Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP7812277B2 - Water supply system for rice terraces, construction method for water supply system for rice terraces and storage facility - Google Patents
[go: Go Back, main page]

JP7812277B2 - Water supply system for rice terraces, construction method for water supply system for rice terraces and storage facility - Google Patents

Water supply system for rice terraces, construction method for water supply system for rice terraces and storage facility

Info

Publication number
JP7812277B2
JP7812277B2 JP2022072411A JP2022072411A JP7812277B2 JP 7812277 B2 JP7812277 B2 JP 7812277B2 JP 2022072411 A JP2022072411 A JP 2022072411A JP 2022072411 A JP2022072411 A JP 2022072411A JP 7812277 B2 JP7812277 B2 JP 7812277B2
Authority
JP
Japan
Prior art keywords
water
water supply
storage facility
groundwater
supply system
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.)
Active
Application number
JP2022072411A
Other languages
Japanese (ja)
Other versions
JP2023161822A (en
Inventor
順之 山田
佑太 曽根
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.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP2022072411A priority Critical patent/JP7812277B2/en
Publication of JP2023161822A publication Critical patent/JP2023161822A/en
Application granted granted Critical
Publication of JP7812277B2 publication Critical patent/JP7812277B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sewage (AREA)

Description

本発明は、棚田への送水システム、棚田への送水システムの施工方法および貯留施設に関するものである。 The present invention relates to a water supply system for rice terraces, a construction method for a water supply system for rice terraces, and a storage facility.

従来、傾斜地に階段状に水田が設けられた棚田では、河川等の水源で用水を取水し、水路にて高位の棚田から低位の棚田へ順次送水している。この方法では下流側の耕作区ほど送水量が少なくなりがちであるため、全ての耕作区に安定して用水を供給する目的で各耕作区に給水枡やバルブを備えた給水装置を設置する方法もある(例えば、特許文献1参照)。 Traditionally, in rice terraces, where rice paddies are laid out in a stepped pattern on sloping land, water is taken from a water source such as a river and sent via a waterway from higher to lower rice terraces. This method tends to result in less water being sent to the more downstream cultivated areas, so one method involves installing a water supply system equipped with a water supply cistern and valves in each cultivated area to ensure a stable supply of water to all cultivated areas (see, for example, Patent Document 1).

特許第4090674号公報Patent No. 4090674

しかしながら、各耕作区に給水装置を設置しても、日照りが続き河川等の水源からの水の確保が困難となった場合には安定した給水ができない。また、各耕作区に給水装置を設置して運用するにはコストがかかり、新たに給水装置を設置するための場所にも制約がある。例えば、水源である河川等から効率よく給水装置へ配水して、ポンプ等を使用せずに棚田へ送水するためには、棚田よりも上流側(高い位置)における河川と棚田との間に給水装置を配置する必要がある。 However, even if water supply systems are installed in each cultivated area, a stable water supply cannot be achieved if a prolonged drought makes it difficult to secure water from rivers and other water sources. Furthermore, installing and operating water supply systems in each cultivated area is costly, and there are also limitations on the locations available for installing new water supply systems. For example, in order to efficiently distribute water from a river or other water source to the water supply system and then send it to the rice terraces without using pumps, the water supply system must be located upstream (at a higher position) from the rice terraces, between the river and the rice terraces.

一方で、棚田は中間山間地やその周辺の地滑り地帯に位置していることが多い。通常、地滑り地帯には治水を目的として、横井戸や集水井など、地下水位を下げるための地滑り対策設備が多数設置されている。地滑り対策設備では、地下水を集水井に集水して、滞留しないように迅速に排水される。 On the other hand, rice terraces are often located in mountainous areas or in the surrounding landslide zones. Landslide zones usually have numerous landslide prevention facilities installed in them, such as horizontal wells and collection wells, to lower the groundwater level for the purpose of flood control. These landslide prevention facilities collect groundwater in collection wells and drain it quickly to prevent it from stagnating.

このような地滑り対策設備と、棚田への給水装置は、その目的も構造も異なり、さらに管轄する自治体の部署等も異なる。このため、棚田への給水装置を管轄する者が、地滑り対策設備を扱うことはなく、同様に、地滑り対策設備を管轄する者が、棚田への給水装置を扱うことはない。このため、互いに近い地域内においても、一方では水不足であるが、他方ではできる限り迅速に水を排出する必要があるという状態が生じている。 Landslide prevention equipment and water supply systems for rice terraces have different purposes and structures, and are also under the jurisdiction of different local government departments. For this reason, the people in charge of water supply systems for rice terraces do not handle landslide prevention equipment, and similarly, the people in charge of landslide prevention equipment do not handle water supply systems for rice terraces. As a result, even within close proximity to each other, one area is experiencing a water shortage, while the other needs to drain the water as quickly as possible.

本発明は、前述した問題点に鑑みてなされたものであり、その目的とすることは、効率よく用水を確保して各耕作区へ分配できる棚田への送水システムおよび棚田への送水システムの施工方法を提供することである。 The present invention was made in consideration of the above-mentioned problems, and its purpose is to provide a water supply system for rice terraces that can efficiently secure irrigation water and distribute it to each cultivation area, as well as a method for constructing such a system.

前述した目的を達成するために第1の発明は、棚田への送水システムであって、地下水を集水して貯留可能な貯留施設と、前記貯留施設から棚田へ水を送水可能な送水管と、前記貯留施設から排水可能な排水管と、を具備し、前記送水管には止水弁が設けられ、前記止水弁を開くことで前記貯留施設に貯留した地下水を、前記送水管を介して棚田へ送水可能であり、前記貯留施設での水の貯留量が所定以上となると、前記排水管より水を排出可能であることを特徴とする棚田への送水システムである。 To achieve the above-mentioned objective, the first invention is a water supply system for rice terraces, comprising a storage facility capable of collecting and storing groundwater, a water supply pipe capable of transporting water from the storage facility to the rice terraces, and a drainage pipe capable of draining water from the storage facility; the water supply pipe is equipped with a water stop valve, and by opening the water stop valve, the groundwater stored in the storage facility can be transported to the rice terraces via the water supply pipe; and when the amount of water stored in the storage facility reaches a predetermined level, water can be discharged from the drainage pipe.

第1の発明では、地滑り対策のために排出されるべき地下水を貯留施設に集水して貯留することにより、効率よく用水を確保できる。特に、地下水を利用するため、河川との位置関係による貯留施設の配置の制約が少ない。また、送水管に止水弁を設け、貯留した地下水の送水時に止水弁を開くことにより、棚田の各耕作区へ用水を分配できる。さらに、貯留した地下水の量が所定以上となると排水管から排水可能することにより、貯留施設からのオーバーフローを防止でき、地下水位の上昇を抑制することができる。 In the first invention, groundwater that would otherwise be discharged as a landslide prevention measure is collected and stored in a storage facility, thereby ensuring efficient water supply. In particular, because groundwater is used, there are fewer restrictions on the placement of the storage facility due to its location relative to the river. In addition, by installing a stop valve in the water supply pipe and opening the stop valve when the stored groundwater is being transported, water can be distributed to each cultivated area of the rice terraces. Furthermore, by being able to drain the stored groundwater from the drainage pipe when the amount of stored groundwater exceeds a predetermined level, overflow from the storage facility can be prevented and the rise in the groundwater level can be suppressed.

