JP2002155517A - Reservoir under river - Google Patents
Reservoir under riverInfo
- Publication number
- JP2002155517A JP2002155517A JP2000352364A JP2000352364A JP2002155517A JP 2002155517 A JP2002155517 A JP 2002155517A JP 2000352364 A JP2000352364 A JP 2000352364A JP 2000352364 A JP2000352364 A JP 2000352364A JP 2002155517 A JP2002155517 A JP 2002155517A
- Authority
- JP
- Japan
- Prior art keywords
- water
- river
- water storage
- storage tank
- rivers
- 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.)
- Pending
Links
Landscapes
- Sewage (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】各種の水路及び河川の溢水防
止技術に属する。TECHNICAL FIELD The present invention relates to a technique for preventing flooding of various waterways and rivers.
【0002】[0002]
【従来の技術】台風襲来などにより豪雨が発生した場
合、水路あるいは河川に降雨水が集中して、溢水あるいは
堤防決壊などの事態をまねくことがある。2. Description of the Related Art When heavy rain occurs due to a typhoon or the like, rainwater concentrates on waterways or rivers, which may lead to flooding or levee collapse.
【0003】従来このような事態に対して、堤防を高く
する、川底を深くする、分岐用水路を構築するなどの手段
がある。しかしながら、かかる手段は局地的には、水位上
昇に基づく氾濫は回避されても、増水した水量はそのま
ま下流に及ぶものであり、下流での氾濫を招くことにな
る。[0003] Conventionally, in order to cope with such a situation, there are measures such as raising a dike, deepening a riverbed, and constructing a branch waterway. However, even though such means locally avoids flooding due to rising water levels, the increased water volume extends downstream as it is, causing flooding downstream.
【0004】上記問題を解決するため、図2に示すよう
に河川の下に貯水槽を設け、一定水位以上に増水した水
を河川の堤防に設けた取水口から河川下の貯水槽に一次
貯留し、徐々に浸透あるいは、放流するなどして、下流に
増水した水を流さずその場で水位を安定させる技術が提
案されている。In order to solve the above problem, as shown in FIG. 2, a water storage tank is provided below the river, and the water that has been raised to a certain level or higher is temporarily stored in a water storage tank below the river from an intake port provided in a river bank. Then, a technique of stabilizing the water level on the spot without flowing the increased water downstream has been proposed by gradually permeating or discharging the water.
【0005】[0005]
【発明が解決しようとする課題】豪雨時の河川、水路の
溢水はその流域を含めた広い範囲で対応する必要がある
が、一河川あるいは、水路が溢水するような状況にあって
も他の水路には余裕がある場合が多々ある。このような
場合に一つの河川あるいは水路の下に設けた貯水槽では
処理しきれず、溢水せざるを得ない場合に対処する手段
の提供にある。It is necessary to cope with flooding of rivers and waterways during heavy rainfall over a wide area including its basin. However, even if one river or waterway overflows, other floods may occur. Waterways often have room. In such a case, it is an object of the present invention to provide a means to cope with a case where a water tank provided under one river or a waterway cannot be completely treated and overflows.
【0006】[0006]
【課題を解決するための手段】本発明は、所定の水位以
上の水を貯留するために、複数の河川の下にそれぞれ設
けた貯水槽と、当該貯水槽の水を相互に移送可能なポン
プシステムからなる河川下貯水槽である。すなわち河川
の下に設けた貯水槽を相互に連結したネットワークの構
成にある。SUMMARY OF THE INVENTION The present invention relates to a water storage tank provided under a plurality of rivers for storing water of a predetermined water level or higher, and a pump capable of mutually transferring water in the water storage tank. This is a lower river reservoir composed of a system. In other words, it has a network configuration in which water tanks provided under rivers are interconnected.
【0007】[0007]
【発明の実施の形態】以下本発明を図により詳細に説明
する。図1に示すように、本発明は、複数の河川あるい
は水路の下にそれぞれ設けた貯水槽を互いに連結し、相
互に貯水槽に貯留された水のやり取りを可能とするもの
である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the drawings. As shown in FIG. 1, the present invention connects water tanks provided under a plurality of rivers or waterways to each other, and enables the exchange of water stored in the water tanks with each other.
【0008】貯水槽は河川の下に限らず、側面にすなわ
ち土手あるいは堤防の内部に併せて設けることも可能で
ある。貯水槽は河川あるいは水路の長さ方向に設けら
れ、河川に設けられた橋梁の位置など考慮して適宜、適
当な長さ、数に設定することができる。河川から離れた
場所に貯水槽を設けても何ら不都合はなく、所定水位以
上となった河川の水をオーバーフローによって流し込め
るよう、取水口と貯水槽が配管、水路などで連結されて
いれば良い。[0008] The water storage tank is not limited to under the river, but may be provided on the side, that is, on the embankment or inside the embankment. The water storage tank is provided in the length direction of the river or the waterway, and can be set to an appropriate length and an appropriate number in consideration of the position of the bridge provided in the river. There is no inconvenience even if a water tank is installed in a place away from the river, and the water intake and the water tank should be connected by pipes, waterways, etc. so that the water of the river that has reached the predetermined water level can be poured by overflow. .
