JP2015166532A - Connected supply flood control system - Google Patents

Connected supply flood control system Download PDF

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JP2015166532A
JP2015166532A JP2014041409A JP2014041409A JP2015166532A JP 2015166532 A JP2015166532 A JP 2015166532A JP 2014041409 A JP2014041409 A JP 2014041409A JP 2014041409 A JP2014041409 A JP 2014041409A JP 2015166532 A JP2015166532 A JP 2015166532A
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water
relay
control system
flood control
river
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JP6029183B2 (en
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保夫 岡田
Yasuo Okada
保夫 岡田
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Abstract

PROBLEM TO BE SOLVED: To provide a connected supply flood control system capable of preventing a flood and the overflow of a river even when water volume control means for controlling a flow rate of an on-off valve, a valve and the like is not specially arranged.SOLUTION: A connected supply flood control system 1 includes an intake device 2 for collecting water, a plurality of relay tanks 3 for storing the water collected by the intake device 2, and a connection pipe 5 for connecting the plurality of relay tanks 3, 3, ..., 3 together. The connected supply flood control system 1 is a mechanism that makes water levels W of the plurality of relay tanks 3 kept constant when the water is supplied from a river.

Description

本発明は、河川の氾濫・洪水を防止する連結供給治水システムに関する。   The present invention relates to a connected supply and flood control system that prevents flooding and flooding of rivers.

豪雨による洪水や河川水の氾濫に対する対策としては、ダムや、河川の堤防などを設置して、河川水の水を一定にする対策がある。
通常、ダムにおいては、ダム地点における河川の流入量と同量の、あるいは灌漑や河川環境の維持を目的として流入量以上の放流を行っている。しかし、豪雨などにより河川の流入量が著しく増大した場合においては、流入量と同量の放流を行うと下流部において河川流量が増大するために水位が上昇し、洪水の危険性が増すことになる。そこで、ダム地点において流入量が一定量を上回った時点で、ダムからの放流量をそれ以上に増やさず、流入量と放流量の差分をダム湖内に貯留することができれば、下流における河川流量は一定以下となり、それ以上の水位上昇を防ぐことができる。この考え方に基づく手法が洪水調節としては、一定率一定量方式と呼ばれるものがあり、ゲート操作によりピーク流量までは、流入量に対して一定の割合で貯留を行い、ピーク以降は一定量の放流を行う調節方式がある。また、自然調節方式と呼ばれるものとして、ゲート操作を行わずにダムの常時満水位(洪水期制限水位)に放流口を設け、洪水調節を行う方式がある。近年、小規模ダムで全国的に採用されている。
Measures against floods caused by heavy rain and river water floods include the installation of dams and river embankments to keep river water constant.
Normally, dams discharge the same amount as the inflow of the river at the dam site, or more than the inflow for the purpose of irrigation and maintenance of the river environment. However, when the inflow of the river is significantly increased due to heavy rain, etc., if the same amount of discharge is released, the river flow will increase in the downstream area and the water level will rise, increasing the risk of flooding. Become. Therefore, if the inflow exceeds a certain amount at the dam site, the discharge from the dam will not be increased further, and if the difference between the inflow and the discharge can be stored in the dam lake, the downstream river flow Becomes below a certain level, and further increase in water level can be prevented. There is a method based on this concept called flood control, which is called a constant rate and constant volume method, where the gate operation stores up to the peak flow rate at a fixed rate with respect to the inflow rate, and after the peak, a fixed amount of discharge is performed. There is an adjustment method to do. In addition, there is a so-called natural adjustment method in which flood control is performed by providing a discharge port at the dam's full water level (floor season limit water level) without gate operation. In recent years, small dams have been adopted nationwide.

特開2012−21353号公報JP 2012-21353 A 特開2007−264845号公報JP 2007-264845 A

特許文献1には、「河川の上流或いは中流において、片側の岸辺より先端部が河川の斜め上流方向に向かい、前記先端部が河川中央付近或いはその途中までの長さとした堰堤を建設することを特徴とする、河川の自然と治水を回復する堰堤の方法。」が開示されている。   Patent Document 1 states that “in the upstream or middle stream of a river, construct a dam with a tip part extending obliquely upstream from the shore on one side, and the tip part having a length near or in the middle of the river center. A characteristic dam method for restoring river nature and flood control is disclosed.

特許文献2には、ダム内に貯留された貯留水を水取引に活用して、治水者及び利水者が所望の目的や要望に応じて効率的且つ柔軟に水という資源を利用することができるダム貯留水取引システム、が開示されている。   In Patent Document 2, the water stored in the dam can be used for water transactions, and the water control person and the water user can use the resource of water efficiently and flexibly according to the desired purpose and request. A dam reservoir water trading system is disclosed.