棚田への送水システムは、地中に配置された横井戸と、複数の前記横井戸に接続された集水井と、前記集水井に接続された排水路と、を具備し、前記横井戸によって地下水が前記集水井に集められ、前記排水路によって前記集水井から地下水が排水され、前記貯留施設は前記排水路と接続され、前記集水井から排出された地下水を貯留可能であってもよい。
これにより、既設の地滑り対策設備から排水された地下水を貯留施設に集水して貯留することができる。
The water supply system to the rice terraces may include a horizontal well placed underground, a collection well connected to a plurality of the horizontal wells, and a drainage channel connected to the collection well, wherein the horizontal well collects groundwater in the collection well, the drainage channel drains the groundwater from the collection well, and the storage facility is connected to the drainage channel and is capable of storing the groundwater discharged from the collection well.
This allows groundwater drained from existing landslide prevention facilities to be collected and stored in the storage facility.

前記貯留施設には、複数の前記集水井が接続されてもよい。
これにより、地滑り斜面の広い範囲から地下水を集水して貯留することができるので、水の確保がより容易になる。また、一部の地域の地下水位が低下した際にも、他の地域における地下水位が十分高ければ集水が可能であり、場所による地下水位の変動の影響を受けにくい。
A plurality of the collection wells may be connected to the storage facility.
This makes it possible to collect and store groundwater from a wide area of the landslide slope, making it easier to secure water. Also, even if the groundwater level in one area drops, water can still be collected in other areas as long as the groundwater level is high enough, making it less susceptible to fluctuations in groundwater level from place to place.

前記貯留施設の底部付近に前記送水管が接続され、前記貯留施設の底部から所定の高さに前記排水管が接続されることが望ましい。
これにより、ポンプ等の装置を用いることなく、貯留施設からの送水や排水を実施できる。
It is desirable that the water supply pipe be connected near the bottom of the storage facility, and the drainage pipe be connected at a predetermined height from the bottom of the storage facility.
This allows water to be pumped and discharged from the storage facility without using devices such as pumps.

棚田内の水温を測定する水温センサと、前記止水弁の開閉動作を制御する制御部と、を具備し、棚田の水温が所定範囲を超えると、前記制御部は、前記止水弁を開くこととしてもよい。また、棚田の水温が所定以下となると、前記貯留施設内の水を加熱可能な加熱装置を具備してもよい。
地下水の温度は、略一定であるため、このようにすることで、棚田の水温が高すぎたり低すぎたりした場合に適温に調整することができる。このため、温度による稲の生育への悪影響が防止される。
The system may include a water temperature sensor that measures the water temperature in the rice terraces and a control unit that controls the opening and closing of the water stop valve, and the control unit may open the water stop valve when the water temperature in the rice terraces exceeds a predetermined range.The system may also include a heating device that can heat the water in the storage facility when the water temperature in the rice terraces falls below a predetermined level.
Since the temperature of groundwater is almost constant, this method makes it possible to adjust the water temperature in the rice terraces to an appropriate level if it becomes too high or too low, thereby preventing adverse effects of temperature on rice growth.

第2の発明は、既設の地滑り対策設備を用いた棚田への送水システムの施工方法であって、前記地滑り対策設備は、地中に配置された横井戸と、複数の前記横井戸に接続され、前記横井戸によって地下水が集められる集水井と、前記集水井に接続された排水路と、を具備し、前記排水路の途中又は前記排水路から分岐させて、地下水を集水して貯留可能な貯留施設を設置する工程と、前記貯留施設から棚田へ水を送水可能な送水管と、前記送水管において、前記送水管による送水量を制御する止水弁を設置する工程と、前記貯留施設から排水可能な排水管を設置する工程と、を具備することを特徴とする棚田への送水システムの施工方法である。 The second invention is a method for constructing a water supply system to rice terraces using existing landslide prevention equipment, the landslide prevention equipment comprising: horizontal wells placed underground; collection wells connected to a plurality of the horizontal wells and through which groundwater is collected by the horizontal wells; and a drainage channel connected to the collection well, the method comprising the steps of: installing a storage facility in the middle of the drainage channel or branching off from the drainage channel that can collect and store groundwater; installing a water supply pipe that can supply water from the storage facility to the rice terraces; installing a water stop valve in the water supply pipe that controls the amount of water supplied by the water supply pipe ; and installing a drainage pipe that can drain water from the storage facility.

第3の発明は、既設の地滑り対策装置を用いた棚田への送水システムの施工方法であって、前記地滑り対策設備は、地中に配置された横井戸と、複数の前記横井戸に接続され、前記横井戸によって地下水が集められる集水井と、前記集水井に接続された排水路と、を具備し、前記集水井に所定量の水が貯留可能な堰を設ける工程と、前記集水井から棚田へ水を送水可能な送水管と、前記送水管において、前記送水管による送水量を制御する止水弁を設置する工程と、前記集水井の地下水の貯留量が所定以上となると、前記排水路へ地下水を排水可能なように、前記排水路と前記集水井とを接続する工程と、を具備することを特徴とする棚田への送水システムの施工方法である。 The third invention is a method for constructing a water supply system to rice terraces using existing landslide prevention equipment, wherein the landslide prevention equipment comprises a horizontal well placed underground, a collection well connected to a plurality of the horizontal wells and through which groundwater is collected by the horizontal wells, and a drainage channel connected to the collection well, the method comprising the steps of: providing a weir in the collection well that can store a predetermined amount of water; installing a water supply pipe that can transport water from the collection well to the rice terraces ; and installing a stop valve in the water supply pipe that controls the amount of water transported by the water supply pipe; and connecting the drainage channel to the collection well so that the groundwater can be discharged into the drainage channel when the amount of groundwater stored in the collection well reaches a predetermined amount or more.

第2の発明では、既設の地滑り対策設備に貯留施設を追加することにより、地滑り対策設備から排水された地下水を貯留施設に集水して貯留することができる。また、第3の発明では、既設の地滑り対策設備の集水井を改造することにより、地下水を集水井に集水して貯留することができる。第2、第3の発明では、貯留した地下水を止水弁の操作で送水可能とすることにより、用水を容易に確保して棚田の各耕作区へ分配できる。また、貯留した地下水を排水可能とすることにより、地滑り対策設備の治水効果が損なわれない。 In the second invention, by adding a storage facility to existing landslide prevention equipment, groundwater drained from the landslide prevention equipment can be collected and stored in the storage facility. Furthermore, in the third invention, by modifying the collection well of the existing landslide prevention equipment, groundwater can be collected in the collection well and stored. In the second and third inventions, the stored groundwater can be conveyed by operating a water stop valve, making it easy to secure water and distribute it to each cultivated area of the rice terraces. Furthermore, by making it possible to drain the stored groundwater, the flood control effect of the landslide prevention equipment is not impaired.

