JP2000106770A - Negative pressure difference irrigation system - Google Patents

Negative pressure difference irrigation system

Info

Publication number
JP2000106770A
JP2000106770A JP10282495A JP28249598A JP2000106770A JP 2000106770 A JP2000106770 A JP 2000106770A JP 10282495 A JP10282495 A JP 10282495A JP 28249598 A JP28249598 A JP 28249598A JP 2000106770 A JP2000106770 A JP 2000106770A
Authority
JP
Japan
Prior art keywords
water
soil
negative pressure
porous
porous pipe
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
Application number
JP10282495A
Other languages
Japanese (ja)
Inventor
Nobuhiko Furukawa
信彦 古川
Takaharu Yamamoto
隆晴 山本
Takashi Matsumoto
隆 松本
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.)
Mitsubishi Chemical Corp
Mitsubishi Chemical Engineering Corp
Original Assignee
Mitsubishi Chemical Corp
Mitsubishi Chemical Engineering 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 Mitsubishi Chemical Corp, Mitsubishi Chemical Engineering Corp filed Critical Mitsubishi Chemical Corp
Priority to JP10282495A priority Critical patent/JP2000106770A/en
Publication of JP2000106770A publication Critical patent/JP2000106770A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide the subject system designed to easily control the water feed to and water discharge from soil. SOLUTION: This negative pressure difference irrigation system is so designed as to embed a porous pipe 2 into soil 1, saturate the inside of the porous pipe 2 with water from a water reservoir, and by the aid of the negative pressure difference between the soil in contact with the porous pipe 2 and the inside of the porous pipe 1, either leaching the water inside the porous pipe 2 into the soil 1 or taking the water in the soil 1 into the porous pipe 2 is performed, wherein such a means so to automatically set the level in the water reservoir constant through raising/lowering the water level is furnished so as to be vertically movable, and by moving the means vertically, the height difference between the porous pipe 2 and the level in the water reservoir is ensured to be regulated.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、負圧差灌水システ
ムに関する。
[0001] The present invention relates to a negative pressure differential irrigation system.

【0002】[0002]

【従来の技術】植物を上手に育成するには給水や排水を
うまく調節し、根域を常に適湿に保持することが極めて
重要である。植物を育成する際に、水を効率的に利用す
るための、節水灌漑法の一つとして、負圧差灌水法があ
る。この方法は、1934年、ビー・イー・リビングス
トン(B.E.Livingston)によって初めて
紹介され、その原理は、土壌中に埋設した多孔質管に水
を飽和させ、この管内の水圧を負圧として多孔質管の接
する土壌の負圧と管内負圧との差によって、灌水を行う
ものである。
2. Description of the Related Art In order to grow plants well, it is extremely important to properly control water supply and drainage and to always maintain the root zone at an appropriate humidity. Negative pressure differential irrigation is one of the water-saving irrigation methods for efficiently using water when growing plants. This method was first introduced by BE Livingstone in 1934, and its principle was to saturate a porous tube buried in soil with water and to reduce the water pressure in the tube to a negative pressure. Irrigation is performed by the difference between the negative pressure of the soil in contact with the porous pipe and the negative pressure in the pipe.

【0003】この負圧差灌水システムにおいて、土壌中
への給水量、或いは土壌中からの排水量をコントロール
する方法としては (1)多孔質管の性能を変える。 (空隙率、管の太さ、肉厚、長さ等を変える事) (2)土壌中の多孔質管の設置密度を変える。 (3)多孔質管の埋設する深さを変える 等、色々の方法が試みられている
In this negative pressure differential irrigation system, the method of controlling the amount of water supplied to the soil or the amount of drainage from the soil is as follows: (1) Changing the performance of the porous pipe. (Change porosity, pipe thickness, wall thickness, length, etc.) (2) Change the installation density of porous pipes in the soil. (3) Various methods have been tried, such as changing the depth at which the porous tube is buried.