しかしながら、上記従来の対策では、限られた区域の中にダムや池・湖などがないと対策ができず、また、限られた区域の中にダムや池・湖があっても、各々のダムや池・湖が氾濫してしまうと、洪水や河川の氾濫を防止することができなかった。そして、洪水や河川の氾濫により災害を引き起こす問題を有していた。また、上記ダムを利用した治水では、降雨の地域のみでの対策になるにすぎず、山間部や平野部の地形や、平野部における水の有効活用には十分なものではなかった。   However, the above conventional measures cannot be taken if there are no dams, ponds, or lakes in a limited area, and even if there are dams, ponds, or lakes in a limited area, If dams, ponds and lakes were flooded, floods and rivers could not be prevented. And it had the problem of causing disasters due to floods and rivers. In addition, the flood control using the above dam is only a measure for rainy areas only, and it is not sufficient for the topography of mountainous areas and plains and the effective use of water in plains.

そこで本発明は、開閉弁やバルブなどの流量を調節する水量調節手段を特段配置しなくとも、洪水や河川の氾濫を防止することができる連結供給治水システムを提供することを目的とする。   Therefore, an object of the present invention is to provide a connected supply and flood control system that can prevent flooding and flooding of rivers without specially arranging water amount adjusting means such as on-off valves and valves for adjusting the flow rate.

本発明の連結供給治水システムは、水を集める取水装置と、取水装置により集めた水を貯蔵する複数の中継タンクと、複数の中継タンクを連結する連結管を備え、前記複数の中継タンクの海抜(標高高さ位置)が同じ高さであり、これらの水系路と河川が連結されていることを特徴とする。
本発明の連結供給治水システムは、水を集める取水装置と、取水装置により集めた水を貯蔵する複数の中継タンクと、複数の中継タンクを連結する連結管を備え、前記複数の中継タンクの海抜(標高高さ位置)が同じ高さであり、これらの水系路と河川が連結されるもので、前記連結管には、開閉弁やバルブなどの流量を調節する水量調節手段が設けられていないことを特徴とする。
The connected supply flood control system of the present invention includes a water intake device that collects water, a plurality of relay tanks that store water collected by the water intake device, and a connection pipe that connects the plurality of relay tanks. (Elevation height position) is the same height, and these waterways and rivers are connected.
The connected supply flood control system of the present invention includes a water intake device that collects water, a plurality of relay tanks that store water collected by the water intake device, and a connection pipe that connects the plurality of relay tanks. (Altitude height position) is the same height, and these water systems and rivers are connected, and the connecting pipe is not provided with water amount adjusting means for adjusting the flow rate such as on-off valves and valves. It is characterized by that.

ここで、前記中継タンクに、開閉弁やバルブなどの流量を調節する水量調節手段が設けられていないとしても良い。
ここで、「前記複数の中継タンクの海抜(標高高さ位置)が同じ高さであり」とは、中継タンクの底部からの水量の高さ位置が重なる範囲であれば、同じ高さ位置であるとして良く、複数の中継タンクの水量が一定になれば(高い位置、上辺位置が同じであれば)、タンクの大きさや上下位置の多少のずれは問題にならない。
Here, the relay tank may not be provided with a water amount adjusting means for adjusting a flow rate such as an on-off valve or a valve.
Here, “the sea level (elevation height position) of the plurality of relay tanks is the same height” means that the height position of the amount of water from the bottom of the relay tank is within the same height position. As long as there is a certain amount of water in the plurality of relay tanks (if the high position and the upper side position are the same), there will be no problem in the size of the tanks or a slight shift in the vertical position.

本発明によれば、前記複数の中継タンクの高さ位置が同じ高さ位置であることから、前記複数の中継タンクに溜まる水位は一定(同じ位置)であり、従って、前記複数の中継タンクの数を多くすればするほど、又、広域にまで遠い位置まで配置すればするほど、多くの水を貯蔵・中継して、河川の氾濫・洪水を防止することができ、渇水地域などに送ることができる。本発明としては、前記連結管又は前記中継タンクには、開閉弁やバルブなどの流量を調節する水量調節手段は必要ない。   According to the present invention, since the height positions of the plurality of relay tanks are the same height position, the water level accumulated in the plurality of relay tanks is constant (the same position). The more the number is, the farther the area is located, the more water can be stored and relayed to prevent flooding and flooding of rivers and to send to drought areas, etc. Can do. According to the present invention, the connecting pipe or the relay tank does not require a water amount adjusting means for adjusting the flow rate of an on-off valve or a valve.

本発明は、前記連結管は、撓む性質を有するホースであることを特徴とする。   The present invention is characterized in that the connecting pipe is a hose having a bending property.

本発明によれば、障害物があるところでも、撓む性質を有するホースである連結管で屈曲させたり上下(山や海底に配置)させたり等自由自在に配置して水を送ることができる。   According to the present invention, even in the presence of an obstacle, water can be sent by freely arranging it such as by bending it with a connecting pipe, which is a hose having a flexible property, or by being vertically arranged (arranged on a mountain or the seabed). .

