JPH0910754A - Lake water quality maintenance equipment - Google Patents
Lake water quality maintenance equipmentInfo
- Publication number
- JPH0910754A JPH0910754A JP16225395A JP16225395A JPH0910754A JP H0910754 A JPH0910754 A JP H0910754A JP 16225395 A JP16225395 A JP 16225395A JP 16225395 A JP16225395 A JP 16225395A JP H0910754 A JPH0910754 A JP H0910754A
- Authority
- JP
- Japan
- Prior art keywords
- water
- lake
- storage tank
- water storage
- movable intermediate
- 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.)
- Withdrawn
Links
Landscapes
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、ダム湖、自然湖などに
適用する湖内水質保全設備に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lake water quality conservation facility applicable to dam lakes, natural lakes and the like.
【0002】[0002]
【従来の技術】ダム湖、自然湖等では、周辺の開発によ
り水質が悪化しており、大きな社会問題になっている。
この水質悪化の主な原因は、ダム湖、自然湖等に流入す
る流入水の富栄養化であり、一旦、富栄養水(汚染水)
を流入させると、拡散、沈降して、処理が容易でない。2. Description of the Related Art In dam lakes, natural lakes, etc., the water quality has deteriorated due to the development of the surrounding areas, which has become a major social problem.
The main cause of this deterioration in water quality is eutrophication of inflow water that flows into dam lakes, natural lakes, etc.
When it is made to flow in, it diffuses and settles, and the treatment is not easy.
【0003】そこで湖内の水質保全対策として次のこと
が考えられている。 (1)湖内に流入する汚染水を浄化して、湖内若しくは
湖の下流側に放流する。 (2)湖内の汚染水を浄化する。 (3)湖の下流側に放流する放流水を浄化する。 (4)湖への流入水を湖の下流側へバイパス放流する。Therefore, the following is considered as a water quality conservation measure in the lake. (1) Purify contaminated water that flows into the lake and discharge it into the lake or downstream of the lake. (2) Purify contaminated water in the lake. (3) Purify the water discharged to the downstream side of the lake. (4) Inflow water to the lake is discharged to the downstream side of the lake by bypass.
【0004】[0004]
【発明が解決しようとする課題】前記(1)〜(3)の
水質保全対策を講じるためには、湖内またはその周辺に
大規模な浄化設備(浄化槽)が必要になるが、周辺に
は、大規模な浄化設備を設置するのに充分な敷地がな
い。また湖面上も、水位の変動が激しくて、大規模な浄
化設備を設置するのが困難である。また前記(4)の水
質保全対策を講じるためには、湖への流入水を湖の下流
側へ常時一定量ずつバイパス放流する必要がある。In order to take the water quality conservation measures (1) to (3) above, a large-scale purification facility (septic tank) is required in or around the lake, but , There is not enough site to install a large-scale purification facility. Also on the surface of the lake, it is difficult to install large-scale purification equipment because the water level fluctuates sharply. In addition, in order to take the water quality conservation measures of (4), it is necessary to constantly discharge a certain amount of the inflow water into the lake to the downstream side of the lake.
【0005】本発明は前記の問題点に鑑み提案するもの
であり、その目的とする処は、陸上や水中で土木工事
を行わずに湖内に設置でき、大規模化でき、景観を
損なわず、汚染水等を既設の設備を利用して湖下流側
へ放流でき、可動中間隔壁を昇降させるための動力を
不要にできる湖内水質保全設備を提供しようとする点に
ある。The present invention is proposed in view of the above-mentioned problems, and the object of the present invention is to install it in a lake without carrying out civil engineering work on land or in water, to make it large-scale, and to not damage the landscape. , The contaminated water, etc. can be discharged to the downstream side of the lake by using the existing equipment, and the point is to provide the water quality conservation equipment in the lake that does not require the power for raising and lowering the movable intermediate bulkhead.
