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JP2777872B2 - River water reuse method and reuse device - Google Patents
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JP2777872B2 - River water reuse method and reuse device - Google Patents

River water reuse method and reuse device

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Publication number
JP2777872B2
JP2777872B2 JP25612694A JP25612694A JP2777872B2 JP 2777872 B2 JP2777872 B2 JP 2777872B2 JP 25612694 A JP25612694 A JP 25612694A JP 25612694 A JP25612694 A JP 25612694A JP 2777872 B2 JP2777872 B2 JP 2777872B2
Authority
JP
Japan
Prior art keywords
water
river
dam
water supply
river water
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
JP25612694A
Other languages
Japanese (ja)
Other versions
JPH0893003A (en
Inventor
高道 池端
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.)
IKEHATA KK
Original Assignee
IKEHATA KK
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 IKEHATA KK filed Critical IKEHATA KK
Priority to JP25612694A priority Critical patent/JP2777872B2/en
Publication of JPH0893003A publication Critical patent/JPH0893003A/en
Application granted granted Critical
Publication of JP2777872B2 publication Critical patent/JP2777872B2/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】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、河川水の再利用方法お
よび再利用装置に関する。さらに詳しくは、海域に流入
してしまう前の河川水を再利用する方法の実施規模に係
る改良と、この再利用方法を実施するに好適な河川水の
再利用装置とに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for reusing river water. More specifically, the present invention relates to an improvement relating to an implementation scale of a method of recycling river water before flowing into a sea area, and a river water recycling apparatus suitable for performing the recycling method.

【0002】[0002]

【従来の技術】従来、河川水の再利用方法としては、例
えば、ダム付近に設置された発電設備に貯留池と揚水ポ
ンプとを付設し、昼間にダムの水を発電設備に落下させ
て発電を行うと共に、発電後にその水を貯留池に貯留し
ておき、夜間に揚水ポンプで貯留池の水をダムに揚水す
ることが知られている。
2. Description of the Related Art Conventionally, as a method of recycling river water, for example, a reservoir and a pump are attached to a power generation facility installed near a dam, and water in the dam is dropped to the power generation facility in the daytime to generate power. It is known that water is stored in a reservoir after power generation, and the water in the reservoir is pumped to a dam by a pump at night.

【0003】この従来の河川水の再利用方法は、昼間と
夜間との電力需要の差を利用して、ダムに貯留されてい
る発電用の水を繰返し使用するものである。
[0003] This conventional method of reusing river water uses the difference in power demand between daytime and nighttime to repeatedly use water for power generation stored in a dam.

【0004】このような従来の河川水の再利用方法で
は、ダムの付近での小規模な再利用システムに留まり、
最近の都市部での生活用水の需要増大等に対応した大規
模な再利用システムとすることができないという問題が
ある。
[0004] In such a conventional method for reusing river water, only a small-scale reuse system near a dam is used.
There is a problem that a large-scale reuse system cannot respond to recent increases in demand for domestic water in urban areas.

【0005】[0005]

【発明が解決しようとする課題】本発明は、前述の問題
点を考慮してなされたもので、大規模な再利用を可能に
する河川水の再利用方法と、この河川水の再利用方法を
実施するに好適な河川水の再利用装置とを提供すること
を課題とする。
SUMMARY OF THE INVENTION The present invention has been made in consideration of the above-mentioned problems, and has been made in consideration of the above-mentioned problems. It is an object of the present invention to provide a river water recycling apparatus suitable for implementing the method.

【0006】[0006]

【課題を解決するための手段】前述の課題を解決するた
め、本発明に係る河川水の再利用方法は、請求項1に記
載のように、河口付近で河川水を取水し、取水した河川
水を必要に応じて取水した河川水系または別の河川水系
の上流に構築されているダムに送水し、送水が必要でな
い場合にも取水口からダムへの送水経路に取水した河川
水を保留しておく手段を採用する。
In order to solve the above-mentioned problems, a method of recycling river water according to the present invention is characterized in that a river water is taken in the vicinity of an estuary and the river water is taken. Transfer water as needed to the river system from which it was withdrawn or to a dam constructed upstream of another river system, and if water supply is not necessary, retain the river water from the intake to the dam's water path. Adopt means to keep