本発明は、前記中継タンク又は連結管に利水用の配管と、ダムや池・湖或いは河川に供給する排水管とが連結されていることを特徴とする。   The present invention is characterized in that a water supply pipe and a drain pipe for supplying water to a dam, a pond, a lake, or a river are connected to the relay tank or the connecting pipe.

本発明によれば、前記中継タンク又は連結管に連結された利水用の供給配管から、例えば田畑などに水を供給することができる。   According to the present invention, water can be supplied to, for example, a field from the water supply supply pipe connected to the relay tank or the connection pipe.

本発明は、前記中継タンクの位置が山の山頂付近の位置であり、前記中継タンクに配される利水用の管から山頂よりも下方域に水を供給することを特徴とする。   The present invention is characterized in that the position of the relay tank is a position near the top of a mountain, and water is supplied to a region below the top of the mountain from a water use pipe disposed in the relay tank.

本発明によれば、前記中継タンクに配される利水用の管から山頂よりも下方域に水を供給できるので、効率的に水を供給できる。また、中継タンクの設置位置を洪水や氾濫に影響を受け難い場所に設置することができる   According to the present invention, water can be supplied from the water-use pipe arranged in the relay tank to a region below the summit, so that water can be supplied efficiently. In addition, it is possible to install the relay tank in a place where it is difficult to be affected by flooding and flooding.

本発明は、前記中継タンクの位置が河川のある山の尾根の位置であり、降雨による集水区域を介して山の高さ位置の同じ位置に配置されていることを特徴とする。   The present invention is characterized in that the position of the relay tank is a position of a mountain ridge with a river, and is disposed at the same height position of the mountain through a water collection area due to rainfall.

本発明によれば、降雨による集水区域を越えた連結供給治水システムにでき、また、中継タンクの設置位置を安定し、洪水や氾濫に影響を受け難い場所に設置することができる。   ADVANTAGE OF THE INVENTION According to this invention, it can be set as the connection supply flood control system beyond the water collection area by rainfall, and the installation position of a relay tank can be stabilized, and it can install in the place which is hard to be influenced by flooding and flooding.

本発明は、前記取水装置には、河川水を流す導水路と、河川水の土砂を除去する除去路と、除去した土砂を貯蔵する貯蔵タンクを備えることを特徴とする。   The present invention is characterized in that the water intake device includes a water conduit for flowing river water, a removal path for removing river water sediment, and a storage tank for storing the removed sediment.

本発明によれば、中継タンクに流れる水に土砂が混じる事態を防止することができる。   ADVANTAGE OF THE INVENTION According to this invention, the situation where earth and sand are mixed with the water which flows into a relay tank can be prevented.

本発明の連結供給治水システムによれば、前記複数の中継タンクの高さ位置が同じ高さ位置であるから、前記複数の中継タンクに溜まる水の量はいずれも同じであり、従って、複数の中継タンクの数を多くすればするほど、河川や池・湖の氾濫を防止することができる。同じ水位を維持する原理により、開閉弁などを用いなくとも良く、簡単で安価な製造で設置可能である。連結管を介して離れた地域にまで広く設置することで、工業や農業に水を有効活用することができ、又、中継タンクを頂上付近に配置すれば、山頂付近よりも下方の地域の水不足を解消でき、又、中継タンクを降雨地域を越えた地域にまで及ばせると、洪水対策になるとともに、渇水地域に水を供給することで、渇水対策にも有効である。   According to the connected supply flood control system of the present invention, since the height positions of the plurality of relay tanks are the same height position, the amount of water accumulated in the plurality of relay tanks is the same. Increasing the number of relay tanks can prevent the flooding of rivers, ponds and lakes. Due to the principle of maintaining the same water level, there is no need to use an on-off valve or the like, and it can be installed with simple and inexpensive manufacturing. By installing it widely in remote areas through connecting pipes, water can be used effectively for industry and agriculture, and if a relay tank is placed near the top, water shortage in the area below the top of the mountain In addition, if the relay tank can be extended beyond the rainfall area, it will be a countermeasure against flooding and by supplying water to the drought area, it is also effective for drought countermeasures.

本発明の原理を説明する図である。It is a figure explaining the principle of this invention. 本発明の原理を説明する図である。It is a figure explaining the principle of this invention. 本発明を適用した実施形態の連結供給治水システムを説明する図である。It is a figure explaining the connection supply flood control system of embodiment to which this invention is applied. 本発明を適用した実施形態の連結供給治水システムの平面図である。It is a top view of a connection supply flood control system of an embodiment to which the present invention is applied. 上記実施形態の取水装置を説明する図である。It is a figure explaining the water intake apparatus of the said embodiment. 上記実施形態の取水装置を説明する図である。It is a figure explaining the water intake apparatus of the said embodiment. 上記実施形態の取水装置を説明する図である。It is a figure explaining the water intake apparatus of the said embodiment. 上記実施形態を山間部に適用した例を説明する図である。It is a figure explaining the example which applied the said embodiment to the mountain part. 上記実施形態の取水装置を説明する図である。It is a figure explaining the water intake apparatus of the said embodiment. 上記実施形態の集水区域を説明する図である。It is a figure explaining the water collection area of the said embodiment. 上記実施形態の集水区域を説明する図である。It is a figure explaining the water collection area of the said embodiment.