【0006】[0006]
【課題を解決するための手段】上記の目的を達成するた
めに、本発明の湖内水質保全設備は、湖面に浮上可能な
浮体構造の貯水タンクを有し、同貯水タンク内の貯水を
浄化処理乃至湖下流側へ放流可能に構成している(請求
項1)。 前記請求項1記載の湖内水質保全設備において、貯水タ
ンクの上部にフロート室を形成し、同貯水タンクの湖面
よりも下方の側壁部分に水流出入口を設け、同貯水タン
クの底部を開口し、同水流出入口よりも下方の貯水タン
ク内に貯水量の増減に応じて昇降する可動中間隔壁を設
けてもよい(請求項2)。In order to achieve the above object, the lake water quality conservation equipment of the present invention has a water storage tank having a floating structure that can float on the lake surface, and purifies the water stored in the water storage tank. It is constructed so that it can be treated or discharged to the downstream side of the lake (Claim 1). In the lake water quality conservation equipment according to claim 1, a float chamber is formed in an upper part of the water storage tank, a water outflow inlet is provided in a side wall portion below the lake surface of the water storage tank, and a bottom portion of the water storage tank is opened. A movable intermediate partition wall that moves up and down according to an increase or decrease in the amount of stored water may be provided in the water storage tank below the water outflow inlet (claim 2).
【0007】前記請求項1、2記載の湖内水質保全設備
において、貯水タンクの水流出口を既設の取水設備を経
て湖下流側の維持放流設備に接続してもよい(請求項
3)。 請求項1、2記載の湖内水質保全設備において、貯水タ
ンクを、汚染水貯留機能を有する貯水タンクと、汚染水
浄化機能を有する貯水タンクと、浄化水貯留機能を有す
る貯水タンクとにより構成し、同各貯水タンクを水流出
入口を介してその順に接続してもよい(請求項4)。In the lake water quality conservation facility according to the first and second aspects, the water outlet of the water storage tank may be connected to the maintenance discharge facility on the downstream side of the lake through the existing water intake facility (claim 3). The lake water quality conservation facility according to claim 1 or 2, wherein the water storage tank comprises a water storage tank having a contaminated water storage function, a water storage tank having a contaminated water purification function, and a water storage tank having a purified water storage function. The respective water storage tanks may be connected in that order via a water outflow / outlet port (claim 4).
【0008】[0008]
【作用】請求項1記載の湖内水質保全設備は、湖面に浮
上可能な浮体構造の貯水タンクを有し、同貯水タンク内
の貯水を浄化処理乃至湖下流側へ放流可能に構成してお
り、湖内水質保全設備が陸上や水中で土木工事を行わず
に湖内に設置される。請求項2記載の湖内水質保全設備
は、貯水タンクの上部にフロート室を形成し、同貯水タ
ンクの湖面よりも下方の側壁部分に水流出入口を設け、
同貯水タンクの底部を開口し、同水流出入口よりも下方
の貯水タンク内に可動中間隔壁を昇降可能に設けてお
り、フロート室の浮力により貯水タンクの上部が湖面上
に浮上するとともに貯水タンクの下部(同上部を除く貯
水タンクの殆どの部分)が水没して、汚染水等が水流入
口から可動中間隔壁(壁自身の比重を水の比重に一致さ
せた可動中間隔壁)よりも上方の貯水タンク内へ流入す
る。このとき、同可動中間隔壁の下側には、湖水があ
り、貯水タンク内の貯水量が増加すると、同可動中間隔
壁が下降し、貯水タンク内の貯水量が減少すると、同可
動中間隔壁が上昇して、貯水タンク内の水位と湖面の水
位との間に僅かの水位差しか生ぜず、このことにより、
貯水タンクの上部が湖面から常に一定量だけ浮上する。The lake water quality conservation facility according to claim 1 has a water storage tank having a floating structure that can float on the surface of the lake, and the water stored in the water storage tank can be purified or discharged to the downstream side of the lake. , Water quality conservation equipment in the lake will be installed in the lake without performing civil engineering works on land or in water. In the lake water quality conservation facility according to claim 2, a float chamber is formed in an upper part of the water storage tank, and a water outflow inlet is provided in a side wall portion below the lake surface of the water storage tank.