第4の発明は、無筋のプレキャストコンクリート部材を用いて構築された貯留部と、前記貯留部への地下水の流入口と、前記貯留部の底部付近に設けられた送水口と、前記送水口からの送水量を制御可能な止水弁と、前記貯留部での水の貯留量が所定以上となると水を排水する排水口と、を具備することを特徴とする貯留施設である。 The fourth invention is a storage facility comprising a storage section constructed using unreinforced precast concrete members, a groundwater inlet into the storage section, a water supply outlet located near the bottom of the storage section, a water stop valve capable of controlling the amount of water supplied from the water supply outlet, and a drain outlet that drains water when the amount of water stored in the storage section reaches a predetermined level.

第4の発明では、無筋のプレキャストコンクリート部材を用いることで貯留部を容易に構築できる。また、地下水を流入口から貯留部に流入させて貯留し、貯留した水を止水弁で送水量を制御して送水できる。さらに貯留部での水の量が所定以上となると排水口から排水することにより、貯留部からのオーバーフローを防止でき、地下水位の上昇を抑制することができる。 In the fourth invention, the storage section can be easily constructed using unreinforced precast concrete members. Furthermore, groundwater is allowed to flow into the storage section through an inlet, where it is stored. The stored water can then be pumped out by controlling the amount of water flowing using a stop valve. Furthermore, by draining the water from a drain outlet when the amount of water in the storage section exceeds a predetermined level, overflow from the storage section can be prevented, and the rise in the groundwater level can be suppressed.

前記貯留部内の水を加熱可能な加熱装置をさらに具備することが望ましい。
これにより、貯留部内の水温を用途に応じて適温に調整することができる。
It is desirable to further include a heating device capable of heating the water in the reservoir.
This allows the water temperature in the reservoir to be adjusted to an appropriate temperature depending on the application.

前記プレキャストコンクリート部材が平面視で六角形の中空のユニットであり、前記貯留部が複数の前記ユニットを組み合わせて構築されてもよい。
ユニットを用いることにより、ユニットを容易に運搬して貯留部を構築することができる。また、六角形の中空のユニットを組み合わせることにより、貯留部をハニカム構造として強度を高めることができる。
The precast concrete member may be a hollow unit that is hexagonal in plan view, and the storage section may be constructed by combining a plurality of such units.
By using the units, the units can be easily transported and used to construct the storage area. In addition, by combining hexagonal hollow units, the storage area can be made stronger by forming a honeycomb structure.

本発明によれば、効率よく用水を確保して各耕作区へ分配できる棚田への送水システム、棚田への送水システムの施工方法および貯留施設の施工方法を提供できる。 The present invention provides a water supply system for rice terraces that can efficiently secure irrigation water and distribute it to each cultivation area, a construction method for a water supply system for rice terraces, and a construction method for a storage facility.

棚田5の周辺を示す図。A diagram showing the area around terraced rice fields 5. 貯留施設8(8a)を示す図。A diagram showing storage facility 8 (8a). 貯留施設8に複数の集水井3が接続された例を示す図。A diagram showing an example in which multiple collection wells 3 are connected to a storage facility 8. 貯留部17aの例を示す図。FIG. 10 is a diagram showing an example of a storage section 17a. 棚田5への送水システム7aを示す図。A diagram showing a water supply system 7a to terraced rice fields 5. 集水井兼貯留施設8bを示す図。A diagram showing the collection well and storage facility 8b.

[第1の実施形態]
以下、図面に基づいて本発明の第1の実施形態について詳細に説明する。
図1は棚田5の周辺を示す図であり、図1(a)は既設の地滑り対策設備1を示す図、図1(b)は棚田5への送水システム7を示す図である。図2は貯留施設8(8a)を示す図である。
[First embodiment]
A first embodiment of the present invention will be described in detail below with reference to the drawings.
Figure 1 shows the area around the rice terraces 5, with Figure 1(a) showing the existing landslide prevention equipment 1 and Figure 1(b) showing the water supply system 7 to the rice terraces 5. Figure 2 shows the storage facility 8 (8a).

図1(a)に示すように、棚田5は地滑り斜面6付近に位置し、地滑り斜面6には既設の地滑り対策設備1が設置されている。地滑り対策設備1は、地中の地下水位より深い位置に配置された横井戸2、複数の横井戸2に接続され、横井戸2によって地下水が集められる集水井3、集水井3に接続された排水路4等で構成される。 As shown in Figure 1(a), rice terraces 5 are located near landslide slope 6, on which existing landslide prevention equipment 1 has been installed. Landslide prevention equipment 1 consists of horizontal wells 2 located deeper than the groundwater level, collection wells 3 connected to multiple horizontal wells 2 and which collect groundwater via horizontal wells 2, and drainage channels 4 connected to collection wells 3.

棚田5への送水システム7は、既設の地滑り対策設備1を用いて施工される。送水システム7は、図1(b)、図2に示すように、横井戸2、集水井3、排水路4-1、4-2、4a-1、4a-2、貯留施設8、8a、送水管9、止水弁10、制御部12、排水管11、水温センサ13等で構成される。 The water supply system 7 to the rice terraces 5 is constructed using the existing landslide prevention equipment 1. As shown in Figures 1(b) and 2, the water supply system 7 is composed of a horizontal well 2, a collection well 3, drainage channels 4-1, 4-2, 4a-1, and 4a-2, storage facilities 8 and 8a, a water supply pipe 9, a water stop valve 10, a control unit 12, a drainage pipe 11, and a water temperature sensor 13.

貯留施設8は、地滑り対策設備1の排水路4の途中に設置される。貯留施設8aは、集水井3(又は排水路4)から分岐させた排水路4a-1、4a-2の間に設置される。すなわち、貯留施設8(8a)のいずれも、集水井3の高さ以下の部位に配置される。 The storage facility 8 is installed midway along the drainage channel 4 of the landslide prevention equipment 1. The storage facility 8a is installed between the drainage channels 4a-1 and 4a-2 that branch off from the collection well 3 (or drainage channel 4). In other words, both storage facilities 8 (8a) are located at a height below the collection well 3.

貯留施設8(8a)は、水平断面が略円筒形の貯留部17、貯留部17への塵の流入防止といたずら防止のための蓋21等を有する。貯留部17は、貯留した水が地中に再度染み出さないように、不透水性の部材で構成される。貯留部17は、薄肉で無筋のプレキャストコンクリート部材を用いて構築された桝である。プレキャストコンクリート部材は、例えば3Dプリンティングでセメント系材料を積層して製作され、周辺環境に負荷を与えないように中性化させた状態で設置される。貯留部17を3Dプリンティングによるプレキャストコンクリート部材で構築すれば、積層の凹凸により表面積が大きくなるため、二酸化炭素の固定化、炭酸化養生に有利である。また、棚田5の景観に合った造形とできる。 Storage facility 8 (8a) includes a storage section 17 with a roughly cylindrical horizontal cross section, and a lid 21 to prevent dust from entering storage section 17 and to prevent tampering. Storage section 17 is constructed from an impermeable material to prevent the stored water from seeping back into the ground. Storage section 17 is a manhole constructed using thin, unreinforced precast concrete members. Precast concrete members are manufactured by layering cement-based materials using, for example, 3D printing, and are installed in a neutralized state so as not to burden the surrounding environment. Constructing storage section 17 using 3D printed precast concrete members increases the surface area due to the unevenness of the layers, which is advantageous for carbon dioxide fixation and carbonation curing. Furthermore, the design can be designed to match the landscape of rice terraces 5.