【0004】しかしながら、これらの方法は、一度、土
壌中に多孔質管を設置してしまうと、そのあとは条件を
変更させる事が困難である。そこで、本発明者らは設定
負圧値(管の位置と給排水タンクの水位の差)を変える
ことにより、比較的容易に給排水量をコントロールでき
ないかについて検討を行なった。その具体的方法とし
て、給排水槽の下にレンガを数個積みこのレンガの増減
で水位を変えたり或いはジャッキー等で槽を上下させる
方法を採ったが、決して良策とは言い難かった。
However, in these methods, once the porous pipe is installed in the soil, it is difficult to change the conditions thereafter. Therefore, the present inventors examined whether the amount of water supply and drainage can be controlled relatively easily by changing the set negative pressure value (the difference between the position of the pipe and the water level of the water supply and drainage tank). As a specific method, several bricks were placed under the water supply / drainage tank, and the water level was changed by increasing or decreasing the number of the bricks, or the tank was moved up and down with a jackie or the like, but this was not a good solution.

【0005】[0005]

【発明が解決しようとする課題】そこで、より簡便に給
排水量をコントロールしうる方法を見い出すべく種々検
討した結果、ボールタップ等で水位を一定とする方法
で、このボールタップ等を槽内で上下できる構造とする
ことにより、槽内の水位が容易に調整できることを見出
し本発明に到った。
Therefore, as a result of various investigations to find a method for more easily controlling the amount of water supply and drainage, a structure in which the ball tap and the like can be moved up and down in a tank by a method of keeping the water level constant by a ball tap and the like. As a result, the present inventors have found that the water level in the tank can be easily adjusted, and have reached the present invention.

【0006】[0006]

【課題を解決するための手段】すなわち、本発明の要旨
は、土壌中に多孔質管を埋設し、この多孔質管内を貯水
部からの水で飽和させ、多孔質管に接する土壌の負圧と
多孔質管内の負圧の差異により、多孔質管内の水を土壌
中に浸出させるか又は土壌水を多孔質管内に取り込むよ
うに構成された負圧差灌水システムであって、水面の上
昇、下降により自動的に貯水部の水位を一定とする手段
を、上下方向に可動しうるように設け、該手段を上下方
向に移動させることにより、多孔質管と貯水部水位との
高低差を調節するように構成されてなる負圧差灌水シス
テムにある。
That is, the gist of the present invention is to embed a porous pipe in soil, saturate the inside of the porous pipe with water from a water storage section, and reduce the negative pressure of the soil in contact with the porous pipe. And a negative pressure difference irrigation system configured to allow water in the porous tube to leach into the soil or to take in soil water into the porous tube due to the difference in the negative pressure in the porous tube. A means for automatically keeping the water level of the water storage section constant is provided so as to be movable in the vertical direction, and by moving the means in the vertical direction, the height difference between the porous pipe and the water level of the water storage section is adjusted. A negative pressure differential irrigation system configured as described above.

【0007】[0007]

【発明の実施の形態】以下、本発明を詳細に説明する。
まず、本願発明においては、土壌中に多孔質管が埋設さ
れる。土壌は、通常天然土壌であり、培養土等のいわゆ
る人工土壌も一般的であるが、有機物を含まないもので
あっても本発明の負圧差灌水システムにより植物栽培に
用いうるものであれば特に制限されない。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in detail.
First, in the present invention, a porous tube is buried in soil. The soil is usually a natural soil, and a so-called artificial soil such as a culture soil is also common.However, even if it does not contain organic matter, it can be used for plant cultivation by the negative pressure difference irrigation system of the present invention. Not restricted.