以下、本発明を実施するための具体的な形態について図面を用いて説明する。   Hereinafter, specific embodiments for carrying out the present invention will be described with reference to the drawings.

図1〜図3は、本発明を山間部で適用する場合の例を示す図である。
本実施形態の連結供給治水システム1は、河川Rからの水を中継タンク3に集め、これを管5により複数の中継タンク3に供給している。中継タンク3は海抜高さが同じであり(標高高さが同一の高さに設置して)、その中継タンク3の底部を連結管5で連結している(図1(a))。なお、複数の中継タンク3の側面部でも、底部側を連結する連結管6であっても良く、又、底部を連結する連結管5であっても良い(図8(b))。図1(b)では、複数の中継タンク3の高さが違っても水面の高さはすべて同じとなるため、高さ方向の無駄を省くために、上部は同じ高さにしている。
1-3 is a figure which shows the example in the case of applying this invention in a mountainous area.
The connected supply flood control system 1 of the present embodiment collects water from the river R in the relay tank 3 and supplies it to the plurality of relay tanks 3 through the pipes 5. The relay tank 3 has the same height above sea level (installed at the same altitude), and the bottom of the relay tank 3 is connected by a connecting pipe 5 (FIG. 1A). In addition, the side pipes of the plurality of relay tanks 3 may be the connecting pipe 6 that connects the bottom part side, or may be the connecting pipe 5 that connects the bottom part (FIG. 8B). In FIG. 1B, since the height of the water surface is the same even if the height of the plurality of relay tanks 3 is different, the upper part has the same height in order to eliminate waste in the height direction.

上記のように連結すると、開閉弁などを設けなくとも、連結される中継タンク3を取水装置2により土砂などを除いて連結管5や中継タンク3に送ることができる。上記中継タンク3には、利水用の配管5bや利水用の中継タンクが連結されて、田畑に供給しても良く、更に、ダム貯水用の配管5cを設けても良い(図8(a))。これらの配管5b,5cにはバルブや弁を設けても良い。
したがって、豪雨による河川Rが生じても、晴れている地域まで水を運んで、河川の氾濫・洪水を防止する。これを利水用の配管5bから田畑などに供給したり、長距離で運び、渇水地域(炎天下の水不足地域)まで水を運んだりすれば、渇水対策になる。
ここで、連結管5は、下方に垂れ下がるような配置になったとしても、水は次の中継タンク3に供給される。したがって、例えば、海Uで隔てられる離れ小島S1,S2,S3に連結管5を使用して河川Rの水を供給することも可能である(図4(b))。また、前記中継タンク3の位置が山(M1〜M3)の山頂付近の位置に配置すると、山頂よりも下方域に水を利水用の配管5bで供給することができる(図8(a)(b))。
また、連結管5は、上方に膨れるような配置になったとしても、水は順次の中継タンク3に供給される(図3)。ただし、気圧との関係で、連結管5の地上から10mまでの高さ以下にする必要がある。これはトリチェリの真空の実験によるもので、空気による圧力(大気圧)によって液体が押されていることによるが、連結管5が水で満たされる条件が必要である。
When connected as described above, the relay tank 3 to be connected can be sent to the connection pipe 5 and the relay tank 3 by removing the earth and sand by the water device 2 without providing an on-off valve. The relay tank 3 is connected to a water supply pipe 5b and a water supply relay tank, and may be supplied to the field, and may further be provided with a dam water storage pipe 5c (FIG. 8A). ). These pipes 5b and 5c may be provided with valves or valves.
Therefore, even if the river R due to heavy rain occurs, the water is carried to a clear area to prevent the river from overflowing or flooding. If this is supplied from the water supply pipe 5b to a field or the like, or transported over a long distance and carried to a drought area (a water shortage area under a hot sun), it will be a drought countermeasure.
Here, even if the connecting pipe 5 is arranged so as to hang down, water is supplied to the next relay tank 3. Therefore, for example, the water of the river R can be supplied to the remote islets S1, S2, S3 separated by the sea U using the connecting pipe 5 (FIG. 4B). Moreover, if the position of the relay tank 3 is arranged at a position near the top of the mountain (M1 to M3), water can be supplied to the area below the top of the mountain through the water supply pipe 5b (FIG. 8 (a) ( b)).
Further, even if the connecting pipe 5 is arranged so as to swell upward, water is supplied to the sequential relay tanks 3 (FIG. 3). However, in relation to the atmospheric pressure, the height of the connecting pipe 5 from the ground to 10 m or less is required. This is due to Trichelli's vacuum experiment, which is due to the liquid being pushed by air pressure (atmospheric pressure), but the condition that the connecting pipe 5 is filled with water is required.