貯留施設8(8a)は、上流側の排水路4-1(4a-1)に接続され、底部15から所定の高さに接続された排水管11を介して下流側の排水路4-2(4a-2)に接続される。貯留施設8(8a)と排水路4-1(4a-1)との接続部は、貯留部17への地下水の流入口18となる。貯留施設8(8a)と排水路4-2(4a-2)との接続部は、貯留部17からの水16の排水口20となる。 The storage facility 8 (8a) is connected to the upstream drainage channel 4-1 (4a-1) and to the downstream drainage channel 4-2 (4a-2) via a drainage pipe 11 connected at a predetermined height from the bottom 15. The connection between the storage facility 8 (8a) and the drainage channel 4-1 (4a-1) forms the groundwater inlet 18 into the storage section 17. The connection between the storage facility 8 (8a) and the drainage channel 4-2 (4a-2) forms the drainage outlet 20 for water 16 from the storage section 17.

なお、貯留施設8への流入側の排水路4-1と流出側の排水路4-2は、地滑り対策設備1の排水路4がそのまま利用可能である。一方、貯留施設8aへの流入側の排水路4a-1と流出側の排水路4a-2は、新たに施工される。このため、例えば、排水路4a-2は、排水路4(排水路4-2)に接続されずに、直接河川等に接続してもよい。なお、排水路4-1(4a-1)は、途中に高低が加わっても送水できるように、例えば配管が使用される。また、排水路4-2(4a-2)は、配管を用いてもよいが、ゴミ除去などのメンテナンスのために開水路としてもよい。 The drainage channel 4-1 on the inflow side and the drainage channel 4-2 on the outflow side to the storage facility 8 can be the drainage channel 4 of the landslide prevention facility 1. On the other hand, the drainage channel 4a-1 on the inflow side and the drainage channel 4a-2 on the outflow side to the storage facility 8a will be newly constructed. For this reason, for example, the drainage channel 4a-2 may be connected directly to a river or the like without being connected to the drainage channel 4 (drainage channel 4-2). The drainage channel 4-1 (4a-1) may be piped, for example, so that water can be conveyed even if there are elevation changes along the way. The drainage channel 4-2 (4a-2) may be piped, but may also be an open channel for maintenance purposes such as debris removal.

送水管9は、貯留施設8(8a)の底部15近傍に接続される。送水管9は、1ヶ所の貯留施設8(8a)に対して複数本が接続されてもよい。貯留施設8(8a)と送水管9との接続部は、貯留部17からの水16の送水口19となる。送水管9には送水口19からの送水量を制御するための止水弁10が設けられる。止水弁10は、手動で開閉可能なバルブであってもよいが、開閉動作を自動制御することもできる。例えば、水位センサによって、棚田5の水位に応じて止水弁10の開閉が制御され、水位が低下すると止水弁10を開くことで送水が実施され、水位が上昇すると止水弁10が閉じられる。また、図示したように、棚田5に設置された水温センサ13の測定データに基づいて、制御部12によって止水弁10の開閉動作を制御可能である。また、別途設置された雨量計によって、所定以上の雨量の場合には、止水弁10を閉じるように制御してもよい。このような止水弁10の制御は、無線で行うこともできる。 The water supply pipe 9 is connected near the bottom 15 of the storage facility 8 (8a). Multiple water supply pipes 9 may be connected to one storage facility 8 (8a). The connection between the storage facility 8 (8a) and the water supply pipe 9 forms the water supply outlet 19 for water 16 from the storage section 17. The water supply pipe 9 is provided with a water stop valve 10 to control the amount of water supplied from the water supply outlet 19. The water stop valve 10 may be a valve that can be opened and closed manually, but its opening and closing operation can also be controlled automatically. For example, a water level sensor controls the opening and closing of the water stop valve 10 according to the water level in the rice terrace 5. When the water level drops, the water stop valve 10 is opened to supply water, and when the water level rises, the water stop valve 10 is closed. Furthermore, as shown in the figure, the control unit 12 can control the opening and closing operation of the water stop valve 10 based on the measurement data of a water temperature sensor 13 installed in the rice terrace 5. Additionally, a separately installed rain gauge may be used to control the water stop valve 10 to close when rainfall exceeds a predetermined level. Such control of the water stop valve 10 can also be performed wirelessly.

送水システム7では、横井戸2によって地下水が集水井3に集められ、排水路4-1(4a-1)によって集水井3から地下水が排水される。排水路4-1(4a-1)によって排水された地下水は、図2に示すように、貯留施設8(8a)に流入して貯留される。貯留施設8(8a)では、貯留部17での水16の貯留量が排水管11の設置高さ以上となると、排水管11より水16が排出される。なお、排水路4-1(4a-1)の高さを、排水管11よりも高い位置としてもよい。 In the water supply system 7, groundwater is collected in a collection well 3 by a horizontal well 2, and is then drained from the collection well 3 by a drainage channel 4-1 (4a-1). The groundwater drained by the drainage channel 4-1 (4a-1) flows into and is stored in a storage facility 8 (8a), as shown in Figure 2. In the storage facility 8 (8a), when the amount of water 16 stored in the storage section 17 exceeds the installation height of the drainage pipe 11, the water 16 is discharged from the drainage pipe 11. The height of the drainage channel 4-1 (4a-1) may also be higher than that of the drainage pipe 11.

送水システム7では、止水弁10を開くことで貯留施設8(8a)に貯留した水16が送水管9を介して、貯留施設8(8a)よりも低い位置の棚田5の各耕作区へ送水される。通常は棚田5の水位に応じて止水弁10の開閉が制御され、水位が低下すると止水弁10を開くことで送水が実施され、水位が上昇すると止水弁10が閉じられる。また、水温センサ13で測定された棚田5内の水温が所定の範囲を超えた場合(所定温度以上又は所定温度以下の場合)にも、制御部12が止水弁10を開くことで送水が実施される。貯留施設8、8a内に貯留された水16は略一定の温度であるため、貯留施設8、8aから送水することにより、棚田5内の水温を適切に調整することができる。なお、貯留施設8(8a)は、貯留された水16の温度の制御や保温管理の容易さの点から半地下構造とすることが望ましい。 In the water supply system 7, opening the stop valve 10 sends water 16 stored in the storage facility 8 (8a) via the water supply pipe 9 to each cultivated area of the rice terrace 5, which is located lower than the storage facility 8 (8a). The opening and closing of the stop valve 10 is typically controlled according to the water level in the rice terrace 5. When the water level drops, the stop valve 10 opens to supply water, and when the water level rises, the stop valve 10 closes. Furthermore, if the water temperature in the rice terrace 5 measured by the water temperature sensor 13 exceeds a predetermined range (above or below a predetermined temperature), the control unit 12 opens the stop valve 10 to supply water. Because the water 16 stored in the storage facilities 8, 8a is at a substantially constant temperature, the water temperature in the rice terrace 5 can be appropriately adjusted by supplying water from the storage facility 8, 8a. It is desirable for the storage facility 8 (8a) to be semi-underground in order to facilitate temperature control and thermal insulation of the stored water 16.