The bottom of the water storage tank is opened, and a movable intermediate bulkhead is installed in the water storage tank below the water outflow inlet so that it can be moved up and down.The buoyancy of the float chamber causes the upper part of the water storage tank to float above the lake surface and The lower part (most of the water storage tank except the upper part) is submerged, and contaminated water etc. is stored above the movable intermediate bulkhead (the movable intermediate bulkhead in which the specific gravity of the wall itself matches the specific gravity of water) from the water inlet. It flows into the tank. At this time, there is lake water below the movable intermediate bulkhead, and when the amount of water stored in the water storage tank increases, the movable intermediate bulkhead descends, and when the amount of water stored in the water storage tank decreases, the movable intermediate bulkhead is removed. It rises and there is no slight water level difference between the water level in the reservoir and the water level on the lake surface.
The upper part of the water storage tank always floats above the lake surface.
【0009】請求項3記載の湖内水質保全設備は、貯水
タンクの水流出口を既設の取水設備を経て湖下流側の維
持放流設備に接続しており、清澄水若しくは汚染水が水
流入口から貯水タンクへ流入して、貯水され、次いで同
貯水タンクの水流出口から既設の取水設備と湖下流側の
維持放流設備とを経て湖下流側へ放流されて、湖内の水
質が保全される。In the lake water quality conservation facility according to claim 3, the water outlet of the water storage tank is connected to the maintenance discharge facility on the downstream side of the lake through the existing water intake facility, and clear water or contaminated water is stored from the water inlet. The water flows into the tank, is stored, and is then discharged from the water outlet of the water storage tank to the downstream side of the lake through the existing water intake equipment and the maintenance discharge equipment on the downstream side of the lake, thus preserving the water quality in the lake.
【0010】請求項4記載の湖内水質保全設備は、貯水
タンクを、汚染水貯留機能を有する貯水タンクと、汚染
水浄化機能を有する貯水タンクと、浄化水貯留機能を有
する貯水タンクとにより構成し、同各貯水タンクを水流
出入口を介してその順に接続しており、先ず汚染水等が
汚染水貯留機能を有する貯水タンクへ流入して、貯水さ
れ、次いで汚染水浄化機能を有する貯水タンクへ流入し
て、浄化され、次いで浄化水貯留機能を有する貯水タン
クへ流入して、貯水された後、湖内へ放流される。According to a fourth aspect of the present invention, there is provided a water storage facility in a lake, wherein the water storage tank comprises a water storage tank having a contaminated water storage function, a water storage tank having a contaminated water purification function, and a water storage tank having a purified water storage function. Then, the respective water storage tanks are connected in that order via a water outflow / outlet port, and first, contaminated water etc. flows into a water storage tank having a contaminated water storage function, is stored, and then to a water storage tank having a contaminated water purification function. It flows in and is purified, then flows into a water storage tank having a purified water storage function, is stored, and is then discharged into the lake.
【0011】[0011]
(第1実施例)次に本発明の湖内水質保全設備を図1、
図2に示す第1実施例により説明すると、5が貯水タン
クで、同貯水タンク5は、底部の開口したタンク外壁1
と、同タンク外壁1内に昇降可能に設けた可動中間隔壁
(壁自身の比重を水の比重に一致させた可動中間隔壁)
2と、同可動中間隔壁2よりも上方のタンク外壁1に設
けた水流出入口3と、タンク外壁1の上部に形成したフ
ロート室4とにより構成されている。9は貯水タンク5
内の貯水、10は可動中間隔壁2の下側の湖水(ダム
水)である。(First Embodiment) Next, a lake water quality conservation facility of the present invention is shown in FIG.
Referring to the first embodiment shown in FIG. 2, reference numeral 5 is a water storage tank, and the water storage tank 5 includes a tank outer wall 1 having an open bottom.
And a movable intermediate partition wall that is vertically movable within the tank outer wall 1 (a movable intermediate partition wall in which the specific gravity of the wall itself matches the specific gravity of water)
2, a water outlet / inlet 3 provided in the tank outer wall 1 above the movable intermediate partition 2, and a float chamber 4 formed in the upper part of the tank outer wall 1. 9 is a water storage tank 5
Reservoir 10 therein is lake water (dam water) below the movable intermediate bulkhead 2.
