JPH07292727A - Recovery method of water and device therefor - Google Patents

Recovery method of water and device therefor

Info

Publication number
JPH07292727A
JPH07292727A JP8968794A JP8968794A JPH07292727A JP H07292727 A JPH07292727 A JP H07292727A JP 8968794 A JP8968794 A JP 8968794A JP 8968794 A JP8968794 A JP 8968794A JP H07292727 A JPH07292727 A JP H07292727A
Authority
JP
Japan
Prior art keywords
water
medium layer
porous tube
tank
recovered
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
JP8968794A
Other languages
Japanese (ja)
Inventor
Minoru Kubota
稔 久保田
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
Original Assignee
Mitsubishi Chemical 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 filed Critical Mitsubishi Chemical Corp
Priority to JP8968794A priority Critical patent/JPH07292727A/en
Publication of JPH07292727A publication Critical patent/JPH07292727A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To efficiently recover water in a method for making water flow under negative pressure into a porous tube buried in a medium layer into which water to be recovered is infiltrated, by repeating covering and uncovering of the surface of the medium layer. CONSTITUTION:Water to be recovered is infiltrated into a medium layer, a porous tube 4 is buried in the medium layer, water is let flow under negative pressure in the porous tube 4, and the water infiltrated into the medium layer is passed through the porous tube 4 so as to be recovered. In this method, covering and uncovering of the surface of the medium layer are repeated by means of a covering and uncovering member 16 made of film, sheet or the like having impermeability, according to the quantity of water infiltrated into the medium layer and to be recovered. When this method is applied to the earth 17 as a medium layer, it becomes an effective means for insuring irrigation water or drinking water in a dry zone.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、水の回収方法及びその
ための装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for collecting water and a device therefor.

【0002】[0002]

【従来の技術】乾燥地や離島などにおいて良質の水を安
価に得ることは人口増加対策と地球環境保全の観点から
も重要であり、良質の水を得て、その水を保有して効率
的に利用することに多大の努力と工夫が払われてきた。
一般に乾燥地域を流れる河川水は塩類濃度が高く、生活
用水、灌漑用水に適さないことが多い。
2. Description of the Related Art It is important to obtain good quality water at a low price in arid areas and remote islands from the viewpoint of population growth measures and global environmental conservation. A great deal of effort and ingenuity has been put into using it.
In general, river water flowing through arid areas has a high salt concentration and is often unsuitable for domestic and irrigation water.

【0003】このように、塩類濃度が高くて直接灌漑用
水として利用するには適さない河川水や地下水、または
浄化処理が必要な汚濁水などを処理する方法としては、
水を蒸発させて回収する方法が効果的である。たとえ
ば、太陽熱浄水器は、透明な樹脂板、シート、フィル
ム、ガラス等を屋根にした平たい建屋で、その中に蒸発
させる原水を貯めるためのシート又は皿を置き、太陽熱
で暖め水蒸気を発生させ、建屋と外気の温度差で透明な
屋根に相当する部分に水蒸気を凝縮させて水とし、ごく
僅かな傾斜を持たせた屋根から流れて来る凝縮水を回収
するものである。除湿器を利用して空気中の水分を結露
させて回収する方法もあるが、実験レベルでは行われて
いるが、多大な電力を必要とし、砂漠地帯での緑化対策
で多量に必要となる灌漑用水を得るには莫大な投資が必
要で現実的とは考えにくい。
As described above, as a method for treating river water or ground water having a high salt concentration and not suitable for direct use as irrigation water, or polluted water requiring purification treatment,
A method of evaporating and collecting water is effective. For example, a solar water purifier is a flat building with a transparent resin plate, sheet, film, glass, etc. as a roof, in which a sheet or dish for storing raw water to be evaporated is placed, and solar water heats it to generate steam, Water is condensed by condensing water vapor into the part corresponding to the transparent roof due to the temperature difference between the building and the outside air, and the condensed water flowing from the roof with a slight slope is collected. There is also a method to collect water in the air by dew condensation using a dehumidifier, but this has been done at the experimental level, but it requires a large amount of power and requires a large amount of irrigation for greening measures in the desert area. Obtaining water requires huge investment and is unlikely to be realistic.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、このよ
うな太陽熱浄水器は当然のことながら太陽光の照射があ
る時間帯に水を取得することが可能な方法であって、曇
りの日や、夜間には利用することができなかった。
However, such a solar water purifier is, of course, a method capable of acquiring water during a period of time when sunlight is radiated, which is a cloudy day or night time. Could not be used for.