送水システム7では、貯留施設8、8aに図示しない加熱装置を設けてもよい。加熱装置は、太陽光や地熱などの自然エネルギーを利用する装置であることが望ましく、例えば、貯留部17の蓋21に設けたソーラーパネルや貯留部17の下方の地中に設けたヒートパイプ等を用いて集熱する。加熱装置は、棚田5の水温が所定以下となると貯留施設8、8a内の水16を加熱する。加熱された水16を送水することにより、棚田5内の水温を上昇させることができる。 In the water supply system 7, a heating device (not shown) may be installed in the storage facilities 8, 8a. The heating device is preferably a device that utilizes natural energy such as sunlight or geothermal heat, and collects heat using, for example, a solar panel attached to the lid 21 of the storage section 17 or a heat pipe installed underground below the storage section 17. The heating device heats the water 16 in the storage facilities 8, 8a when the water temperature in the rice terraces 5 falls below a predetermined level. By supplying the heated water 16, the water temperature in the rice terraces 5 can be raised.

このように、第1の実施形態の棚田5への送水システム7では、既設の地滑り対策設備1から排水された地下水を貯留施設8、8aに集水して貯留することにより、用水を容易に確保できる。また、貯留施設8、8aの底部15近傍に接続した送水管9に止水弁10を設け、貯留した水16の送水時に止水弁10を開くことにより、棚田5の各耕作区へ用水を分配できる。送水システム7では送水管9のみに止水弁10を設けるため、棚田5の各耕作区に給水装置を設置するよりもコストを削減できる。さらに、貯留施設8、8aの底部15から所定の高さに排水管11を設け、貯留した水16の量が排水管11の高さ以上となると排水管11から排水することにより、地滑り対策設備1の治水効果を保持しつつ、貯留施設8、8aからのオーバーフローを確実に防止することができる。 In this way, the water supply system 7 for rice terraces 5 of the first embodiment easily ensures water supply by collecting and storing groundwater drained from the existing landslide prevention equipment 1 in the storage facilities 8, 8a. Furthermore, a water stop valve 10 is provided on the water supply pipe 9 connected near the bottom 15 of the storage facilities 8, 8a. By opening the water stop valve 10 when transporting the stored water 16, water can be distributed to each cultivated area of the rice terraces 5. Because the water supply system 7 only requires the water stop valve 10 on the water supply pipe 9, costs are reduced compared to installing a water supply device in each cultivated area of the rice terraces 5. Furthermore, a drainage pipe 11 is provided at a predetermined height from the bottom 15 of the storage facilities 8, 8a. When the amount of stored water 16 exceeds the height of the drainage pipe 11, the water is discharged from the drainage pipe 11. This reliably prevents overflow from the storage facilities 8, 8a while maintaining the flood control effect of the landslide prevention equipment 1.

送水システム7では、棚田5内の水温が所定以上(少なくとも地下水温以上)となった場合に、送水を実施して、棚田5内の水温上昇を抑制することができる。また、送水システム7では、棚田5の水温が所定以下(例えば、地下水温以下)となった場合にも、送水を実施して、棚田5内の水温低下を抑制することができる。なお、棚田5の水温が所定以下(例えば、地下水温以上)となった場合には、貯留施設8、8a内の水16を加熱することにより、棚田5内の水温低下を抑制することができる。このように、送水システム7は、棚田5の水温が高すぎたり低すぎたりした場合に適温に調整し、温度による稲の生育への悪影響を防止することができる。 The water supply system 7 supplies water when the water temperature in the rice terraces 5 reaches a predetermined level or higher (at least above the groundwater temperature), thereby preventing the water temperature in the rice terraces 5 from rising. The water supply system 7 also supplies water when the water temperature in the rice terraces 5 falls below a predetermined level (for example, below the groundwater temperature), preventing the water temperature in the rice terraces 5 from dropping. If the water temperature in the rice terraces 5 falls below a predetermined level (for example, above the groundwater temperature), the water 16 in the storage facilities 8, 8a can be heated to prevent the water temperature in the rice terraces 5 from dropping. In this way, the water supply system 7 adjusts the water temperature in the rice terraces 5 to an appropriate level when it is too high or too low, preventing adverse effects of temperature on rice growth.

第1の実施形態では、無筋のプレキャストコンクリート部材を用いることで、貯留施設の貯留部17を容易に構築できる。またプレキャストコンクリート部材を炭酸化養生によって予め所定深さまで中性化しておくことにより、貯留部17内で長時間に亘ってコンクリートに接しても水16がアルカリ性に傾くことがなくなるので、水16を送水したときに棚田5の稲の生育や益虫、周辺の生態系に悪影響を与えることがない。 In the first embodiment, the storage portion 17 of the storage facility can be easily constructed by using unreinforced precast concrete members. Furthermore, by neutralizing the precast concrete members to a predetermined depth in advance through carbonation curing, the water 16 will not become alkaline even if it is in contact with the concrete for a long period of time in the storage portion 17. Therefore, when the water 16 is pumped, it will not have a negative impact on the growth of rice plants in the rice terraces 5, beneficial insects, or the surrounding ecosystem.

なお、第1の実施形態では1つの集水井3に対して2つの貯留施設8、8aを設置したが、送水システムは集水井と貯留施設を少なくとも1つずつ含んでいればよい。図3は貯留施設8に複数の集水井3が接続された例を示す図である。図3に示す例では、貯留施設8が3つの集水井3からの排水路4-1に接続される。これにより、地滑り斜面の広い範囲から地下水を集水して貯留することができるので、水の確保がより容易になる。また、横井戸2は、広範囲を網羅するように多数配置されるため、一部の領域の地下水位が低くなった際にも、他の領域の地下水位が十分あれば、確実に地下水を貯留施設8へ集めることができる。 In the first embodiment, two storage facilities 8, 8a were installed for one collection well 3, but the water supply system only needs to include at least one collection well and one storage facility. Figure 3 is a diagram showing an example in which multiple collection wells 3 are connected to a storage facility 8. In the example shown in Figure 3, the storage facility 8 is connected to drainage channels 4-1 from three collection wells 3. This makes it possible to collect and store groundwater from a wide area of the landslide slope, making it easier to secure water. Furthermore, because many horizontal wells 2 are placed to cover a wide area, even if the groundwater level in one area drops, groundwater can be reliably collected in the storage facility 8 as long as the groundwater level in other areas is sufficient.