【0012】次に前記図1、図2に示す湖内水質保全設
備の作用を具体的に説明する。貯水タンク5の上部にフ
ロート室4が形成され、同貯水タンク5の湖面よりも下
方の側壁部分に水流出入口3が設けられ、同貯水タンク
5の底部が開口され、水流出入口3よりも下方の貯水タ
ンク5内に可動中間隔壁2が昇降可能に設けられてお
り、フロート室4の浮力により貯水タンク5の上部が湖
面上に浮上するとともに貯水タンク5の下部(同上部を
除く貯水タンク5の殆どの部分)が水没して、汚染水等
が水流入口3から可動中間隔壁(壁自身の比重が水の比
重に一致した可動中間隔壁)2よりも上方の貯水タンク
5内へ流入する。Next, the operation of the lake water quality conservation facility shown in FIGS. 1 and 2 will be specifically described. A float chamber 4 is formed above the water storage tank 5, a water outflow inlet 3 is provided in a side wall portion of the water storage tank 5 below the lake surface, a bottom portion of the water storage tank 5 is opened, and the water storage tank 5 is located below the water outflow inlet 3. The movable intermediate bulkhead 2 is provided in the water storage tank 5 so as to be able to move up and down, and the buoyancy of the float chamber 4 causes the upper portion of the water storage tank 5 to float above the lake surface and the lower portion of the water storage tank 5 (excluding the upper portion of the water storage tank 5). Most of the portion) is submerged in water, and contaminated water or the like flows from the water inlet 3 into the water storage tank 5 above the movable intermediate partition wall (the movable intermediate partition wall whose specific gravity matches the specific gravity of water) 2.
【0013】このとき、同可動中間隔壁2の下側には、
湖水(ダム水)があり、貯水タンク5内の貯水量が増加
すると、同可動中間隔壁2が下降し、貯水タンク5内の
貯水量が減少すると、同可動中間隔壁2が上昇して、貯
水タンク5内の水位と湖面の水位との間に僅かの水位差
しか生ぜず、このことにより、貯水タンク5の上部が湖
面から常に一定量だけ浮上する。At this time, below the movable intermediate partition wall 2,
When there is lake water (dam water) and the amount of water stored in the water storage tank 5 increases, the movable intermediate bulkhead 2 descends, and when the amount of water stored in the water storage tank 5 decreases, the movable intermediate bulkhead 2 rises to store water. There is no slight water level difference between the water level in the tank 5 and the water level on the lake surface, which causes the upper part of the water storage tank 5 to always float above the lake surface by a certain amount.
【0014】(第2実施例)次に本発明の湖内水質保全
設備を図3に示す第2実施例により説明すると、5が貯
水タンクで、同貯水タンク5は、第1実施例の貯水タン
ク5と同様に構成されている。6が上流水、7が既設の
取水設備、8が湖下流側の維持放流設備、16が貯水タ
ンク5をガイドするガイド部材である。(Second Embodiment) Next, a lake water quality conservation facility of the present invention will be described with reference to a second embodiment shown in FIG. 3. Reference numeral 5 is a water storage tank, and the water storage tank 5 is the water storage tank of the first embodiment. It is configured similarly to the tank 5. 6 is upstream water, 7 is existing water intake equipment, 8 is maintenance and discharge equipment on the downstream side of the lake, and 16 is a guide member for guiding the water storage tank 5.
【0015】次に前記図3に示す湖内水質保全設備の作
用を具体的に説明する。上流水(清澄水若しくは汚染
水)6が水流入口3から貯水タンク5へ流入して、貯水
され、次いで同貯水タンク5の水流出口3から既設の取
水設備7と湖下流側の維持放流設備8とを経て湖下流側
へ放流されて、湖内の水質が保全される。 (第3実施例)次に本発明の湖内水質保全設備を図4に
示す第3実施例により説明すると、5aが汚染水貯留機
能を有する貯水タンクで、同貯水タンク5aは、第1実
施例の貯水タンク5と同様に構成されている。Next, the operation of the lake water quality conservation facility shown in FIG. 3 will be specifically described. Upstream water (clear water or contaminated water) 6 flows from the water inlet 3 into the water storage tank 5 and is stored therein, and then from the water outlet 3 of the water storage tank 5 to the existing water intake facility 7 and the maintenance discharge facility 8 on the downstream side of the lake. After being discharged to the downstream side of the lake, the water quality in the lake is preserved. (Third Embodiment) Next, a lake water quality conservation facility of the present invention will be described with reference to a third embodiment shown in FIG. 4. 5a is a water storage tank having a contaminated water storage function, and the water storage tank 5a is the first embodiment. It is configured similarly to the water storage tank 5 of the example.