上記連結管5は、複数の中継タンク3を連結するためだけに使用され、枝分かれしたり、他の管と連結されたりはしていない。複数本で連結しても良い。連結管5の径の大きさは問われず、径の大きさが異なっていても良い。連結管5としては、撓む性質のホース(ゴム製や消防ホース等)であると、障害物(木や建物や壁等)があっても、自由に引き出し、自由に引き伸ばし可能である。
上記河川Rの水路系統と連結管5で同じ高さ位置で連結されることで、河川Rから供給される水は同じ高さ位置Wを保つ。同じ海抜(同じ標高位置)とは、図2(a)に示すように、水量Wの位置に重なり合いが生じる位置Kであれば良く、すべての中継タンク3が完全に同じ位置でなければならないという意味ではなく、大きさ(貯水量)も異なっても良い。各中継タンク3の底部の高さ位置Wが同じであることが好ましいが、地理的条件(山や平地など)により実際にはすべて揃えることは難しい。そこで、図2(a)に示すように、基準となる中継タンク3の高さ(水量)の高さ位置Wが重なる範囲である限りにおいて、高さ位置(海抜高さ)が異なる中継タンク3であっても良い。したがって、中継タンク3の高さ位置は、ダムDとダムD、池・湖と池・湖の高さと水量が同じ高さになるように設置することが容易になる。
The connecting pipe 5 is used only for connecting a plurality of relay tanks 3 and is not branched or connected to other pipes. You may connect with two or more. The magnitude | size of the diameter of the connecting pipe 5 is not ask | required, and the magnitude | size of a diameter may differ. If the connecting pipe 5 is a flexible hose (rubber, fire hose, etc.), it can be pulled out freely and stretched freely even if there are obstacles (wood, buildings, walls, etc.).
The water supplied from the river R maintains the same height position W by being connected at the same height position by the connecting channel 5 and the water channel system of the river R. The same sea level (same altitude position) may be any position K where the water amount W overlaps as shown in FIG. 2 (a), and all the relay tanks 3 must be completely at the same position. It does not mean, and the size (water storage amount) may be different. Although it is preferable that the height position W of the bottom part of each relay tank 3 is the same, it is difficult to actually arrange all of them according to geographical conditions (mountains, flat land, etc.). Therefore, as shown in FIG. 2A, as long as the height position W of the height (water volume) of the relay tank 3 serving as a reference is in the overlapping range, the relay tanks 3 having different height positions (altitude above sea level). It may be. Therefore, it becomes easy to install the relay tank 3 such that the height of the dam D and the dam D, the height of the pond / lake and the pond / lake, and the amount of water are the same.

本実施形態の連結供給治水システム1は、同じ高さ位置の複数の中継タンク3を繋いで水を入れると、いずれの中継タンク3も同じ高さになる(図1(a)(b))。複数の中継タンク3と、これらに河川Rからの水を引く。河川Rには、取水装置2を配置して、土砂などを除去して中継タンク3に貯める。ダムDや池・湖と連結して水を引いても同じである。ダムDとダムD、池・湖と池・湖の高さなどは、同じ位置にあるものは少ないが、これにより中継タンク3を介して水量を同じ高さに維持することができる。本実施の形態によれば、上記原理により同じ水位を維持することからすると、開閉弁などを用いなくとも良く、これにより簡単で安価な製造が可能である。本実施の形態によれば、複数の中継タンク3を多くすれば多くするほど洪水や河川Rの氾濫を防止することができる。また、上記複数の中継タンク3の位置を遠くして、降雨の位置から外れるように(同じ気象の位置から外れる位置の河川Rと連結されていることが好ましい。   In the connected supply flood control system 1 of the present embodiment, when a plurality of relay tanks 3 at the same height are connected and water is introduced, all the relay tanks 3 have the same height (FIGS. 1A and 1B). . A plurality of relay tanks 3 and water from the river R are drawn into them. In the river R, a water intake device 2 is arranged to remove earth and sand and store in the relay tank 3. Even if it is connected to the dam D, pond or lake, the water is drawn. The dam D and the dam D, the height of the pond / lake and the pond / lake, etc. are few at the same position, but the amount of water can be maintained at the same height via the relay tank 3. According to the present embodiment, since the same water level is maintained according to the above principle, it is not necessary to use an on-off valve or the like, thereby enabling simple and inexpensive production. According to this embodiment, the more relay tanks 3 are provided, the more floods and rivers R can be prevented. Further, it is preferable that the plurality of relay tanks 3 are distant from each other and are connected to the river R at a position deviating from the position of the same weather so as to deviate from the position of rainfall.