また、貯留部17の構築方法は上記したものに限らない。貯留部は、例えば、現場打ちコンクリートで構築してもよいし、無筋のプレキャストコンクリート製の複数のユニットを組み合わせて構築してもよい。図4は、複数のユニット22で構築された貯留部17aの例を示す図である。図4(a)は貯留部17aを上方から見た図、図4(b)は貯留部17aを図4(a)の左右方向から見た図である。ユニット22は、水平断面が六角形で中空の無筋のプレキャストコンクリート部材である。貯留部17aは、複数のユニット22をハニカム構造となるように並べたものを複数段に重ねて構築される。貯留部17aでは、水平方向や上下方向に隣接するユニット22の間で水の移動が可能となるように、ユニット22同士の重なり合う部分に開口が形成される。貯留部17aでは、ユニット22をハニカム構造となるように並べて用いることで強度を高めることができる。 Furthermore, the construction method of the storage section 17 is not limited to the above. The storage section may be constructed, for example, using cast-in-place concrete, or by combining multiple units made of unreinforced precast concrete. Figure 4 shows an example of a storage section 17a constructed from multiple units 22. Figure 4(a) is a top view of the storage section 17a, and Figure 4(b) is a left-right view of the storage section 17a in Figure 4(a). The units 22 are hollow, unreinforced precast concrete members with a hexagonal horizontal cross section. The storage section 17a is constructed by stacking multiple units 22 in a honeycomb structure. In the storage section 17a, openings are formed where the units 22 overlap to allow water to move between adjacent units 22 in the horizontal and vertical directions. The strength of the storage section 17a can be increased by arranging the units 22 in a honeycomb structure.

また、貯留部は、無筋のプレキャストコンクリート製の複数のユニットを中心軸が一致するように重ねて構築してもよい。このとき、上下のユニットをスリップジョイントのように嵌合可能な構造とすれば、接合が容易である。このように小型で軽量のユニットを用いれば、棚田5の狭隘部に貯留部を構築する場合であっても、ユニットを現地まで容易に運搬して施工できる。また、上段にユニットを増設することで貯留部の容量を増やすことができる。 The storage area can also be constructed by stacking multiple unreinforced precast concrete units so that their central axes are aligned. In this case, joining the upper and lower units can be made easier if they are designed to fit together like a slip joint. By using such small, lightweight units, the units can be easily transported to the site and installed, even when building the storage area in a narrow area of the rice terraces 5. The capacity of the storage area can also be increased by adding units to the upper tiers.

[第2の実施形態]
以下、本発明の別の例について、第2の実施形態として説明する。第2の実施形態は第1の実施形態と異なる点について説明し、同様の構成については図等で同じ符号を付すなどして説明を省略する。また、各実施形態で説明する構成は必要に応じて組み合わせることができる。
Second Embodiment
Another example of the present invention will be described below as a second embodiment. The second embodiment will be described by focusing on differences from the first embodiment, and similar components will be denoted by the same reference numerals in the drawings and will not be described again. The components described in each embodiment can be combined as needed.

図5は棚田5への送水システム7aを示す図である。図6は集水井兼貯留施設8bを示す図である。 Figure 5 shows the water supply system 7a to the rice terraces 5. Figure 6 shows the water collection well and storage facility 8b.

棚田5への送水システム7aは、図1(a)に示す既設の地滑り対策設備1を用いて施工される。送水システム7aは、図5、図6に示すように、横井戸2、排水路4、集水井兼貯留施設8b、送水管9、止水弁10、排水管11等で構成される。なお、図6では横井戸2の図示を省略している。 The water supply system 7a to the rice terraces 5 is constructed using the existing landslide prevention equipment 1 shown in Figure 1(a). As shown in Figures 5 and 6, the water supply system 7a is composed of a horizontal well 2, a drainage channel 4, a collection well/storage facility 8b, a water supply pipe 9, a water stop valve 10, a drainage pipe 11, etc. Note that the horizontal well 2 is not shown in Figure 6.

図5、図6に示す集水井兼貯留施設8bは、本来、水を貯留する機能を有さない、図1(a)に示す地滑り対策設備1の集水井3を改造したものである。集水井3は、排水路4との接続部に堰14を設け、送水管9及び止水弁10を設置し、排水路4と集水井3とを排水管11で接続することにより、集水井兼貯留施設8bに改造される。集水井兼貯留施設8bと横井戸2との接続部は、貯留部17への地下水の流入口となる。集水井兼貯留施設8bと排水管11との接続部は、貯留部17からの水16の排水口20となる。 The collection well and storage facility 8b shown in Figures 5 and 6 is a modified version of the collection well 3 of the landslide prevention facility 1 shown in Figure 1(a), which does not originally have the function of storing water. The collection well 3 is modified into the collection well and storage facility 8b by installing a weir 14 at the connection point with the drainage channel 4, installing a water supply pipe 9 and a water stop valve 10, and connecting the drainage channel 4 and the collection well 3 with a drainage pipe 11. The connection point between the collection well and storage facility 8b and the horizontal well 2 serves as the groundwater inlet to the storage section 17. The connection point between the collection well and storage facility 8b and the drainage pipe 11 serves as the drainage outlet 20 for water 16 from the storage section 17.

送水管9は、集水井兼貯留施設8bの底部15近傍に接続される。集水井兼貯留施設8bと送水管9との接続部は、貯留部17からの水16の送水口19となる。送水管9には送水口19からの送水量を制御するための止水弁10が設けられる。送水管9は、1ヶ所の集水井兼貯留施設8bに対して複数本が接続されてもよい。排水管11は、集水井兼貯留施設8bの底部15から所定の高さに接続される。 The water supply pipe 9 is connected near the bottom 15 of the collection well and storage facility 8b. The connection between the collection well and storage facility 8b and the water supply pipe 9 forms a water supply outlet 19 for water 16 from the storage section 17. The water supply pipe 9 is provided with a water stop valve 10 for controlling the amount of water supplied from the water supply outlet 19. Multiple water supply pipes 9 may be connected to one collection well and storage facility 8b. The drainage pipe 11 is connected at a predetermined height from the bottom 15 of the collection well and storage facility 8b.

送水システム7aでは、横井戸2によって地下水が集水井兼貯留施設8bに集水されて貯留される。集水井兼貯留施設8bでは、水16の貯留量が排水管11の設置高さ以上となると、排水管11より排水路4に水16が排出される。 In the water supply system 7a, groundwater is collected and stored in the collection well/storage facility 8b via a horizontal well 2. When the amount of water 16 stored in the collection well/storage facility 8b exceeds the installation height of the drainage pipe 11, the water 16 is discharged from the drainage pipe 11 into the drainage channel 4.

送水システム7aでは、止水弁10を開くことで集水井兼貯留施設8bに貯留した水16が送水管9を介して棚田5の各耕作区へ送水される。通常は棚田5の水位に応じて止水弁10が開閉され、水位が低下すると止水弁10を開くことで送水が実施される。 In the water supply system 7a, opening the stop valve 10 causes water 16 stored in the collection well and storage facility 8b to be sent via the water supply pipe 9 to each cultivated area of the rice terrace 5. Normally, the stop valve 10 is opened and closed depending on the water level in the rice terrace 5, and when the water level drops, the stop valve 10 is opened to send water.

送水システム7aでは、送水システム7と同様の制御部12および水温センサ13を設けてもよい。また、集水井兼貯留施設8bに図示しない加熱装置を設けてもよい。 The water supply system 7a may be provided with a control unit 12 and a water temperature sensor 13 similar to those in the water supply system 7. The water collection and storage facility 8b may also be provided with a heating device (not shown).