【0007】また、前述の課題を解決するため、本発明
に係る河川水の再利用装置は、請求項2に記載のよう
に、河口付近に設置され河川水を取水する取水口と、取
水口から取水口が設置された河川水系または別の河川水
系の上流に構築されているダムまで配設され取水された
河川水が流通または保留される送水管と、送水管の途中
に設置され送水管の河川水をダム側に送水する送水ポン
プと、送水管のダム側の端部に設けられ送水管の河川水
をダムへの放流と送水管への保留とに切換える切換機構
とを備えてなる手段を採用する。
According to another aspect of the present invention, there is provided a river water recycling apparatus installed near a river mouth to take in river water, From the river water system where the intake is installed or a dam constructed upstream of another river water system, and a water pipe in which the river water is distributed or held, and a water pipe installed in the middle of the water pipe A water supply pump for supplying the river water to the dam side, and a switching mechanism provided at an end of the water supply pipe on the dam side to switch the river water of the water supply pipe to discharge to the dam and to hold the water in the water supply pipe. Adopt means.

【0008】[0008]

【作用】前述の手段によると、請求項1では、ダムから
河口付近に至る広範な地域で河川水の循環経路が構成さ
れ、しかも取水口からダムへの送水経路に常時河川水が
保留されて循環経路の迅速な作動が可能になっているた
め、大規模な再利用を可能にする河川水の再利用方法を
提供するという課題が解決される。
According to the above-mentioned means, according to the first aspect, the river water circulation path is formed in a wide area from the dam to the vicinity of the river mouth, and the river water is always reserved in the water supply path from the intake port to the dam. Since the rapid operation of the circulation path is enabled, the problem of providing a method of reusing river water that enables large-scale reuse is solved.

【0009】また、請求項2では、前述の請求項1の作
用を奏するために、送水経路を一般的な公知技術である
送水管,送水ポンプ等で構成して効率的な送水を可能に
すると共に、切換機構を備えて河川水の送水管への保留
を可能にしてあるため、前述の河川水の再利用方法を実
施するに好適な河川水の再利用装置を提供するという課
題が解決される。
According to a second aspect of the present invention, in order to achieve the above-described operation of the first aspect, the water supply path is constituted by a water supply pipe, a water supply pump, and the like, which are generally known in the art, thereby enabling efficient water supply. At the same time, since a switching mechanism is provided to allow the river water to be retained in the water pipe, the problem of providing a river water recycling apparatus suitable for performing the above-described river water recycling method is solved. You.

【0010】[0010]

【実施例】以下、本発明に係る河川水の再利用方法およ
び再利用装置の実施例を図面に基いて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a river water recycling method and apparatus according to the present invention will be described below with reference to the drawings.

【0011】図1〜図3は、本発明に係る河川水の再利
用方法および再利用装置の第1実施例を示すものであ
る。
FIGS. 1 to 3 show a first embodiment of a river water recycling method and apparatus according to the present invention.

【0012】まず、本発明に係る河川水の再利用装置の
第1実施例の構成を説明する。
First, the configuration of a first embodiment of a river water recycling apparatus according to the present invention will be described.

【0013】この実施例では、図1に示すように、ダム
1から河川2を通って河口3に至る河川水4の自然の流
路に加えて、河口3付近からダム1に河川水4を逆流さ
せる送水経路5を備え、ダム1から河口3までの広範な
地域に河川水4の循環経路を構成している。
In this embodiment, as shown in FIG. 1, in addition to the natural flow path of the river water 4 from the dam 1 through the river 2 to the estuary 3, the river water 4 is supplied from the vicinity of the estuary 3 to the dam 1. It has a water supply path 5 for backflow, and constitutes a circulation path for river water 4 in a wide area from dam 1 to estuary 3.

【0014】送水経路5は、取水口51,送水管52,
送水ポンプ53からなる。
The water supply path 5 includes a water intake 51, a water supply pipe 52,
It consists of a water pump 53.

【0015】取水口51は、河川2から河川水4を取水
するもので、河川水4が海域6に流入する直前の河口3
付近の海水が浸入しない地点に設置される。この取水口
51には、必要に応じて簡単な浄化設備が付設される。
The water intake 51 is for taking the river water 4 from the river 2, and the river 3 immediately before the river water 4 flows into the sea area 6.
It will be installed at a location where seawater does not enter. The water inlet 51 is provided with simple purification equipment as needed.