【0008】本発明において、上記土壌中には、多孔質
管が埋設される。埋設する深さは特に制約は無く、通常
土壌表面から5〜50cm程度が好ましい。浅過ぎる場
合には、地表の温度の影響を受け易く、水分が蒸発しや
すい点で不利であり、深過ぎる場合には植物の根域に水
分を到達させることが困難となるので好ましくない。多
孔質管の材料は一般には陶磁器、コンクリート、多孔質
ガラスが好ましいが、金属焼結体、ポリエチレン、ポリ
プロピレン、ゴム等のプラスチックスを原料とした多孔
質成型体、更に、フィルター材料として利用できる素材
を筒状に成型した物などが利用できる。水蒸気や水を通
過させる関係から親水性の材料又は親水化処理した素材
が好ましい。これらの多孔質材料は孔径0.01〜20
0μm程度の範囲の孔を有することが望ましく、これよ
り細かい場合は使用中に目詰まりが起こり易い上に流体
の流動抵抗が大きいので水の流通性が悪く、またこれよ
り粗い場合には空気が流入し、負圧を保持するのが困難
となりやすい。特に望ましい孔径は0.1〜50μm程
度の範囲で、孔径分布が狭いものが特に好適である。特
に石英質の多い陶土を成型し、焼成して得られる孔径が
10μm前後の筒が好ましい。
[0008] In the present invention, a porous pipe is buried in the soil. The embedding depth is not particularly limited, and is usually preferably about 5 to 50 cm from the soil surface. If it is too shallow, it is unfavorable because it is easily affected by the temperature of the ground surface and water evaporates easily. If it is too deep, it is difficult to reach the root zone of the plant, which is not preferable. In general, the material of the porous tube is preferably ceramic, concrete, or porous glass. However, a sintered material of a metal, a porous molded body made of plastics such as polyethylene, polypropylene, and rubber, and a material that can be used as a filter material Can be used. A hydrophilic material or a material subjected to a hydrophilization treatment is preferable from the viewpoint of allowing water vapor or water to pass through. These porous materials have a pore size of 0.01-20.
It is desirable to have pores in the range of about 0 μm. If the pores are finer than this, clogging is likely to occur during use, and the flow resistance of the fluid is large, so that the flow of water is poor. It tends to flow in and maintain a negative pressure. A particularly desirable pore diameter is in the range of about 0.1 to 50 μm, and a pore diameter distribution is particularly preferable. In particular, a cylinder having a pore diameter of about 10 μm obtained by molding and firing porcelain clay having a large amount of quartz is preferable.

【0009】これらの多孔質材料は通常筒状に成型して
多孔質管として利用される。その内径、肉厚、長さは特
に制約は無いが、小さ過ぎると、水が流れる際の抵抗が
大きく、大き過ぎると内部で発生したり混入した気泡を
流し出すためには多量の水を循環させることが必要とな
る。したがって、通常、内径は3〜100mm程度、好
ましくは5〜50mm、肉厚は1〜30mm程度、好ま
しくは3〜15mm、長さは特に制約は無いが、材質に
応じてセラミックスなど可撓性に乏しく、たわみ応力で
破損し易いものの場合には短めに、プラスチック材料の
ように可撓性に富むものは長くして接続箇所を少なくす
ることもできる。複数の多孔質管の接続にはポリ塩化ビ
ニル、ポリエチレンなどのチューブ、配管材料を利用す
るのが一般的であり、金属製の配管、配管接続具等を利
用するのが好都合である。
[0009] These porous materials are usually formed into a cylindrical shape and used as a porous tube. The inner diameter, wall thickness, and length are not particularly limited, but if it is too small, the resistance when flowing water is large, and if it is too large, a large amount of water is circulated in order to flush out bubbles generated or mixed inside. It is necessary to make it. Therefore, usually, the inner diameter is about 3 to 100 mm, preferably 5 to 50 mm, the wall thickness is about 1 to 30 mm, preferably 3 to 15 mm, and the length is not particularly limited. Those that are poor and are easily damaged by flexural stress can be made shorter, and those that are more flexible such as plastic materials can be made longer to reduce the number of connection points. In order to connect a plurality of porous pipes, it is common to use a tube such as polyvinyl chloride or polyethylene, or a pipe material, and it is convenient to use a metal pipe, a pipe connector, or the like.