このように、第2の実施形態の棚田5への送水システム7aでは、既設の地滑り対策設備1で集水した地下水を集水井兼貯留施設8bに貯留することにより、用水を容易に確保できる。また、集水井兼貯留施設8bの底部15近傍に接続した送水管9に止水弁10を設け、貯留した水16の送水時に止水弁10を開くことにより、棚田5の各耕作区へ用水を分配できる。さらに、集水井兼貯留施設8bの底部15から所定の高さに排水管11を設け、貯留した水16の量が排水管11の高さ以上となると排水管11から排水することにより、地滑り対策設備1の治水効果を保持しつつ、集水井兼貯留施設8bからのオーバーフローを確実に防止することができる。 In this way, the water supply system 7a for rice terraces 5 of the second embodiment easily secures water by storing groundwater collected by the existing landslide prevention equipment 1 in the collection well and storage facility 8b. Furthermore, a water stop valve 10 is provided on the water supply pipe 9 connected near the bottom 15 of the collection well and storage facility 8b. By opening the water stop valve 10 when transporting the stored water 16, water can be distributed to each cultivated area of the rice terraces 5. Furthermore, a drainage pipe 11 is provided at a predetermined height from the bottom 15 of the collection well and storage facility 8b. When the amount of stored water 16 reaches or exceeds the height of the drainage pipe 11, water is discharged from the drainage pipe 11. This reliably prevents overflow from the collection well and storage facility 8b while maintaining the flood control effect of the landslide prevention equipment 1.

以上、添付図面を参照しながら、本発明に係る好適な実施形態について説明したが、本発明はかかる例に限定されない。当業者であれば、本願で開示した技術的思想の範疇内において、各種の変更例又は修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。 The above describes preferred embodiments of the present invention with reference to the accompanying drawings, but the present invention is not limited to such examples. It is clear that those skilled in the art will be able to conceive of various modifications and alterations within the scope of the technical ideas disclosed in this application, and it is understood that these also naturally fall within the technical scope of the present invention.

1………地滑り対策設備
2………横井戸
3………集水井
4、4-1、4-2、4a-1、4a-2………排水路
5………棚田
6………地滑り斜面
7、7a………送水システム
8、8a………貯留施設
8b………集水井兼貯留施設
9………送水管
10………止水弁
11………排水管
12………制御部
13………水温センサ
14………堰
15………底部
16………水
17………貯留部
18………流入口
19………送水口
20………排水口
21………蓋
22………ユニット
1...Landslide prevention equipment 2...Horizontal well 3...Collection well 4, 4-1, 4-2, 4a-1, 4a-2...Drainage channel 5...Rice terraces 6...Landslide slope 7, 7a...Water supply system 8, 8a...Storage facility 8b...Collection well and storage facility 9...Water supply pipe 10...Stop valve 11...Drainage pipe 12...Control unit 13...Water temperature sensor 14...Weir 15...Bottom 16...Water 17...Storage unit 18...Inlet 19...Water supply outlet 20...Drainage outlet 21...Cover 22...Unit

Claims (11)

棚田への送水システムであって、
地下水を集水して貯留可能な貯留施設と、
前記貯留施設から棚田へ水を送水可能な送水管と、
前記貯留施設から排水可能な排水管と、
を具備し、
前記送水管には止水弁が設けられ、前記止水弁を開くことで前記貯留施設に貯留した地下水を、前記送水管を介して棚田へ送水可能であり、
前記貯留施設での水の貯留量が所定以上となると、前記排水管より水を排出可能であることを特徴とする棚田への送水システム。
A water supply system for rice terraces,
A storage facility capable of collecting and storing groundwater;
a water supply pipe capable of supplying water from the storage facility to the rice terraces;
a drain pipe capable of discharging water from the storage facility;
Equipped with
The water supply pipe is provided with a water stop valve, and by opening the water stop valve, the groundwater stored in the storage facility can be supplied to the rice terraces through the water supply pipe.
A water supply system for rice terraces, characterized in that water can be discharged from the drainage pipe when the amount of water stored in the storage facility reaches a predetermined level.
地中に配置された横井戸と、
複数の前記横井戸に接続された集水井と、
前記集水井に接続された排水路と、
を具備し、
前記横井戸によって地下水が前記集水井に集められ、
前記排水路によって前記集水井から地下水が排水され、
前記貯留施設は前記排水路と接続され、前記集水井から排出された地下水を貯留可能であることを特徴とする請求項1記載の棚田への送水システム。
A horizontal well placed underground;
A collection well connected to a plurality of said horizontal wells;
a drainage channel connected to the collection well;
Equipped with
The horizontal well collects groundwater into the collection well;
The drainage channel drains groundwater from the collection well,
2. The water supply system for rice terraces according to claim 1, wherein the storage facility is connected to the drainage channel and is capable of storing groundwater discharged from the collection well.
前記貯留施設には、複数の前記集水井が接続されていることを特徴とする請求項2記載の棚田への送水システム。 A water supply system for rice terraces as described in claim 2, characterized in that multiple collection wells are connected to the storage facility. 前記貯留施設の底部付近に前記送水管が接続され、
前記貯留施設の底部から所定の高さに前記排水管が接続されることを特徴とする請求項1記載の棚田への送水システム。
The water supply pipe is connected to the vicinity of the bottom of the storage facility,
2. The water supply system for rice terraces according to claim 1, wherein the drainage pipe is connected to a predetermined height from the bottom of the storage facility.
棚田内の水温を測定する水温センサと、
前記止水弁の開閉動作を制御する制御部と、
を具備し、
棚田の水温が所定範囲を超えると、前記制御部は、前記止水弁を開くことを特徴とする請求項1記載の棚田への送水システム。
A water temperature sensor that measures the water temperature in the rice terraces,
A control unit that controls the opening and closing operation of the water stop valve;
Equipped with
2. The water supply system for rice terraces according to claim 1, wherein the control unit opens the water stop valve when the water temperature in the rice terraces exceeds a predetermined range.
棚田の水温が所定以下となると、前記貯留施設内の水を加熱可能な加熱装置を具備することを特徴とする請求項1記載の棚田への送水システム。 The water supply system for rice terraces described in claim 1 is characterized in that it is equipped with a heating device that can heat the water in the storage facility when the water temperature in the rice terraces falls below a predetermined level. 既設の地滑り対策設備を用いた棚田への送水システムの施工方法であって、
前記地滑り対策設備は、
地中に配置された横井戸と、
複数の前記横井戸に接続され、前記横井戸によって地下水が集められる集水井と、
前記集水井に接続された排水路と、
を具備し、
前記排水路の途中又は前記排水路から分岐させて、地下水を集水して貯留可能な貯留施設を設置する工程と、
前記貯留施設から棚田へ水を送水可能な送水管と、前記送水管において、前記送水管による送水量を制御する止水弁を設置する工程と、
前記貯留施設から排水可能な排水管を設置する工程と、
を具備することを特徴とする棚田への送水システムの施工方法。
A construction method for a water supply system to rice terraces using existing landslide prevention facilities,
The landslide prevention equipment includes:
A horizontal well placed underground;
a collection well connected to a plurality of the horizontal wells, through which groundwater is collected by the horizontal wells;
a drainage channel connected to the collection well;
Equipped with
A step of installing a storage facility capable of collecting and storing groundwater in the middle of the drainage channel or branching off from the drainage channel;
a step of installing a water supply pipe capable of supplying water from the storage facility to the rice terraces, and a water stop valve in the water supply pipe for controlling the amount of water supplied through the water supply pipe;
a step of installing a drainage pipe capable of discharging water from the storage facility;
A method for constructing a water supply system for rice terraces, comprising:
既設の地滑り対策設備を用いた棚田への送水システムの施工方法であって、
前記地滑り対策設備は、
地中に配置された横井戸と、
複数の前記横井戸に接続され、前記横井戸によって地下水が集められる集水井と、
前記集水井に接続された排水路と、
を具備し、
前記集水井に所定量の水が貯留可能な堰を設ける工程と、
前記集水井から棚田へ水を送水可能な送水管と、前記送水管において、前記送水管による送水量を制御する止水弁を設置する工程と、
前記集水井の地下水の貯留量が所定以上となると、前記排水路へ地下水を排水可能なように、前記排水路と前記集水井とを接続する工程と、
を具備することを特徴とする棚田への送水システムの施工方法。
A construction method for a water supply system to rice terraces using existing landslide prevention facilities,
The landslide prevention equipment includes:
A horizontal well placed underground;
a collection well connected to a plurality of the horizontal wells, through which groundwater is collected by the horizontal wells;
a drainage channel connected to the collection well;
Equipped with
providing a weir capable of storing a predetermined amount of water in the collecting well;
a step of installing a water supply pipe capable of supplying water from the water collection well to the rice terraces, and a water stop valve in the water supply pipe for controlling the amount of water supplied by the water supply pipe;
When the amount of groundwater stored in the collection well reaches a predetermined amount or more, connecting the drainage channel and the collection well so that the groundwater can be discharged to the drainage channel;
A method for constructing a water supply system for rice terraces, comprising:
無筋のプレキャストコンクリート部材を用いて構築された貯留部と、
前記貯留部への地下水の流入口と、
前記貯留部の底部付近に設けられた送水口と、
前記送水口からの送水量を制御可能な止水弁と、
前記貯留部での水の貯留量が所定以上となると水を排水する排水口と、
を具備することを特徴とする貯留施設。
a reservoir constructed using unreinforced precast concrete members;
a groundwater inlet to the reservoir;
a water supply port provided near the bottom of the storage section;
a water stop valve capable of controlling the amount of water fed from the water feed port;
a drain outlet for draining water when the amount of water stored in the storage section reaches a predetermined amount;
A storage facility characterized by comprising:
前記貯留部内の水を加熱可能な加熱装置をさらに具備することを特徴とする請求項9記載の貯留施設。 The storage facility described in claim 9, further comprising a heating device capable of heating the water in the storage section. 前記プレキャストコンクリート部材が平面視で六角形の中空のユニットであり、前記貯留部が複数の前記ユニットを組み合わせて構築されたことを特徴とする請求項9記載の貯留施設。
The storage facility according to claim 9, characterized in that the precast concrete members are hollow units that are hexagonal in plan view, and the storage section is constructed by combining multiple such units.
JP2022072411A 2022-04-26 2022-04-26 Water supply system for rice terraces, construction method for water supply system for rice terraces and storage facility Active JP7812277B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2022072411A JP7812277B2 (en) 2022-04-26 2022-04-26 Water supply system for rice terraces, construction method for water supply system for rice terraces and storage facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2022072411A JP7812277B2 (en) 2022-04-26 2022-04-26 Water supply system for rice terraces, construction method for water supply system for rice terraces and storage facility