【0005】夜間に気温が低下して地表が結露水で濡れ
たり、石の裏側に結露水が付着しその周囲が濡れるとい
う現象は、年間降雨量の少ない砂漠等の乾燥地域でも観
察される。これらの水を集めることは困難と考えられ、
経済的に有利な方法で集められるには至っていないのが
現状である。そのまま放置したのでは、これらの水分
は、太陽熱や風の作用により蒸発してしまい、有効に利
用することは出来ない。
The phenomenon that the temperature drops at night and the surface of the earth gets wet with dew condensation water, or the water behind the stones adheres dew condensation water to the surrounding area is also observed in dry areas such as deserts where the annual rainfall is small. Collecting these waters is considered difficult,
The current situation is that they have not been collected in an economically advantageous manner. If left as it is, these moisture cannot be used effectively because they are evaporated by the action of solar heat and wind.

【0006】そこで本発明者らは、自然現象を利用し、
夜間ないし早朝に降りる露を効果的に取得するため種々
検討を行った結果、露の降りた後、媒体層の表面を難透
水性のフィルムやシート等で被覆して水分の散逸が防止
できる環境を整えるとともに、媒体層中でしかも露が浸
透している表面近くに設置され、常に負圧に調節されて
いる多孔質管内に水を流通させ、媒体層内の水を負圧移
動によって多孔質管を通じて回収することにより、驚く
べきことに露を取得できることを見い出し、本発明を完
成した。本来ならば地表面より蒸発し、水蒸気として散
逸してしまう水を取得するもので、砂漠地帯等の年間降
水量の少ない乾燥地域で、灌漑用水や飲料水を確保する
ための手段として有効なものである。
Therefore, the present inventors have utilized a natural phenomenon,
As a result of various studies to effectively obtain the dew that falls at night or early in the morning, an environment where the surface of the medium layer can be covered with a hardly water-permeable film or sheet to prevent the dissipation of water after the dew falls. The water is circulated through the porous tube, which is installed near the surface of the medium layer where the dew is permeating and is always adjusted to a negative pressure, and the water in the medium layer is moved by the negative pressure to make it porous. The present invention has been completed by surprisingly finding that dew can be obtained by collecting the dew through a tube. Originally, it obtains water that evaporates from the ground surface and dissipates as water vapor. It is an effective means for securing irrigation water and drinking water in dry areas such as desert areas where annual precipitation is low. Is.

【0007】[0007]

【課題を解決するための手段】すなわち、本発明の要旨
は、回収すべき水を媒体層中に浸入させ、該媒体層中に
は多孔質管を埋設し、この多孔質管内に負圧下で水を流
通させ、媒体層中に浸入した水を該多孔質管を通過させ
て回収する方法において、媒体層へ浸入する回収すべき
水の量の多少に応じて、水に難透過性の素材による該媒
体層表面の被覆又は開放をくりかえして行うことを特徴
とする水の回収方法、並びに回収すべき水を浸入させる
媒体層、この媒体層中に埋設され、前記水を通過させて
回収する多孔質管、媒体層の表面からの水の蒸発を防止
するための水に難透過性の素材からなる被覆・開放部
材、多孔質管内に負圧下で水を供給するため、該多孔質
管の上流となるように設けられた貯水層並びに該多孔質
管に流通する水を受ける受水槽を備えてなる水の回収装
置にある。
That is, the gist of the present invention is that the water to be recovered is infiltrated into the medium layer, a porous tube is embedded in the medium layer, and a negative pressure is applied to the porous tube. In a method of circulating water and collecting water that has penetrated into the medium layer by passing through the porous tube, a material that is impermeable to water depending on the amount of water to be collected that permeates into the medium layer. The method for recovering water, characterized in that the surface of the medium layer is repeatedly covered or released by the method, and a medium layer into which water to be recovered is infiltrated, is buried in the medium layer, and the water is passed therethrough for recovery. Porous tube, a coating / opening member made of a material that is impermeable to water for preventing water from evaporating from the surface of the medium layer, and water is supplied under negative pressure into the porous tube. It receives the water that flows through the reservoir and the porous pipe that is installed upstream. In recovery apparatus for water consisting comprise that water receiving tank.