【0010】接続に際しては、内部が滑らかなチューブ
等を使用し、さらには管径が急激に変化しないようにし
て、圧損が生じにくいような配慮が好ましい。多孔質管
の配列は、複数の多孔質管を一列、又は複数列を並列に
する、のが一般的である。本発明においては、この多孔
質管に水を供給させる貯水部が設けられるが、水は植物
育成に適したものであれば、その種類は問わない。この
場合、必要に応じて肥料等が溶解させておくことができ
る。
At the time of connection, it is preferable to use a tube or the like having a smooth inside, and furthermore, to prevent a sudden change in the tube diameter so that pressure loss is hardly generated. In general, the arrangement of the porous tubes is such that a plurality of porous tubes are arranged in one row or a plurality of rows are arranged in parallel. In the present invention, a water reservoir for supplying water to the porous tube is provided, and the type of water is not limited as long as the water is suitable for growing plants. In this case, a fertilizer or the like can be dissolved if necessary.

【0011】なお、貯水部への水の供給は、たとえば貯
水部の液面上方に設けられた給水口から適宜行うことが
できる。また、多孔質管の下流に設けられた受水部より
水を循環させて貯水部に供給することもできる。また、
貯水部と受水部を兼用することもできる。この貯水部よ
り水を導通させることにより、多孔質管及び配管材料と
貯水部の間の水の流路には水が飽和し、開閉弁を閉じる
と開閉弁〜受水槽間において水は静止状態となり、管内
の圧力は負圧となる。
The supply of water to the water storage section can be appropriately performed, for example, from a water supply port provided above the liquid level of the water storage section. Further, water can be circulated from a water receiving portion provided downstream of the porous pipe and supplied to the water storage portion. Also,
The water storage unit and the water receiving unit can also be used. By conducting water from the water storage section, water is saturated in the water flow path between the porous pipe and the piping material and the water storage section, and when the on-off valve is closed, the water is in a stationary state between the on-off valve and the water receiving tank. And the pressure in the tube becomes negative.

【0012】負圧の設定には、一般には、例えば多孔質
管を敷設した面よりも低い位置、通常10cm〜3mに
貯水槽を設け、サイホンによる水の流通を調節し、管の
出口の方では、開放端先端の高さを調整し管内に発生す
る負圧・水の流量を調節する方法、多孔質管を敷設した
面よりも高い位置に貯水槽を設ける場合には、調節弁を
つけて水の流通を調節して負圧となるようにする方法等
が採用される。
For setting the negative pressure, generally, for example, a water storage tank is provided at a position lower than the surface on which the porous pipe is laid, usually 10 cm to 3 m, and the flow of water by the siphon is adjusted. Then, adjust the height of the end of the open end to adjust the negative pressure and the flow rate of water generated in the pipe.If the water tank is installed higher than the surface where the porous pipe is laid, attach a control valve. For example, a method of adjusting the flow of water to a negative pressure by adjusting the flow of water.

【0013】本発明においては、このような構成を採る
ことにより、該多孔質管に接する土壌の負圧と多孔質管
内の負圧の差異により、多孔質管内の水を土壌中に毛管
浸出させるか、又は土壌中の水を多孔質管内に取り込む
ことができる。本発明は、このような負圧差灌水システ
ムにおいて、水面の上昇、下降により自動的に貯水部の
水位を一定とする手段を、上下方向に可動しうるように
設け、該手段を上下方向に移動させることにより、多孔
質管と貯水部水位との高低差を調節するように構成され
てなる。
In the present invention, by adopting such a configuration, the water in the porous tube is leached into the soil by the difference between the negative pressure of the soil in contact with the porous tube and the negative pressure in the porous tube. Alternatively, the water in the soil can be taken into the porous tube. According to the present invention, in such a negative pressure differential irrigation system, means for automatically keeping the water level of the water storage section constant by raising and lowering the water level is provided so as to be movable in the vertical direction, and the means is moved in the vertical direction. By doing so, the height difference between the porous pipe and the water level in the water storage section is adjusted.