【0016】送水管52は、取水口51で取水した河川
水4を流通させるもので、鋼管等の通常構造のものが使
用されて取水口51からダム1まで配設される。この送
水管52の配設は、河川2に沿うことも可能であるし、
河川2から離れた取水口51,ダム1の最短距離付近を
ほぼ線状に沿うことも可能である。
The water pipe 52 is used to circulate the river water 4 taken in at the water inlet 51. The water pipe 52 has a normal structure such as a steel pipe and is disposed from the water inlet 51 to the dam 1. The arrangement of the water pipe 52 can be along the river 2,
It is also possible to follow the water intake 51 remote from the river 2 and the shortest distance of the dam 1 substantially linearly.

【0017】送水ポンプ53は、送水管52の河川水4
をダム1側に送水するもので、斜流ポンプ等の通常構造
のものが使用されて送水管52の途中に設置される。
The water supply pump 53 is connected to the river water 4 of the water supply pipe 52.
Is supplied to the dam 1 side, and has a normal structure such as a mixed flow pump and is installed in the middle of the water supply pipe 52.

【0018】なお、実際の施工面からすると、例えば、
河口3からダム1までの距離(送水管52の配設距離)
が30Kmで、送水経路5の取水口51の海抜が0mで
ダム1の海抜が1,000mの場合、送水管52の口径
を3mとし高度差100mごとに4,400Kwの送水
ポンプ53を合計10基設置するのが好ましい。
From the viewpoint of actual construction, for example,
Distance from estuary 3 to dam 1 (disposition distance of water pipe 52)
Is 30 Km, the elevation of the water intake 51 of the water supply path 5 is 0 m, and the elevation of the dam 1 is 1,000 m, the diameter of the water pipe 52 is 3 m, and the water supply pump 53 of 4,400 Kw is provided for every 100 m of altitude difference. It is preferable to install the base.

【0019】さらに、この実施例では、送水経路5の送
水管52のダム1側の端部に切換機構7が設けられてい
る。
Further, in this embodiment, a switching mechanism 7 is provided at the end of the water supply pipe 52 of the water supply path 5 on the dam 1 side.

【0020】切換機構7は、図2,図3に詳細に示され
るように、立坑71,立管72,放水管73,第1切換
弁74,第2切換弁75からなる。
The switching mechanism 7 comprises a shaft 71, a vertical pipe 72, a water discharge pipe 73, a first switching valve 74, and a second switching valve 75, as shown in detail in FIGS.

【0021】立坑71は、ダム1またはダム1付近に垂
直に掘坑され大気に開放されたもので、送水経路5の取
水口51の海抜以下まで掘下げられている。この立坑7
1の口径は、立管72の口径よりも少し大きくなってい
る。
The shaft 71 is vertically excavated near the dam 1 or near the dam 1 and is opened to the atmosphere. The shaft 71 is excavated below the sea level of the water intake 51 of the water supply path 5. This shaft 7
The diameter of 1 is slightly larger than the diameter of the standing pipe 72.

【0022】立管72は、送水経路5の送水管52のダ
ム1側の端部に放水管73と分岐接続したもので、立坑
71の内部に垂直に配設されている。この立管72の下
端は、送水経路5の取水口51の海抜の約11m(大気
圧の作用する10.33mを越える)下Sに設定されて
いる(図3参照)。
The vertical pipe 72 is connected to a water discharge pipe 73 at an end of the water supply pipe 52 of the water supply path 5 on the dam 1 side, and is disposed vertically inside the vertical shaft 71. The lower end of the standpipe 72 is set at about 11 m (above 10.33 m at which atmospheric pressure acts) below sea level of the water intake 51 of the water supply path 5 (see FIG. 3).

【0023】放水管73は、送水経路5の送水管52の
ダム1側の端部に立管72と分岐接続したもので、ダム
1の貯水面に向けて配設されている。
The water discharge pipe 73 is connected to the standing pipe 72 at an end of the water supply pipe 52 of the water supply path 5 on the dam 1 side, and is disposed toward the water storage surface of the dam 1.

【0024】第1切換弁74は、送水経路5の送水管5
2のダム1側の端部と立管72との間に設けられて、開
閉して両者を連通,遮断することができるようになって
いる。
The first switching valve 74 is connected to the water supply pipe 5 of the water supply path 5.
2 is provided between the end of the dam 1 on the side of the dam 1 and the standpipe 72, and can be opened and closed to communicate and shut off both.

【0025】第2切換弁75は、送水経路5の送水管5
2のダム1側の端部と放水管73との間に設けられて、
開閉して両者を連通,遮断することができるようになっ
ている。
The second switching valve 75 is connected to the water supply pipe 5 of the water supply path 5.
2 is provided between the end on the dam 1 side and the water discharge pipe 73,
They can be opened and closed to communicate and shut off both.