【0008】以下、本発明を詳細に説明する。まず、本
発明において、回収すべき水としては、たとえば、結露
水、雨水や空気中に存在する一旦蒸発した水が好適であ
る。これらの水を浸入させる媒体層の材質としては水が
浸入し易く、毛管現象による水の移動が起こり易い物質
が特に好ましい。このような物質としては、大地そのも
のの他、砂、土、礫などの大地を構成する物質がそのま
ま利用できるが、この他珪藻土、珪砂、酸性白土、シリ
カ、アルミナ、タルク、保水性を有する吸水性ポリマー
などが利用できる。
The present invention will be described in detail below. First, in the present invention, as the water to be recovered, for example, dew condensation water, rainwater, or water once evaporated in the air is suitable. As the material of the medium layer into which water is allowed to enter, a substance that allows water to easily enter and causes migration of water due to capillarity is particularly preferable. As such a substance, in addition to the earth itself, sand, earth, gravel and other materials that make up the earth can be used as they are, but in addition to this, diatomaceous earth, silica sand, acid clay, silica, alumina, talc, water-absorption having water retention Polymers can be used.

【0009】得られた水を飲料水として用いる場合に
は、清浄な物質を媒体として用いるのが好都合である。
本発明においては、これらの媒体層の表面に、この表面
からの水の蒸発を防止するための水に難透過性の素材か
らなる被覆・開放部材を用いて、該表面の被覆もしくは
開放をくりかえすことが必要である。くりかえしの頻度
は、特に制限されず、水の回収効率を向上させるため
に、気象条件等を考慮して適宜選定して行うことができ
る。
If the water obtained is used as drinking water, it is expedient to use a clean substance as medium.
In the present invention, the surface of these medium layers is covered with a coating / opening member made of a material impermeable to water for preventing evaporation of water from the surface, and the coating or opening of the surface is repeated. It is necessary. The frequency of repetition is not particularly limited, and can be appropriately selected in consideration of weather conditions and the like in order to improve water recovery efficiency.

【0010】たとえば、地表の温度が上昇していない早
朝に、地表を水(水蒸気)の不透過性フィルム、シート
等の被覆・開放部材で覆い、水分の散逸を防止すること
が望ましい。また、降雨のある期間は媒体に水が吸収さ
れるようにするため、上記部材を取り去り開放し、夜間
の気温が下がった時間帯にも同様にこれらを取り去るの
が望ましい。
For example, in the early morning when the temperature of the surface of the earth does not rise, it is desirable to cover the surface of the earth with a covering / opening member such as a water (water vapor) impermeable film or sheet to prevent the dissipation of water. Further, in order to allow water to be absorbed into the medium during a certain period of rainfall, it is desirable to remove the above members and open them, and also remove these during the time period when the temperature of the night falls.

【0011】このように地面に広げたり、撤収したりす
る被覆・開放作業は一般的には巻取ったり、広げたりす
ることにより行われるので、この操作が容易にできる程
度の厚み、好ましくは0.1〜6mmの範囲、より好ま
しくは0.2〜4mmの範囲が好ましい。本発明におい
ては、上記媒体層中に多孔質管が埋設される。埋設する
深さは特に制約は無いが、通常媒体層表面から1〜10
0cm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、水蒸気の凝縮に不利である。また深過ぎ
る場合には水や水蒸気を到達させるために負圧差を大き
く取らなければならない。
Since the covering / opening work for spreading or withdrawing on the ground is generally performed by winding or spreading, the thickness is preferably such that this operation can be easily performed, preferably 0. The range of 0.1-6 mm is more preferable, and the range of 0.2-4 mm is more preferable. In the present invention, the porous tube is embedded in the medium layer. The depth to be buried is not particularly limited, but usually 1 to 10 from the surface of the medium layer.
0 cm is preferred. If it is too shallow, it is easily affected by the temperature of the surface of the earth, which is disadvantageous for the condensation of water vapor. If it is too deep, a large negative pressure difference must be taken to allow water or water vapor to reach.