【0009】貯水槽は水を貯める貯水槽であっても、一
次貯水用の浸透槽であってもよい。溢水防止の目的のた
めだけなら、一次貯留用の浸透槽とするのがよい。溢水
防止のため河川のオーバーフローを貯留し、河川の水位
が減少してから徐々に放流するようにするのが好まし
い。The water storage tank may be a water storage tank for storing water or a permeation tank for primary water storage. For the purpose of flood prevention only, it is recommended to use a permeation tank for primary storage. It is preferable to store the overflow of the river in order to prevent overflow, and to gradually release the water after the water level of the river decreases.
【0010】図示したように、各河川の下に設けられた
貯水槽は、河川の土手あるいは側壁に設けた取水口に連
結され、所定の水位以上に増水した水をオーバーフロー
として貯留できるようになっている。取水口は土手ある
いは堤防に設けるのがよいが、船などの交通の妨げにな
らない場合、河川あるいは水路の中に設けることも可能
である。取水口の入り口にはゴミ除去と安全のためスク
リーンを設けるのが好ましい。[0010] As shown in the figure, a water storage tank provided below each river is connected to an intake port provided on the bank or side wall of the river, so that water that has increased to a predetermined water level or more can be stored as overflow. ing. The water intake is preferably provided on the embankment or embankment, but it can also be provided in rivers or waterways if it does not hinder the traffic of ships. It is preferable to provide a screen at the entrance of the water intake for removing dust and ensuring safety.
【0011】貯水槽の構造は、コンクリート製あるいは
プラスチックの成形体を組み立てその周囲をシート類で
包んだものであってもよい。水を貯留する能力と、河川
下に設置するための強度があればよく、既存の方式の貯
水槽がもちいられる。The structure of the water storage tank may be a concrete or plastic molded body assembled and the periphery thereof wrapped in sheets. It only has to have the ability to store water and the strength to install under the river, and the existing type of water tank can be used.
【0012】また、貯水槽と貯水槽の間は配管で連結す
る。特に水系の異なる河川、水路に設けた貯水槽間の連
結が重要である。水系の異なる河川では、それぞれその
流域に降る降雨量が異なり、河川の容量、余裕度に差が
でるため、貯水槽の容量に余裕のない水系の貯水槽から
余裕のある水系の貯水槽に移送できるようにしておく。[0012] The water storage tanks are connected by pipes. In particular, it is important to connect rivers with different water systems and water tanks installed in waterways. In rivers with different water systems, the amount of rainfall that falls in each basin differs, and there is a difference in the capacity and margin of the river. Be prepared to do it.
【0013】各貯水槽に設けられるポンプ及び各貯水槽
間を連結する配管システムに設けられるバルブは共に遠
隔操作ができるように構成することが好ましい。It is preferable that both a pump provided in each water storage tank and a valve provided in a piping system connecting the water storage tanks are configured to be remotely operated.
【発明の効果】本発明は、河川、水路の下に設けた貯水
槽間の水を互いに移送可能に連結したため、いずれかの
貯水槽が満水になっても他の貯水量に余裕のある貯水槽
に移すことが可能となるため溢水防止と洪水防止効果が
増大する。According to the present invention, since the water between the water tanks provided under the river and the waterway is connected so that they can be transferred to each other, even if one of the water tanks becomes full, the water storage capacity is large enough for other water storage. Since it can be transferred to the tank, flood and flood prevention effects are increased.
【図1】本発明の概念図を示す。FIG. 1 shows a conceptual diagram of the present invention.
【図2】従来技術の概念図を示す。FIG. 2 shows a conceptual diagram of the prior art.
1 貯水槽 2 取水口 3 連結配管 4 遠隔操作施設 DESCRIPTION OF SYMBOLS 1 Water storage tank 2 Intake port 3 Connecting piping 4 Remote control facility
Claims (1)
数の河川の下にそれぞれ設けた貯水槽と、当該貯水槽の
水を相互に移送可能なポンプシステムからなることを特
徴とする河川下貯水槽。1. A water storage tank provided under a plurality of rivers for storing water of a predetermined water level or higher, and a pump system capable of mutually transferring water in the water storage tank. River bottom reservoir.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000352364A JP2002155517A (en) | 2000-11-20 | 2000-11-20 | Reservoir under river |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000352364A JP2002155517A (en) | 2000-11-20 | 2000-11-20 | Reservoir under river |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2002155517A true JP2002155517A (en) | 2002-05-31 |
Family
ID=18825272
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000352364A Pending JP2002155517A (en) | 2000-11-20 | 2000-11-20 | Reservoir under river |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2002155517A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009270256A (en) * | 2008-04-30 | 2009-11-19 | Yamaguchi Univ | Water level leveling method for river or the like |
ES2392075A1 (en) * | 2010-08-16 | 2012-12-04 | Fº JAVIER PORRAS VILA | System anti-overflow of the rivers. (Machine-translation by Google Translate, not legally binding) |
JP2015166532A (en) * | 2014-03-04 | 2015-09-24 | 保夫 岡田 | Connected supply flood control system |
-
2000
- 2000-11-20 JP JP2000352364A patent/JP2002155517A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009270256A (en) * | 2008-04-30 | 2009-11-19 | Yamaguchi Univ | Water level leveling method for river or the like |
ES2392075A1 (en) * | 2010-08-16 | 2012-12-04 | Fº JAVIER PORRAS VILA | System anti-overflow of the rivers. (Machine-translation by Google Translate, not legally binding) |
JP2015166532A (en) * | 2014-03-04 | 2015-09-24 | 保夫 岡田 | Connected supply flood control system |
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