前記取水装置2には、河川水を流す導水路12と、河川水の土砂を除去する除去路13と、土砂を集める土砂貯蔵箱7を備え、導水路12と除去路13との間には除去網7が配されている(図5、図6、図7(a)(b))。また、水車10が軸11を介して回転して、水の流れを確保して、土砂を押し流す。水車10が回転することで土砂などを下流に押し流すことができる。河川RやダムD、池・湖等が流水、雨水、波等の作用により浸食されないように、堤防表面や河岸にコンクリートブロックや自然石9を張ったり、蛇篭や布団かごを設置したりして、安定感を図っている。そして、下流に向けて斜めにして使用される(図7(a)(b))。前記取水装置2は、傾きを変えて設置すれば、中継タンク3の水位Wと同じにすることができる。また、供給用の配管2aや戻し用の配管2bを備えて、これらを制御手段で制御して、前記取水装置2における水量の調節を行ないことは可能である(図5)。   The water intake device 2 includes a water conduit 12 for flowing river water, a removal passage 13 for removing sediment from river water, and an earth and sand storage box 7 for collecting earth and sand, between the water conduit 12 and the removal passage 13. The removal net | network 7 is distribute | arranged (FIG. 5, FIG. 6, FIG. 7 (a) (b)). Further, the water wheel 10 rotates through the shaft 11 to secure the flow of water and push away the earth and sand. As the water wheel 10 rotates, dirt and the like can be washed away downstream. To prevent the river R, dam D, pond, lake, etc. from being eroded by the action of running water, rainwater, waves, etc., concrete blocks and natural stones 9 are installed on the dike surface and the riverbank, and gabions and futon baskets are installed. A sense of stability. And it is used aslant toward the downstream (FIGS. 7A and 7B). The water intake device 2 can be made the same as the water level W of the relay tank 3 if installed at a different inclination. Further, it is possible to adjust the amount of water in the water intake device 2 by providing the supply pipe 2a and the return pipe 2b and controlling them by the control means (FIG. 5).

上記中継タンク3は、プールや使用されていない田畑などの仮の中継タンクを活用することもできる。そして、これらを連結管5で連結させて、バルブにより適宜使用できる状態にしておく。また、駐車場等や、平常時にはグランドや公園などに使用されているところを、所定範囲で仮の中継タンク6として活用できる箇所(一時的に中継タンクとして使用できる外周壁になるように設計されているところ)を使用することもできる。グランドや公園などの高水敷(水が流れる低水路より一段高い部分の敷地)を利用しても良い。これら仮の中継タンク6と中継タンク3は、河川や池・湖と取水装置2を使用して水が集められる。すなわち、これら仮の中継タンク6と中継タンク3は、集水管51と連結管52が連結されている。   As the relay tank 3, a temporary relay tank such as a pool or an unused field can be used. And these are connected with the connecting pipe 5, and are made into the state which can be used suitably with a valve | bulb. In addition, it is designed to be a place that can be used as a temporary relay tank 6 in a predetermined range (where it is used for parking lots, grounds, parks, etc. during normal times). Can also be used. You can also use high water fountains such as grounds and parks (sites that are one step higher than low water channels where water flows). In these temporary relay tank 6 and relay tank 3, water is collected using rivers, ponds / lakes and water intake device 2. That is, the temporary relay tank 6 and the relay tank 3 are connected to the water collecting pipe 51 and the connecting pipe 52.

また、平野部での洪水を防止するためには、洪水の影響のない地域に水を送って使用する。すなわち、連結管5を介してできるだけ遠くに設置される中継タンク3や河川Rと連結させる。その遠い地域の中継タンク3や河川Rには洪水の影響がないことから、そこから排水しても洪水や氾濫には影響しない。   In addition, in order to prevent flooding in the plains, water is sent to areas that are not affected by flooding. That is, it connects with the relay tank 3 and the river R which are installed as far as possible through the connecting pipe 5. Since the relay tank 3 and the river R in the remote area are not affected by flooding, draining from there does not affect flooding or flooding.

また、これら中継タンク3は、河川Rや池・湖と取水装置2を使用して水が集められ、これら中継タンク3は、集水管51と連結管53が連結されている(図5から図8)。これらダムDや池・湖と中継タンク3、上記中継タンク3と中継タンク3は、同じ海抜(同じ標高位置)になるように配置されている。   These relay tanks 3 collect water using rivers R, ponds and lakes, and a water intake device 2, and these relay tanks 3 are connected to a water collecting pipe 51 and a connecting pipe 53 (FIG. 5 to FIG. 5). 8). The dam D, the pond / lake, the relay tank 3, and the relay tank 3 and the relay tank 3 are arranged so as to have the same sea level (the same altitude position).