【0012】多孔質管を構成する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。空気中に存在する一旦蒸発した水や水を回収
す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0.01〜200μ
m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。
[0012] Ceramics, concrete, and porous glass are generally preferable as the material constituting the porous tube, but a porous molded body made of a plastic material such as a metal sintered body, polyethylene, polypropylene, or rubber, and a filter. A material that can be used as a material and that is molded into a tubular shape can be used. A hydrophilic material or a hydrophilized material is preferable from the viewpoint of recovering once evaporated water or water existing in the air. These porous materials have a pore size of 0.01 to 200 μm.
It is desirable to have holes in the range of m. If it is smaller than this, clogging tends to occur during use and the flow resistance of the fluid is large, so the water flowability is poor, and if it is rougher than this, air will flow in. However, it tends to be difficult to maintain the negative pressure. Particularly desirable pore size is in the range of 0.1 to 50 μm,
Those having a narrow pore size distribution are particularly suitable. In particular, a cylinder having a pore diameter of about 10 μm, which is obtained by molding and firing porcelain clay having a large amount of quartz, is preferable.

【0013】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、肉圧、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、好まし
くは5〜50mm、肉圧は1〜30mm、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、プラスチックス材料のように
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。
These porous materials are usually formed into a cylindrical shape and used as a porous tube. The inner diameter, wall pressure, and length are not particularly limited, but if they are too small, the resistance when water flows is large, and if they are too large, a large amount of water is circulated in order to flush out the bubbles generated or mixed in inside. Will be required. Therefore, usually, the inner diameter is 3 to 100 mm, preferably 5 to 50 mm, and the meat pressure is 1 to 30 mm, preferably 3
~ 15mm, length is not particularly limited, but depending on the material, such as ceramics is poor in flexibility and is easily broken by flexural stress. It can also be lengthened to reduce the number of connections. PVC for connecting multiple porous tubes,
It is common to use a tube or piping material such as polyethylene, and it is convenient to use a metal pipe, a pipe connector or the like.

【0014】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。本発明に
おいては、この多孔質管の上流となるように設けられた
貯水槽から多孔質管内に負圧下で水を流通させる。負圧
とするためには、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30cm〜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。
At the time of connection, it is preferable to use a tube or the like having a smooth inside, and to prevent the diameter of the tube from abruptly changing so that pressure loss is unlikely to occur. In the present invention, water is circulated under a negative pressure from the water tank provided upstream of the porous tube into the porous tube. In order to make a negative pressure, generally, for example, a water tank is provided at a position lower than the surface on which the porous pipe is laid, usually 30 cm to 3 m, and the flow of water by a siphon is adjusted, and at the outlet of the pipe, , A method of adjusting the height of the open end tip to adjust the negative pressure and the flow rate of water generated in the pipe, and if a water tank is installed at a position higher than the surface on which the porous pipe is laid, attach a control valve. A method of adjusting the flow of water to a negative pressure is adopted.

【0015】貯水槽の水は本発明の実施に当たり、原水
の回収の目的に応じた種類の水を用いる必要があるが、
本発明による水の回収が進行すると、後述するように循
環水を供給し得るので、系外より補給する必要は無い。
本発明においてはこのような構成を採ることにより、媒
体層中に浸入した水は該多孔質管を通過し、多孔質管内
を流通する水に同伴され、上記多孔質管内の水の下流に
なるように設けられた受水槽に回収される。
In the practice of the present invention, the water in the water storage tank must be of a type suitable for the purpose of collecting raw water.
As the recovery of water according to the present invention progresses, circulating water can be supplied as described later, so there is no need to replenish it from outside the system.
In the present invention, by adopting such a configuration, the water that has entered the medium layer passes through the porous tube and is entrained by the water flowing in the porous tube, and becomes the downstream of the water in the porous tube. It is collected in the water tank provided in this way.