【0014】すなわち、水面の上昇、下降により自動的
に水位を一定とする手段としては、ボールタップ等の調
節手段がある。これらの手段によれば、自動的に貯水部
の水位は一定となるが、本発明においては、この手段自
体を上下方向に可動しうるように構成される。すなわ
ち、たとえばボールタップの場合、ボールタップは、固
定棒により固定されており、その固定はたとえばネジに
よることができる。そしてこの固定用ネジを緩めて、上
下方向に連続的もしくは不連続の任意の位置で固定でき
るように構成される。
That is, as means for automatically keeping the water level constant by raising and lowering the water surface, there is an adjusting means such as a ball tap. According to these means, the water level of the water storage section automatically becomes constant, but in the present invention, this means itself is configured to be movable in the vertical direction. That is, for example, in the case of a ball tap, the ball tap is fixed by a fixing bar, and the fixing can be performed by a screw, for example. Then, the fixing screw is loosened so that the fixing screw can be fixed at any position that is continuous or discontinuous in the vertical direction.

【0015】この上下方向の位置は、多孔質管と貯水部
水位との高低差(Δh)が通常5〜100cmとなるよ
うな範囲に設定される。土壌が乾燥した場合には、適宜
該手段を上方へ移動させて、貯水部の水位を高くして該
高低差を小さくすることにより、多孔質管内の水を多く
土壌中に浸出させることができる。一方、土壌が湿潤状
態にある場合には、適宜下方へ移動させて、多孔質管内
の水を土壌水への浸出を少くするか、もしくは土壌水を
多孔質管内に取り込むことができる。
The vertical position is set in such a range that the height difference (Δh) between the porous pipe and the water level in the water reservoir is usually 5 to 100 cm. When the soil is dried, the water can be leached into the soil with a large amount of water in the porous pipe by moving the means upward as appropriate to raise the water level of the water storage section and reduce the height difference. . On the other hand, when the soil is in a wet state, the water in the porous tube can be appropriately moved downward to reduce the leaching of the water in the porous tube into the soil water, or the soil water can be taken into the porous tube.

【0016】図1は、本発明の負圧差灌水システムの一
実施態様を示す。図1において、1は植物栽培用の土壌
であり、この土壌1中には、複数の多孔質管2が埋設さ
れている。この多孔質管2は導管3,3′により貯水槽
6(多孔質管2より低い位置に設けられている)に導通
している(導管3には、バルブ4が設けられている)。
そして、導管3はバルブ4を介して、上方に設けられた
計量槽5とボールタップの供水口に導通されている。ボ
ールタップ7は、貯水槽6内にその上部の蓋で固定され
設けられた治具固定棒8に任意の位置で可動しうるよう
にネジで取り付けられている。
FIG. 1 shows an embodiment of the negative pressure difference irrigation system of the present invention. In FIG. 1, reference numeral 1 denotes soil for plant cultivation, in which a plurality of porous tubes 2 are buried. The porous tube 2 is connected to a water storage tank 6 (provided at a position lower than the porous tube 2) by conduits 3 and 3 '(the conduit 3 is provided with a valve 4).
The conduit 3 is connected via a valve 4 to a measuring tank 5 provided above and a water supply port of a ball tap. The ball tap 7 is attached to a jig fixing rod 8 fixed in the water storage tank 6 with a lid at an upper portion thereof by a screw so as to be movable at an arbitrary position.