【0016】5bが汚染水浄化機能を有する貯水タンク
で、同貯水タンク5bが第1実施例の貯水タンク5と同
様に構成されている。この貯水タンク5bは、汚染水を
化学的、生物的、物理的に浄化する機能を有している。
5cが浄化水貯留機能を有する貯水タンクで、同貯水タ
ンク5cは、第1実施例の貯水タンク5と同様に構成さ
れている。Reference numeral 5b is a water storage tank having a function of purifying contaminated water, and the water storage tank 5b is constructed similarly to the water storage tank 5 of the first embodiment. The water storage tank 5b has a function of chemically, biologically, and physically purifying contaminated water.
Reference numeral 5c is a water storage tank having a purified water storage function, and the water storage tank 5c is configured similarly to the water storage tank 5 of the first embodiment.
【0017】そして汚染水貯留機能を有する貯水タンク
5aと、汚染水浄化機能を有する貯水タンク5bと、浄
化水貯留機能を有する貯水タンク5cとが水流出入口を
介してその順に接続されている。14がアンカー、15
が貯水タンク5a、5b間の接続部と貯水タンク5b、
5c間の接続部とに設けたバルブ・ポンプ設備である。A water storage tank 5a having a contaminated water storage function, a water storage tank 5b having a contaminated water purification function, and a water storage tank 5c having a purified water storage function are connected in that order through a water outflow port. 14 is an anchor, 15
Is a connection between the water storage tanks 5a and 5b and the water storage tank 5b,
It is a valve / pump facility provided at the connection between 5c.
【0018】次に前記図4に示す湖内水質保全設備の作
用を具体的に説明する。先ず汚染水等が汚染水貯留機能
を有する貯水タンク5aへ流入して、ここに貯水され、
次いで汚染水浄化機能を有する貯水タンク5bへ流入し
て、ここで浄化され、次いで浄化水貯留機能を有する貯
水タンク5cへ流入して、ここに貯水された後、湖内へ
放流される。Next, the operation of the lake water quality conservation facility shown in FIG. 4 will be specifically described. First, contaminated water or the like flows into a water storage tank 5a having a contaminated water storage function and is stored therein.
Next, it flows into a water storage tank 5b having a contaminated water purification function, is purified there, then flows into a water storage tank 5c having a purified water storage function, is stored therein, and is then discharged into the lake.
【0019】[0019]
【発明の効果】本発明の湖内水質保全設備は前記のよう
に湖面に浮上可能な浮体構造の貯水タンクを有し、同貯
水タンク内の貯水を浄化処理乃至湖下流側へ放流可能に
構成しているので、湖内水質保全設備を陸上や水中で土
木工事を行わずに湖内に設置できる。EFFECTS OF THE INVENTION The lake water quality conservation equipment of the present invention has a water storage tank having a floating structure that can float on the surface of the lake as described above, and the water stored in the water storage tank can be purified or discharged to the downstream side of the lake. As a result, the lake water quality conservation facility can be installed in the lake without performing civil engineering work on land or in water.