【0026】次に、本発明に係る河川水の再利用装置の
第1実施例の使用例に基づいて、本発明に係る河川水の
再利用方法の第1実施例を説明する。
Next, a first embodiment of the river water recycling method according to the present invention will be described based on a usage example of the first embodiment of the river water recycling apparatus according to the present invention.

【0027】河川水4は、ダム1から放流されて河川2
を通り、途中で水道用水,農業用水等として利用されて
排出,流出し、河口3で海域6に流入してしまう。然し
ながら、河川水4の一部は、送水経路5の取水口51か
ら取水される。
The river water 4 is discharged from the dam 1 and the river 2
Through the river, it is used as tap water, agricultural water, etc., and is discharged and discharged, and flows into the sea area 6 at the estuary 3. However, a part of the river water 4 is taken from the water intake 51 of the water supply path 5.

【0028】取水された河川水4は、送水経路5の送水
ポンプ53によって送水管52の内部をダム1に向けて
送水される。そして、図2に示すように、切換機構7の
第1切換弁74を「閉」とし第2切換弁75を「開」と
しておくことにより、切換機構7の放水管73からダム
1の貯水面に放流される。なお、この送水は、送水管5
2,送水ポンプ53等の閉鎖系の送水構造で行われるた
め、非常に効率的となる。
The taken river water 4 is fed by the water supply pump 53 of the water supply path 5 to the inside of the water supply pipe 52 toward the dam 1. Then, as shown in FIG. 2, by setting the first switching valve 74 of the switching mechanism 7 to “close” and the second switching valve 75 to “open”, the water discharge surface 73 of the switching mechanism 7 is To be released. In addition, this water supply is performed by the water supply pipe 5
2. Since the operation is performed in a closed water supply structure such as the water supply pump 53, the efficiency is very high.

【0029】従って、河口3で海域6に流入してしまい
全く利用されることのない河川水4の一部がダム1に還
流され、再度水道用水,農業用水等として利用すること
できるようになる。しかも、ダム1から河口3付近まで
の広範な地域に河川水4の循環経路が構成されているた
め、河川水の再利用が大規模なものとなる。
Therefore, a part of the river water 4 which flows into the sea area 6 at the estuary 3 and is not used at all is returned to the dam 1 and can be used again as tap water, agricultural water and the like. . Moreover, since the circulation path of the river water 4 is formed in a wide area from the dam 1 to the vicinity of the estuary 3, the reuse of the river water becomes large-scale.

【0030】なお、ダム1の貯水量が多い場合等の理由
によりダム1への河川水4の放流を行わない場合には、
図3に示すように、切換機構7の第1切換弁74を
「開」とし第2切換弁75を「閉」としておくことによ
り、切換機構7の立管72に河川水4を充満させて、送
水経路5(送水管52)に河川水4を保留することがで
きる。即ち、送水経路5の送水管52,切換機構7の立
管72がサイフォン管のように構成されるためである。
なお、切換機構7の立管72の下端が送水経路5の取水
口51の海抜の下Sに設定されているため、送水経路5
に保留されている河川水4が立管72側に流れることは
あっても送水経路5の取水口51側に抜けてしまうこと
はない。
In the case where the river water 4 is not discharged to the dam 1 due to a large amount of water stored in the dam 1, for example,
As shown in FIG. 3, by setting the first switching valve 74 of the switching mechanism 7 to “open” and the second switching valve 75 to “closed”, the standing pipe 72 of the switching mechanism 7 is filled with the river water 4. The river water 4 can be reserved in the water supply path 5 (water supply pipe 52). That is, the water supply pipe 52 of the water supply path 5 and the standing pipe 72 of the switching mechanism 7 are configured as siphon pipes.
Since the lower end of the standing pipe 72 of the switching mechanism 7 is set below the sea level of the water intake 51 of the water supply path 5, the water supply path 5
Although the river water 4 reserved in the water flow may flow toward the standing pipe 72 side, it does not escape to the intake port 51 side of the water supply path 5.