【0017】9は、貯水槽6のオーバフロー口である。
このシステムにおいて、バルブ4,4′を開き、計量槽
5から給水すると、貯水槽6内への給水はボールタップ
7により、一定の水位で停止する。そこでバルブ4′を
閉じると、貯水槽6内の水は、導管3,3′により多孔
質2と導通しているので、負圧差灌水により土壌中へ給
水もしくは土壌中からの排水が行なわれる。給水量を多
くする必要がある場合には、ボールタップ7の取り付け
位置を適宜上方へ移動させればよく、一方、排水量を多
くする必要がある場合には、ボールタップ7の取り付け
位置を適宜下方へ移動させる。
Reference numeral 9 denotes an overflow port of the water storage tank 6.
In this system, when the valves 4 and 4 'are opened and water is supplied from the measuring tank 5, the water supply into the water storage tank 6 is stopped at a constant water level by the ball tap 7. Then, when the valve 4 'is closed, the water in the water storage tank 6 is in communication with the porous body 2 through the conduits 3 and 3', and thus water is supplied to the soil or drained from the soil by negative pressure differential irrigation. When it is necessary to increase the amount of water supply, the mounting position of the ball tap 7 may be moved upward as needed. On the other hand, when the amount of drainage needs to be increased, the mounting position of the ball tap 7 may be moved downward appropriately. Let it.

【0018】[0018]

【発明の効果】本発明の負圧差灌水システムによれば土
壌への給水量もしくは土壌からの排水量を簡便にコント
ロールしうる。
According to the negative pressure difference irrigation system of the present invention, the amount of water supplied to the soil or the amount of drainage from the soil can be easily controlled.

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

【図1】本発明の負圧差灌水システムの一実施態様を示
す。
FIG. 1 shows one embodiment of a negative pressure differential irrigation system of the present invention.

【符号の説明】[Explanation of symbols]

1 土壌 2 多孔質管 3,3′ 導管 4,4′ バルブ 5 計量槽 6 貯水槽 7 ボールタップ 8 治具固定棒 9 オーバーフロー口 DESCRIPTION OF SYMBOLS 1 Soil 2 Porous pipe 3,3 'conduit 4,4' valve 5 Measuring tank 6 Water tank 7 Ball tap 8 Jig fixing rod 9 Overflow port

───────────────────────────────────────────────────── フロントページの続き (72)発明者 山本 隆晴 福岡県北九州市八幡西区黒崎城石1番1号 三菱化学株式会社黒崎事業所内 (72)発明者 松本 隆 福岡県北九州市八幡西区黒崎城石1番1号 三菱化学株式会社黒崎事業所内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Takaharu Yamamoto 1-1 Kurosaki Castle Stone, Yawata Nishi-ku, Kitakyushu City, Fukuoka Prefecture Inside the Kurosaki Office of Mitsubishi Chemical Corporation (72) Inventor Takashi Matsumoto 1 Kurosaki Castle Stone, Yawata-Nishi-ku, Kitakyushu City, Fukuoka Prefecture No. 1 Kurosaki Office of Mitsubishi Chemical Corporation

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 土壌中に多孔質管を埋設し、この多孔質
管内を貯水部からの水で飽和させ、多孔質管に接する土
壌の負圧と多孔質管内の負圧の差異により、多孔質管内
の水を土壌中に浸出させるか又は土壌水を多孔質管内に
取り込むように構成された負圧差灌水システムであっ
て、水面の上昇、下降により自動的に貯水部の水位を一
定とする手段を、上下方向に可動しうるように設け、該
手段を上下方向に移動させることにより、多孔質管と貯
水部水位との高低差を調節するように構成されてなる負
圧差灌水システム。
1. A porous tube is buried in soil, the inside of the porous tube is saturated with water from a water reservoir, and the difference between the negative pressure of the soil in contact with the porous tube and the negative pressure in the porous tube is caused by the difference. Pressure differential irrigation system configured to bleed the water in the porous pipe into the soil or take in the soil water into the porous pipe, and automatically keep the water level in the water reservoir constant by raising and lowering the water level A negative pressure differential irrigation system, wherein the means is provided so as to be movable up and down, and the means is moved up and down to adjust the height difference between the porous tube and the water level in the reservoir.
JP10282495A 1998-10-05 1998-10-05 Negative pressure difference irrigation system Pending JP2000106770A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10282495A JP2000106770A (en) 1998-10-05 1998-10-05 Negative pressure difference irrigation system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10282495A JP2000106770A (en) 1998-10-05 1998-10-05 Negative pressure difference irrigation system