【0020】また貯水タンクの上部にフロート室を形成
し、同貯水タンクの湖面よりも下方の側壁部分に水流出
入口を設け、同貯水タンクの底部を開口し、同水流出入
口よりも下方の貯水タンク内に可動中間隔壁を昇降可能
に設けており、フロート室の浮力により貯水タンクの上
部を湖面上に浮上させるとともに貯水タンクの下部(同
上部を除く貯水タンクの殆どの部分)を水没させて、汚
染水等を水流入口から可動中間隔壁(壁自身の比重を水
の比重に一致させた可動中間隔壁)よりも上方の貯水タ
ンク内へ流入させる。このとき、同可動中間隔壁の下側
には、湖水があり、貯水タンク内の貯水量が増加する
と、同可動中間隔壁が下降し、貯水タンク内の貯水量が
減少すると、同可動中間隔壁が上昇して、貯水タンク内
の水位と湖面の水位との間に僅かの水位差しか生じさせ
ず、このことにより、貯水量が変化しても、貯水タンク
の上部を湖面の水位に対して一定の高さ位置に保持する
ので、貯水タンク同士の接合を容易に行うことができ
て、湖内水質保全設備を大規模化できる。Further, a float chamber is formed in the upper part of the water storage tank, a water outflow inlet is provided in a side wall portion below the lake surface of the water storage tank, the bottom of the water storage tank is opened, and the water storage tank is below the water outflow inlet. A movable intermediate bulkhead is provided so that it can be raised and lowered, and the upper part of the water storage tank is floated above the lake surface by the buoyancy of the float chamber and the lower part of the water storage tank (most part of the water storage tank except the upper part) is submerged. Contaminated water or the like is caused to flow from the water inlet into the water storage tank above the movable intermediate bulkhead (the movable intermediate bulkhead in which the specific gravity of the wall itself matches the specific gravity of water). At this time, there is lake water below the movable intermediate bulkhead, and when the amount of water stored in the water storage tank increases, the movable intermediate bulkhead descends, and when the amount of water stored in the water storage tank decreases, the movable intermediate bulkhead is removed. It rises and causes only a slight water level difference between the water level in the water tank and the water level on the lake surface, which keeps the upper part of the water tank constant with respect to the water level on the lake surface even if the water volume changes. Since the water tanks are held at the height position, the water tanks can be easily joined to each other, and the lake water quality conservation facility can be enlarged.
【0021】また上記のように貯水タンクの上部を湖面
の水位に対して一定の高さ位置に保持するので、景観を
損なわない。また貯水タンクの水流出口を既設の取水設
備を経て湖下流側の維持放流設備に接続しているので、
清澄水若しくは汚染水を既設の設備を利用して湖下流側
へ放流できる。Further, as described above, since the upper part of the water storage tank is held at a constant height position with respect to the water level on the lake surface, the landscape is not impaired. Also, since the water outlet of the water storage tank is connected to the maintenance discharge facility on the downstream side of the lake through the existing water intake facility,
Clear water or contaminated water can be discharged to the downstream side of the lake using existing equipment.
【0022】また貯水タンクを、汚染水貯留機能を有す
る貯水タンクと、汚染水浄化機能を有する貯水タンク
と、浄化水貯留機能を有する貯水タンクとにより構成
し、同各貯水タンクを水流出入口を介してその順に接続
しており、先ず汚染水等を汚染水貯留機能を有する貯水
タンクへ流入して、ここに貯水し、次いで汚染水浄化機
能を有する貯水タンクへ流入して、ここで浄化し、次い
で浄化水貯留機能を有する貯水タンクへ流入して、ここ
に貯水した後、湖内へ放流するので、この点からも湖内
水質保全設備を大規模化できる。Further, the water storage tank is composed of a water storage tank having a contaminated water storage function, a water storage tank having a contaminated water purification function, and a water storage tank having a purified water storage function. First, the contaminated water etc. flows into a water storage tank having a contaminated water storage function, stores the water therein, and then flows into a water storage tank having a contaminated water purification function, where it is purified. Then, it flows into a water storage tank having a purified water storage function, stores the water in it, and then discharges it into the lake. From this point as well, the lake water quality conservation facility can be enlarged.
【0023】また貯水タンク内の貯水量が増加すると、
可動中間隔壁が下降し、貯水タンク内の貯水量が減少す
ると、可動中間隔壁が上昇するので、可動中間隔壁を昇
降させるための動力を不要にできる。When the amount of water stored in the water storage tank increases,
When the movable intermediate bulkhead is lowered and the amount of water stored in the water storage tank is reduced, the movable intermediate bulkhead is raised, so that power for raising and lowering the movable intermediate bulkhead can be eliminated.