本実施の形態の中継タンク3は、山間部の尾根L1に設置されている(図10)。また、図11は、富山県の山間部の実際の地図に尾根線L1を書き込み、中継タンク3と管5を設置した状態の図である。
ここで、尾根(おね)とは、頂上、峰、鞍部など、谷と谷に挟まれた突出部を結んだ線上凸部の総称である。河川Rのある地点について、降雨がその地点に流出する全領域を集水区域または集水域(符号L1で囲まれた範囲)といい、その面積を集水面積と言う。本実施の形態では、中継タンク3の位置は、上記集水区域または集水域を除くために、山の尾根L1の位置に配されている。したがって、中継タンク3は降雨による流出が生じ難い。
The relay tank 3 of the present embodiment is installed on the ridge L1 in the mountainous area (FIG. 10). Moreover, FIG. 11 is a figure of the state which wrote the ridge line L1 in the actual map of the mountain part of Toyama Prefecture, and installed the relay tank 3 and the pipe | tube 5. FIG.
Here, the ridge is a general term for a convex portion on a line connecting a protruding portion sandwiched between valleys, such as a summit, a peak, and a ridge. For a point where the river R is located, the entire region where rainfall flows out to that point is called a catchment area or catchment area (a range surrounded by reference numeral L1), and the area is called a catchment area. In the present embodiment, the position of the relay tank 3 is arranged at the position of the mountain ridge L1 in order to exclude the water collection area or the water collection area. Accordingly, the relay tank 3 is unlikely to run out due to rainfall.

尾根線L1は、周辺より高い場所が連続するところであり、分水界(複数の集水域の境界線)となる(図10に尾根線L1を囲む。)。雨水は相対的に標高の高い尾根線L1を越えて移動することはないので、尾根線L1に囲まれた範囲の谷線L2を流れ下ることになる。
(1)〜(4)地点に降った雨水の流れについて見てゆくと、(1)の位置は、左・右・下に尾根線L1があるため図の上方に流れる。下側に標高が高い山頂や尾根があり、X側の谷に流れ込んでくることはない。(2)の位置は、左・右・上に尾根線L1があるため図10の下方に流れる。右側に尾根線L1が通っており、X側の谷に流れ込んでくることはない。(3)の位置は、左・上・下に尾根線L1があるため、図の右方に流れる。左下側に尾根線L1が通っているので、X側の谷に流れ込んでくることはない。(4)の位置は、左・右・上に尾根線L1があるため図10の下方に流れて、谷線L2を通ってXに到達する。したがって(4)がXの集水域内にあたることになる。このようにXの上流側で最も近くを通る尾根線L1と山頂に囲まれた範囲がX地点の集水域となり、このエリア内に降った雨水はX地点に集まってくる。
したがって、尾根L1に中継タンク3を設けると、集水域から外れることになる。本実施の形態では、中継タンク3の位置は、上記集水区域又は集水域を除くために、山の尾根L1の位置に配されている。このように谷L2を挟んだ左右の尾根の位置で同じ海抜(標高位置)に2つ対峙させるように配置することが好ましい。
The ridge line L1 is a place where places higher than the periphery are continuous, and becomes a watershed (boundary lines of a plurality of catchment areas) (the ridge line L1 is surrounded in FIG. 10). Since rainwater does not move beyond the ridge line L1 having a relatively high altitude, it flows down the valley line L2 in the range surrounded by the ridge line L1.
Looking at the flow of rainwater that has fallen at points (1) to (4), the position of (1) flows upward in the figure because there are ridge lines L1 on the left, right, and bottom. There are high peaks and ridges on the lower side, and they do not flow into the valley on the X side. The position (2) flows downward in FIG. 10 because the ridge line L1 is on the left, right, and top. The ridge line L1 passes on the right side and does not flow into the valley on the X side. The position (3) flows to the right in the figure because there is a ridge line L1 on the left, top, and bottom. Since the ridge line L1 passes through the lower left side, it does not flow into the valley on the X side. Since the ridge line L1 is on the left, right, and top, the position of (4) flows downward in FIG. 10 and reaches X through the valley line L2. Therefore, (4) falls within the X catchment area. In this way, the range surrounded by the ridge line L1 and the summit that passes closest to the upstream side of X is the water collection area of the X point, and rainwater falling in this area gathers at the X point.
Therefore, if the relay tank 3 is provided in the ridge L1, it will remove | deviate from a catchment area. In the present embodiment, the position of the relay tank 3 is arranged at the position of the mountain ridge L1 in order to exclude the water collection area or the water collection area. Thus, it is preferable to arrange so that two may face each other at the same sea level (elevation position) at the position of the left and right ridges across the valley L2.