Publications (2)

Publication Number Publication Date
JP2023161822A JP2023161822A (en) 2023-11-08
JP7812277B2 true JP7812277B2 (en) 2026-02-09

Family

ID=88650632

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2022072411A Active JP7812277B2 (en) 2022-04-26 2022-04-26 Water supply system for rice terraces, construction method for water supply system for rice terraces and storage facility

Country Status (1)

Country Link
JP (1) JP7812277B2 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002262677A (en) 2001-03-08 2002-09-17 Padei Kenkyusho:Kk Water distribution system for rice terraces
JP2009144488A (en) 2007-12-18 2009-07-02 Yoshitaka Igawa Well culvert and its construction method
JP2016199947A (en) 2015-04-13 2016-12-01 ケイコン株式会社 Road drainage tank for oil-water separation
US20200323156A1 (en) 2019-04-11 2020-10-15 Nrg Holdings, Llc Irrigation system

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06272259A (en) * 1993-03-23 1994-09-27 Koken Kogyo Kk Landslide prevention method
JPH08116807A (en) * 1994-10-25 1996-05-14 Ishikawajima Harima Heavy Ind Co Ltd Paddy field automatic irrigation equipment
JP3839893B2 (en) * 1997-03-03 2006-11-01 三菱樹脂株式会社 Paddy field level control device and water management system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002262677A (en) 2001-03-08 2002-09-17 Padei Kenkyusho:Kk Water distribution system for rice terraces
JP2009144488A (en) 2007-12-18 2009-07-02 Yoshitaka Igawa Well culvert and its construction method
JP2016199947A (en) 2015-04-13 2016-12-01 ケイコン株式会社 Road drainage tank for oil-water separation
US20200323156A1 (en) 2019-04-11 2020-10-15 Nrg Holdings, Llc Irrigation system

Also Published As

Publication number Publication date
JP2023161822A (en) 2023-11-08

Similar Documents

Publication Publication Date Title
US7971602B2 (en) Systems and methods for the collection, retention and redistribution of rainwater and methods of construction of the same
Kraatz et al. Small hydraulic structures
CN1321561C (en) A method and device for flooding
JP6041190B2 (en) Underground irrigation system
CN104831873A (en) Compound drainage intelligence inversion formula rigid roof that holds
GB2576826A (en) Siphonic device for changing water in estuary underground reservoir and method of operating thereof
JP7040835B1 (en) Regional hydraulic system
CN118166798A (en) Rainfall water collection and interception drip irrigation structure and ecological management method on loess slope
CN101469556A (en) Method for greening construction exterior wall
US20120000546A1 (en) Systems and Methods for the Collection, Retention, and Redistribution of Rainwater and Methods of Construction of the Same
JP7812277B2 (en) Water supply system for rice terraces, construction method for water supply system for rice terraces and storage facility
CN207633496U (en) Integrated rainwater recycling system for sponge cities in super-large square
CN114592574A (en) An intelligent landscape drainage method and drainage device
JP2802282B2 (en) Rechargeable storage facility
JP3239782B2 (en) Lawn management method and management device
CN211793411U (en) Water collecting and supplying system for mine refuse dump
Abu-Taleb Recharge of groundwater through multi-stage reservoirs in a desert basin
SE511200C2 (en) Device and method of a sewerage system where the main drainage pipe is designed as a closed ring pipe
RU2655799C1 (en) Water circulating combined irrigation system
JP5841689B1 (en) greenhouse
US20210131078A1 (en) Integrated utility distribution system
CN109098267A (en) Mountainous Building synthesis rainwater prevention and control based on GIS with utilize system and method
EP3789196A1 (en) A thermal energy storage plant
JP3593890B2 (en) Underground water storage facility
JP3148117B2 (en) Lawn management method and management device

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20241010

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20250619

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20250708

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20250730

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20251028

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20251029

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20260127

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20260128

R150 Certificate of patent or registration of utility model

Ref document number: 7812277

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150