【図1】本発明の湖内水質保全設備の第1実施例の概略
を示す斜視図である。FIG. 1 is a perspective view showing an outline of a first embodiment of a lake water quality conservation facility of the present invention.
【図2】(a)は同第1実施例の詳細を示す一部切裁斜
視図、(b)はその縦断側面図である。FIG. 2A is a partially cut perspective view showing details of the first embodiment, and FIG. 2B is a longitudinal side view thereof.
【図3】本発明の湖内水質保全設備の第2実施例を示す
縦断側面図である。FIG. 3 is a vertical sectional side view showing a second embodiment of the lake water quality conservation facility of the present invention.
【図4】本発明の湖内水質保全設備の第3実施例を示す
縦断側面図である。FIG. 4 is a vertical sectional side view showing a third embodiment of the lake water quality conservation facility of the present invention.
1 貯水タンク5のタンク外壁 2 〃 の可動中間隔壁 3 〃 の水流出入口 4 〃 のフロート室 5 貯水タンク 9 貯水タンク5内の貯水 10 可動中間隔壁2下側の湖水(ダム水) 1 Tank outer wall of water storage tank 2 Movable intermediate bulkhead of 3 〃 Water outflow inlet of 3 〃 Float chamber of 5 〃 Water storage tank 9 Water storage in water storage tank 10 Lake water (dam water) below movable intermediate bulkhead 2
Claims (4)
を有し、同貯水タンク内の貯水を浄化処理乃至湖下流側
へ放流可能に構成したことを特徴とする湖内水質保全設
備。1. A water quality preservation facility in a lake, comprising a water storage tank having a floating structure that can float on the surface of the lake, and configured so that the water stored in the water storage tank can be purified and discharged to the downstream side of the lake.
成し、同貯水タンクの湖面よりも下方の側壁部分に水流
出入口を設け、同貯水タンクの底部を開口し、同水流出
入口よりも下方の貯水タンク内に貯水量の増減に応じて
昇降する可動中間隔壁を設けた請求項1記載の湖内水質
保全設備。2. A float chamber is formed in an upper portion of the water storage tank, a water outflow inlet is provided in a side wall portion of the water storage tank below the lake surface, a bottom portion of the water storage tank is opened, and the water is placed below the water outflow inlet. The lake water quality maintenance facility according to claim 1, wherein a movable intermediate partition wall that moves up and down according to an increase or decrease in the amount of stored water is provided in the water storage tank.
設備を経て湖下流側の維持放流設備に接続した請求項
1、2記載の湖内水質保全設備。3. The lake water quality conservation facility according to claim 1, wherein the water outlet of the water storage tank is connected to a maintenance discharge facility on the downstream side of the lake through an existing water intake facility.
する貯水タンクと、汚染水浄化機能を有する貯水タンク
と、浄化水貯留機能を有する貯水タンクとにより構成
し、同各貯水タンクを前記水流出入口を介してその順に
接続した請求項1、2記載の湖内水質保全設備。4. The water storage tank comprises a water storage tank having a contaminated water storage function, a water storage tank having a contaminated water purification function, and a water storage tank having a purified water storage function. 3. The lake water quality conservation equipment according to claim 1, wherein the equipment is connected in that order via a doorway.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16225395A JPH0910754A (en) | 1995-06-28 | 1995-06-28 | Lake water quality maintenance equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16225395A JPH0910754A (en) | 1995-06-28 | 1995-06-28 | Lake water quality maintenance equipment |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0910754A true JPH0910754A (en) | 1997-01-14 |
Family
ID=15750924
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16225395A Withdrawn JPH0910754A (en) | 1995-06-28 | 1995-06-28 | Lake water quality maintenance equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0910754A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004031288A1 (en) * | 2002-10-07 | 2004-04-15 | Bridgestone Corporation | Rubber composition |
-
1995
- 1995-06-28 JP JP16225395A patent/JPH0910754A/en not_active Withdrawn
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004031288A1 (en) * | 2002-10-07 | 2004-04-15 | Bridgestone Corporation | Rubber composition |
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Legal Events
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A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20020903 |