【0016】この受水槽は前記貯水槽よりも低位置に配
置され、受水槽の水は必要量を抜出して所期の目的に利
用することができるが、少なくともその一部は水循環手
段によって前記貯水槽に供給され、多孔質管への流通に
供される。この水循環手段としては、特に制限されず、
ポンプ等が用いられる。前記貯水槽の液面は、一定とす
ることが安定した運転を行うために好ましい。
The water receiving tank is arranged at a lower position than the water storing tank, and a necessary amount of water in the water receiving tank can be extracted and used for a desired purpose. At least a part of the water is stored in the water receiving means by the water circulating means. It is supplied to the tank and supplied to the porous tube. The water circulation means is not particularly limited,
A pump or the like is used. It is preferable that the liquid level of the water storage tank be constant for stable operation.

【0017】図1は、本発明の水の回収装置の一実施態
様を示すものであり、露回収槽(2)内に金網(12)
を敷き、その下は空間(3)とし、その上に日向ボラの
土粒(13)を、更にその上に、砂の層(14)を設
け、この層中に多孔質管(4)がチューブ(5)を用い
て直列に接続されている。貯水槽(6)からサイホンに
より多孔質管(4)に水を流通させ、多孔質管(4)内
は負圧に保持されている。受水槽(7)に導出された水
はポンプ(8)により貯水槽(6)に循環されるように
構成されている。多量の降雨で媒体層の保水量を超える
水量が負荷された場合には排水管(10)を経由して排
水用受器(11)に貯水される。
FIG. 1 shows an embodiment of the water recovery apparatus of the present invention, in which a wire net (12) is placed in a dew recovery tank (2).
A space (3) underneath, on which the soil particles (13) of Hyuga mullet are placed, and on top of that a layer of sand (14) is provided, in which the porous tube (4) They are connected in series using a tube (5). Water is circulated from the water storage tank (6) to the porous pipe (4) by a siphon, and the inside of the porous pipe (4) is maintained at a negative pressure. The water discharged to the water receiving tank (7) is circulated to the water storage tank (6) by the pump (8). When a large amount of rainfall imposes a water amount exceeding the water retention amount of the medium layer, the water is stored in the drainage receiver (11) via the drainage pipe (10).

【0018】本発明においては、受水槽の水を貯水槽に
戻して循環させることは必須ではなく、図2に示すよう
に1回の利用も可能であり(16:被覆・開放部材)、
また図3に示すように上述の水回収装置を高い位置か
ら、低い位置まで複数個設置し、高い位置の受水槽の水
をより低い位置に設置された水回収装置の貯水槽に流
し、水頭差を利用して水の回収を連続的に行うことも可
能であり、更にポンプ等の揚水手段を組み合わせること
も可能である。この場合にはとくに傾斜地や建造物など
高低差があるところでの利用に好都合である。
In the present invention, it is not essential to return the water in the water receiving tank to the water storing tank and circulate it, and it is possible to use it once as shown in FIG. 2 (16: covering / opening member),
Further, as shown in FIG. 3, a plurality of the above-mentioned water recovery devices are installed from a high position to a low position, and the water in the water receiving tank at the high position is caused to flow into the water tank of the water recovery device installed at the lower position to It is possible to continuously collect water by utilizing the difference, and it is also possible to combine pumping means such as a pump. In this case, it is particularly convenient for use in a place where there is a difference in height such as a sloping land or a building.

【0019】ここで、例えば第1段の受水槽と第2段の
受水槽は別々に設けてもよいが、好適には図3に示すよ
うに受水槽と貯水槽を兼ねた槽(15)とするように、
前段の装置の受水槽を後段(必ずしも次段でなくともよ
く、たとえば、2段目の後段であってもよい)の装置の
貯水槽として利用できるように構成することができる。
また、図4は大地(17)に降りた露及び/又は雨水を
回収するための装置の一例を示す概略図である。
Here, for example, the first-stage water receiving tank and the second-stage water receiving tank may be provided separately, but preferably, as shown in FIG. 3, a tank (15) which also serves as a water receiving tank and a water storage tank. So that
The water receiving tank of the device at the former stage can be configured to be used as a water tank of the device at the latter stage (not necessarily the next stage, but may be the latter stage of the second stage).
FIG. 4 is a schematic view showing an example of an apparatus for collecting dew and / or rainwater that has landed on the ground (17).