【0031】従って、ダム1の貯水面への河川水4の放
流を再開する場合には、送水経路5の送水ポンプ53を
駆動すれば直ちに放流が開始される。また、送水経路5
の途中に空気が介在していないため、送水経路5の送水
ポンプ53の始動時の負荷が低減される。
Therefore, when the discharge of the river water 4 to the water storage surface of the dam 1 is restarted, the discharge is started immediately by driving the water supply pump 53 of the water supply path 5. Water supply route 5
Since no air is interposed in the middle of the process, the load at the time of starting the water supply pump 53 of the water supply path 5 is reduced.

【0032】また、大雨等によりダム1の貯水量が増加
して大量の河川水4を放流しなければならない場合に
は、送水経路5の送水ポンプ53を停止して、切換機構
7の第1切換弁74,第2切換弁75を「開」としてお
くことにより、送水経路5を利用して河川水4を河口3
付近に放流することができる。このため、ダム1と河口
3との間の中流域での洪水を防止することができる。な
お、送水経路5の送水ポンプ53を逆回転(逆方向送
水)可能な構造としておけば、河川水の4の河口3付近
への放流量を増加させることができる。
If the amount of water stored in the dam 1 increases due to heavy rain or the like and a large amount of river water 4 must be discharged, the water supply pump 53 of the water supply path 5 is stopped, and the first switching mechanism 7 By setting the switching valve 74 and the second switching valve 75 to “open”, the river water 4 is supplied to the estuary 3
Can be released nearby. For this reason, it is possible to prevent flooding in the middle basin between the dam 1 and the estuary 3. If the water supply pump 53 of the water supply path 5 has a structure capable of reverse rotation (reverse water supply), the discharge rate of the river water 4 to the vicinity of the estuary 3 can be increased.

【0033】図4は、本発明に係る河川水の再利用方法
および再利用装置の第2実施例を示すものである。
FIG. 4 shows a second embodiment of the river water recycling method and apparatus according to the present invention.

【0034】この実施例では、前述の第1実施例におけ
る切換機構7の放水管73,第1切換弁74,第2切換
弁75を省略し、切換機構7として立坑71をダム1側
に開閉する開閉扉76と立坑71に連結したバキューム
部77とを加えている。
In this embodiment, the water discharge pipe 73, the first switching valve 74, and the second switching valve 75 of the switching mechanism 7 in the first embodiment are omitted, and the shaft 71 is opened and closed on the dam 1 side as the switching mechanism 7. Door 76 and a vacuum unit 77 connected to the shaft 71 are added.

【0035】この実施例によると、開閉扉76を開放し
てバキューム部77を停止しておくことにより、送水経
路5への河川水4の保留が可能になる。
According to this embodiment, the opening and closing door 76 is opened and the vacuum section 77 is stopped, so that the river water 4 can be reserved in the water supply path 5.

【0036】また、バキューム部77を駆動して開閉扉
76を必要量開けることにより、立坑71に作用する吸
引力によって、前述のダム1側,河口3側への双方の放
流を促進することができる。
Further, by driving the vacuum unit 77 to open the opening / closing door 76 by a required amount, it is possible to promote the discharge to both the dam 1 side and the river mouth 3 side by the suction force acting on the shaft 71. it can.

【0037】以上、図示した実施例の外に、ダム1とは
別の河川水系の河口3付近に送水経路5の取水口51を
設置する実施例とすることもできる。
As described above, in addition to the illustrated embodiment, an embodiment in which the water intake 51 of the water supply path 5 is installed near the estuary 3 of a river system different from the dam 1 can be adopted.

【0038】さらに、送水経路5の途中に河川水を利用
する分岐バルブを備える実施例とすることもできる。
Further, an embodiment may be provided in which a branch valve for utilizing river water is provided in the middle of the water supply path 5.

【0039】[0039]

【発明の効果】以上のように本発明に係る河川水の再利
用方法は、河口付近からダムまでの広範な地域に送水経
路を配設したため、河川水を大規模に再利用することが
できる効果がある。
As described above, in the method for recycling river water according to the present invention, since the water supply route is provided in a wide area from the vicinity of the estuary to the dam, the river water can be reused on a large scale. effective.

【0040】また、送水経路に河川水が保留されている
ため、迅速に河川水の送水を再開することができる効果
がある。
Further, since the river water is reserved in the water supply route, there is an effect that the water supply of the river water can be promptly restarted.

【0041】さらに、ダムの貯留水を送水経路で逆に流
下させて、中流域での洪水を防止することができる効果
がある。
Further, there is an effect that the stored water of the dam is caused to flow backward in the water supply route, thereby preventing flooding in the middle basin.

