

また本発明では取水口等を取り囲む構造であるから、取
水量だけを対象に薬剤を添加し混合撹拌して分離するこ
とになり、ダム湖全体の水量を処理対象とするのと異な
り薬剤の使用量を大幅に節約できるし、殆ど静止状態に
あるダム湖内に全く動力を用いることなく攪拌流をつく
り、それによって薬剤を効果的に作用させることがで
き、また本発明は濁水状態が悪化したときのみ運転操作
すればよいから運転コストも安くなり極めて経済的であ
る。
Further, in the present invention, since the structure surrounds the water intake, etc., the chemicals are added only for the amount of water intake, and the mixture is mixed and stirred for separation, which is different from the case where the water volume of the entire dam lake is treated. The amount can be greatly saved, and a stirring flow can be created in the dam lake which is almost stationary without using any power, whereby the drug can be effectively acted, and the present invention deteriorates the muddy water condition. Since it is only necessary to drive the vehicle, the operating cost is low and it is extremely economical.

更に本発明は比較的可撓性を有する素材で構成されてい
るから、設置や保守が容易であり既設ダムへも適用でき
る等の優れた効果を有する。
Further, since the present invention is made of a relatively flexible material, it has an excellent effect that it can be easily installed and maintained and can be applied to an existing dam.

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

第1図は本発明に係るダム濁水浄化装置の一実施例を示
す配置図、第2図はその断面図、第3図は不透水性フェ
ンスとそれに連結された水路の一例を示す説明図、第4
図および第5図は本発明に係る装置の動作説明図であ
る。 10……ダム湖、12……ダム、14……取水口、16……不透
水性フェンス、18……網状フェンス、24……開口部、30
……水路、32……薬液注入パイプ、34……ノズル、36…
…気泡発生装置。
FIG. 1 is a layout drawing showing an embodiment of a dam turbid water purification apparatus according to the present invention, FIG. 2 is a sectional view thereof, and FIG. 3 is an explanatory view showing an example of an impermeable fence and a water channel connected to it. Fourth
FIG. 5 and FIG. 5 are operation explanatory views of the device according to the present invention. 10 …… Dam lake, 12 …… Dam, 14 …… Intake, 16 …… Impermeable fence, 18 …… Mesh fence, 24 …… Opening, 30
...... Water channel, 32 …… Chemical injection pipe, 34 …… Nozzle, 36…
… Bubble generator.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】開口部を備え、上縁に浮きを、下部に錘を
取り付けて、ダムの取水口または放水口を囲むように水
面から水中に垂設して、取水口または放水口に向かう水
流が前記開口部を通るように集中させる不透水性のフェ
ンスと、浮きに沿って薬液注入パイプを配置し、該薬液
注入パイプの先端のノズルが前記開口部近傍で開口する
薬剤注入手段と、前記開口部近傍の水中に設置した気泡
発生装置と、前記取水口または放水口と前記不透水性の
フェンスとの間で、該取水口または放水口を囲むように
位置し、上縁に浮きを、下部に錘を取り付けて水面から
水中に垂設した濁水物質の流出を阻止する透水性のフェ
ンスを有することを特徴とするダム濁水の浄化装置。
1. An opening is provided, a float is attached to the upper edge, and a weight is attached to the lower part, and it is hung vertically from the water surface so as to surround the intake or outlet of the dam, and goes to the intake or outlet. A water-impermeable fence that concentrates the water flow so as to pass through the opening, and a medicine injection pipe that is arranged along the float, and a nozzle at the tip of the medicine injection pipe opens near the opening, and medicine injection means, A bubble generator installed in the water in the vicinity of the opening, and between the water intake or the water discharge outlet and the impermeable fence are located so as to surround the water intake or the water discharge outlet, and float at the upper edge. , A dam turbid water purification device having a water-permeable fence that has a weight attached to the lower part to prevent the outflow of turbid water substances suspended from the water surface into the water.
JP60126831A 1985-06-11 1985-06-11 Dam turbid water purification device Expired - Fee Related JPH0698246B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60126831A JPH0698246B2 (en) 1985-06-11 1985-06-11 Dam turbid water purification device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60126831A JPH0698246B2 (en) 1985-06-11 1985-06-11 Dam turbid water purification device

Publications (2)

Publication Number Publication Date
JPS6291206A JPS6291206A (en) 1987-04-25
JPH0698246B2 true JPH0698246B2 (en) 1994-12-07

Family

ID=14944988

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60126831A Expired - Fee Related JPH0698246B2 (en) 1985-06-11 1985-06-11 Dam turbid water purification device

Country Status (1)

Country Link
JP (1) JPH0698246B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0613115B2 (en) * 1985-07-09 1994-02-23 応用地質株式会社 Dam turbid water purification device
KR100703610B1 (en) 2006-09-08 2007-04-09 주식회사 유일종합기술단 A sea waste removing establishment
JP6035135B2 (en) * 2012-12-13 2016-11-30 前田建設工業株式会社 Turbid water treatment method
JP6558521B2 (en) * 2013-10-31 2019-08-14 日本ソリッド株式会社 Clarified water clarification method

Also Published As

Publication number Publication date
JPS6291206A (en) 1987-04-25

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