Publications (1)

Publication Number Publication Date
JP2000106770A true JP2000106770A (en) 2000-04-18

Family

ID=17653193

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10282495A Pending JP2000106770A (en) 1998-10-05 1998-10-05 Negative pressure difference irrigation system

Country Status (1)

Country Link
JP (1) JP2000106770A (en)

Cited By (9)

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Publication number Priority date Publication date Assignee Title
JP2005312405A (en) * 2004-04-30 2005-11-10 Torahiko Tanigawa Irrigation system and water supply device to be used for the same
JP2011055713A (en) * 2009-09-07 2011-03-24 G & F Corporation:Kk Method for irrigating soil
CN102144524A (en) * 2011-03-10 2011-08-10 中国农业科学院农田灌溉研究所 Automatic irrigation-drainage system for farmland
US20120216457A1 (en) * 2011-02-24 2012-08-30 Robenn Robb Gravity feed precision irrigation system
CN105191756A (en) * 2015-10-13 2015-12-30 中国农业科学院农田灌溉研究所 Novel irrigation emitter for novel non-pressure irrigation device
CN105393895A (en) * 2015-12-14 2016-03-16 上海建科工程咨询有限公司 Flower nursery automatic irrigation draining system
US10154629B2 (en) 2015-10-13 2018-12-18 Farmland Irrigation Research Institute, Chinese Academy Of Agricultural Sciences Pressureless irrigation device
CN111587716A (en) * 2019-02-20 2020-08-28 吕正雄 Automatic soil humidity control system and application thereof in underground irrigation, space farms, desert field building and the like
CN113678717A (en) * 2021-09-10 2021-11-23 农业农村部规划设计研究院 Cluster type irrigation device and irrigation method

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005104820A1 (en) * 2004-04-30 2005-11-10 Torahiko Tanigawa Irrigation system and water supply fitting
JP4601322B2 (en) * 2004-04-30 2010-12-22 寅彦 谷川 Irrigation system and water supply apparatus used therefor
JP2005312405A (en) * 2004-04-30 2005-11-10 Torahiko Tanigawa Irrigation system and water supply device to be used for the same
JP2011055713A (en) * 2009-09-07 2011-03-24 G & F Corporation:Kk Method for irrigating soil
US20120216457A1 (en) * 2011-02-24 2012-08-30 Robenn Robb Gravity feed precision irrigation system
CN102144524B (en) * 2011-03-10 2012-11-14 中国农业科学院农田灌溉研究所 Automatic irrigation-drainage system for farmland
CN102144524A (en) * 2011-03-10 2011-08-10 中国农业科学院农田灌溉研究所 Automatic irrigation-drainage system for farmland
CN105191756A (en) * 2015-10-13 2015-12-30 中国农业科学院农田灌溉研究所 Novel irrigation emitter for novel non-pressure irrigation device
CN105191756B (en) * 2015-10-13 2017-12-05 中国农业科学院农田灌溉研究所 Without pressure irrigation rig douche
US10154629B2 (en) 2015-10-13 2018-12-18 Farmland Irrigation Research Institute, Chinese Academy Of Agricultural Sciences Pressureless irrigation device
CN105393895A (en) * 2015-12-14 2016-03-16 上海建科工程咨询有限公司 Flower nursery automatic irrigation draining system
CN111587716A (en) * 2019-02-20 2020-08-28 吕正雄 Automatic soil humidity control system and application thereof in underground irrigation, space farms, desert field building and the like
CN113678717A (en) * 2021-09-10 2021-11-23 农业农村部规划设计研究院 Cluster type irrigation device and irrigation method
CN113678717B (en) * 2021-09-10 2022-07-05 农业农村部规划设计研究院 Cluster type irrigation device and irrigation method

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