【0042】さらに、本発明に係る河川水の再利用装置
は、前述の本発明に係る河川水の再利用方法の効果を損
なわないことに加えて、閉鎖系の送水構造で送水するた
め、送水が非常に効率的となる効果がある。
Further, the river water recycling apparatus according to the present invention not only does not impair the effect of the above-described river water recycling method according to the present invention, but also uses the closed system water supply structure to supply water. Has the effect of being very efficient.

【0043】さらに、送水経路に河川水が保留されてい
るため、送水再開時の送水ポンプの始動時の負荷が低減
される効果がある。
Furthermore, since the river water is reserved in the water supply route, the load at the time of starting the water supply pump at the time of restarting the water supply is reduced.

【0044】さらに、送水ポンプを逆方向送水可能な構
造として河口側への放流を促進することにより、中流域
での洪水をより確実に防止することができる効果があ
る。
Furthermore, by promoting the discharge to the estuary by making the water supply pump a structure capable of supplying water in the reverse direction, there is an effect that floods in the middle basin can be more reliably prevented.

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

【図1】本発明に係る河川水の再利用方法および再利用
装置の第1実施例を示す断面図である。
FIG. 1 is a sectional view showing a first embodiment of a river water recycling method and a recycling apparatus according to the present invention.

【図2】図1の要部の拡大断面図である。FIG. 2 is an enlarged sectional view of a main part of FIG.

【図3】図2の他の動作図である。FIG. 3 is another operation diagram of FIG. 2;

【図4】本発明に係る河川水の再利用方法および再利用
装置の第2実施例を示す要部の断面図である。
FIG. 4 is a sectional view of a main part showing a second embodiment of the river water recycling method and the reuse apparatus according to the present invention.

【符号の説明】[Explanation of symbols]

1 ダム 2 河川 3 河口 4 河川水 5 送水経路 51 取水口 52 送水管 53 送水ポンプ 7 切換機構 Reference Signs List 1 dam 2 river 3 estuary 4 river water 5 water supply route 51 water intake 52 water supply pipe 53 water supply pump 7 switching mechanism

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 河口付近で河川水を取水し、取水した河
川水を必要に応じて取水した河川水系または別の河川水
系の上流に構築されているダムに送水し、送水が必要で
ない場合にも取水口からダムへの送水経路に取水した河
川水を保留しておく河川水の再利用方法。
Claims 1. In the case where water is taken in the vicinity of an estuary and water is supplied to a dam constructed in the upstream of another river water system or another river water system where the water is not taken as necessary. A method for reusing river water that retains river water from the water intake to the dam.
【請求項2】 河口付近に設置され河川水を取水する
取水口と、取水口から取水口が設置された河川水系また
は別の河川水系の上流に構築されているダムまで配設さ
れ取水された河川水が流通または保留される送水管と、
送水管の途中に設置され送水管の河川水をダム側に送水
する送水ポンプと、送水管のダム側の端部に設けられ送
水管の河川水をダムへの放流と送水管への保留とに切換
える切換機構とを備えてなる河川水の再利用装置。
2. A water intake installed near a river mouth for taking in river water, and a water intake from the water intake to a river water system where the water intake is installed or a dam constructed upstream of another river water system. A water pipe through which river water is distributed or reserved;
A water pump installed in the middle of the water pipe to feed the river water from the water pipe to the dam, and a water pump installed at the end of the water pipe on the dam side to discharge the river water to the dam and hold it in the water pipe. A river water recycling device comprising a switching mechanism for switching between the two.
JP25612694A 1994-09-27 1994-09-27 River water reuse method and reuse device Expired - Fee Related JP2777872B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25612694A JP2777872B2 (en) 1994-09-27 1994-09-27 River water reuse method and reuse device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25612694A JP2777872B2 (en) 1994-09-27 1994-09-27 River water reuse method and reuse device

Publications (2)

Publication Number Publication Date
JPH0893003A JPH0893003A (en) 1996-04-09
JP2777872B2 true JP2777872B2 (en) 1998-07-23

Family

ID=17288265

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25612694A Expired - Fee Related JP2777872B2 (en) 1994-09-27 1994-09-27 River water reuse method and reuse device

Country Status (1)

Country Link
JP (1) JP2777872B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105926710A (en) * 2016-06-21 2016-09-07 宝莲华新能源技术(上海)有限公司 Novel water-source heat pump water getting device suitable for small-slope riverbed

Also Published As

Publication number Publication date
JPH0893003A (en) 1996-04-09

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