以上、本発明は、上述した実施の形態に限定されるものではない。例えば、上記第1の実施の形態と第2の実施の形態と組み合わせて、山間部での第1の実施の形態と平野部での第2の実施の形態とを連結状態にしても良い。そして同じ高さ位置の中継タンク3や仮の中継タンク(ダム等)6を多くすれば多くするほど洪水や河川の氾濫を防止できるとともに、中継タンクで貯蔵する水を農業や工業に活用できることになる。このように、本発明は、その趣旨を逸脱しない範囲で適宜変更が可能であることは言うまでもない。   As described above, the present invention is not limited to the embodiment described above. For example, in combination with the first embodiment and the second embodiment, the first embodiment in a mountainous area and the second embodiment in a plain area may be connected. The more relay tanks 3 and temporary relay tanks (dams, etc.) 6 at the same height, the more floods and rivers can be prevented, and the water stored in the relay tanks can be used for agriculture and industry. Become. Thus, it goes without saying that the present invention can be modified as appropriate without departing from the spirit of the present invention.

1 連結供給治水システム、
2 取水装置、
3 中継タンク、
5 連結管、51 集水管、52 連結管、
5b 利水用の配管、 5c ダム貯水用の配管、
D,6 ダム、
L1 尾根(尾根線)、L2 谷(谷線)、
R 河川、
W 水量のライン(水面の高さ)、
M1〜M3 山、
S1〜S3 島
1 Consolidated supply flood control system,
2 water intake device,
3 Relay tank,
5 connecting pipes, 51 water collecting pipes, 52 connecting pipes,
5b Piping for water use, 5c Piping for dam storage,
D, 6 dam,
L1 ridge (ridge line), L2 valley (valley line),
R River,
W Water volume line (water surface height),
M1-M3 mountain,
S1 to S3 island

Claims (7)

水を集める取水装置と、取水装置により集めた水を貯蔵する複数の中継タンクと、複数の中継タンクを連結する連結管を備え、前記複数の中継タンクの海抜(標高高さ位置)が同じ高さであり、これらの水系路と河川が連結されていることを特徴とする連結供給治水システム。   A water intake device that collects water, a plurality of relay tanks that store the water collected by the water intake device, and a connecting pipe that connects the plurality of relay tanks, and the sea level (altitude height position) of the plurality of relay tanks is the same height A connected supply and flood control system characterized in that these waterways and rivers are connected. 水を集める取水装置と、取水装置により集めた水を貯蔵する複数の中継タンクと、複数の中継タンクを連結する連結管を備え、前記複数の中継タンクの海抜(標高高さ位置)が同じ高さであり、これらの水系路と河川が連結されるもので、前記連結管には、開閉弁やバルブなどの流量を調節する水量調節手段が設けられていないことを特徴とする連結供給治水システム。   A water intake device that collects water, a plurality of relay tanks that store the water collected by the water intake device, and a connecting pipe that connects the plurality of relay tanks, and the sea level (altitude height position) of the plurality of relay tanks is the same height In addition, the water supply system and the river are connected, and the connection supply flood control system is characterized in that the connection pipe is not provided with a water amount adjusting means for adjusting a flow rate such as an on-off valve or a valve. . 前記連結管は、撓む性質を有するホースであることを特徴とする請求項1または2記載の連結供給治水システム。   The connected supply flood control system according to claim 1, wherein the connection pipe is a hose having a flexing property. 前記連結管又は前記中継タンクに利水用の配管と、ダムや池・湖或いは河川に供給する排水管とが連結されていることを特徴とする請求項1または2記載の連結供給治水システム。   The connected supply flood control system according to claim 1 or 2, wherein a pipe for water utilization and a drain pipe for supplying water to a dam, pond, lake or river are connected to the connection pipe or the relay tank. 前記中継タンクの位置が山の山頂付近の位置であり、前記中継タンクに配される利水用の管から山頂よりも下方域に水を供給することを特徴とする請求項1から4のいずれか一項記載の連結供給治水システム。   The position of the relay tank is a position near the summit of a mountain, and water is supplied to a region below the summit from a water-use pipe disposed in the relay tank. The consolidated supply flood control system according to one item. 前記中継タンクの位置が河川のある山の尾根の位置であり、降雨よる集水区域を介して山の高さ位置の同じ位置に配置されていることを特徴とする請求項1から4のいずれか一項記載の連結供給治水システム。   The position of the relay tank is a position of a mountain ridge with a river, and is arranged at the same height position of the mountain through a water collection area caused by rainfall. A consolidated supply flood control system according to claim 1. 前記取水装置には、河川水を流す導水路と、河川水の土砂を除去する除去路と、除去した土砂を貯蔵する廃棄用の箱を備えることを特徴とする請求項1から6のいずれか一項記載の連結供給治水システム。   The said water intake apparatus is provided with the water channel which flows river water, the removal path which removes the sediment of river water, and the box for disposal which stores the removed sediment. The consolidated supply flood control system according to one item.
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