【0020】[0020]

【実施例1】図1は本発明の水の回収装置の一実施態様
を示す。縦36cm、横44cm、高さ32cmの寸法
の発泡スチロール製容器の中央部に金網を敷き、その下
は空間とした。金網の上には日向ボラ土粒の層を、4c
mの厚さに設け、その上に約3cmの厚みで砂の層を設
けた。その上に外径26mm、内径8mm、長さ170
mmのセラミックス多孔質管(4)を4本のポリ塩化ビ
ニル製のチューブ(5)を用いて直列に接続し水平にな
るように設置した。この上に更に砂の層を12cm設け
た。この様にして得られた露回収装置の有効取水表面積
は1584cm2 である。
[Embodiment 1] FIG. 1 shows one embodiment of a water recovery apparatus of the present invention. A metal mesh was laid in the center of a styrofoam container having dimensions of 36 cm in length, 44 cm in width, and 32 cm in height, and a space was formed under the wire mesh. On top of the wire mesh, there is a layer of Hyuga Bora soil grains 4c
It was provided to a thickness of m, and a sand layer having a thickness of about 3 cm was provided thereon. Outer diameter 26 mm, inner diameter 8 mm, length 170
The mm porous ceramic tubes (4) were connected in series using four polyvinyl chloride tubes (5) and placed horizontally. A 12 cm layer of sand was further provided on this. The dew collection device thus obtained has an effective water intake surface area of 1584 cm 2 .

【0021】多孔質管(4)の存在する位置が貯水槽
(6)の水面より30cm高くなるように貯水槽(6)
の高さを調節する。貯水槽(6)からサイホンによりこ
の多孔質管(4)に水を流す。多孔質管(4)内部の負
圧は、解放端部分の高さで調節した。又貯水槽の水面は
高さが常に一定となるように、受水槽(7)の水をポン
プ(8)により揚水した。
Water tank (6) so that the position where the porous tube (4) exists is 30 cm higher than the water surface of the water tank (6).
Adjust the height of. Water is flowed from the water storage tank (6) to the porous pipe (4) by siphoning. The negative pressure inside the porous tube (4) was adjusted by the height of the open end portion. Further, the water in the water receiving tank (7) was pumped by the pump (8) so that the height of the water surface of the water tank was always constant.

【0022】受水槽(7)にはオーバーフロー口を設
け、その下にメスシリンダー(9)を設置して、あふれ
た水の量すなわち、取得水量が読み取れるようにした。
管を流れる水の量は250ml/分であった。晴天の日
の平成5年11月28日の朝、佐賀県西松浦郡にて、屋
外に設置された露回収装置に朝6時に厚み0.3mmの
被覆・開放部材(ポリエチレンシート図示せず)を装置
全体を覆うようにしてかけた後、24時間運転して水、
100gを取得した。これは、セラミックス管の表面積
基準にすると、1.8リットル/m2 ・日の割合で水を
取得したことになる。
The water receiving tank (7) was provided with an overflow port, and a graduated cylinder (9) was installed under the overflow port so that the amount of overflowed water, that is, the amount of acquired water could be read.
The amount of water flowing through the tube was 250 ml / min. On a sunny day, November 28, 1993, a covering / opening member (polyethylene sheet not shown) with a thickness of 0.3 mm was placed at 6 o'clock in the morning at a dew collection device installed outdoors in Nishimatsuura-gun, Saga Prefecture. After putting it on so that it covers the entire device, run it for 24 hours
Obtained 100 g. This means that water was acquired at a rate of 1.8 liter / m 2 · day based on the surface area of the ceramic tube.

【0023】[0023]

【実施例2】実施例1と同じ装置を用い、同一の運転条
件で曇天の日の平成5年11月25日の朝、佐賀県西松
浦郡にて、屋外に設置された露回収装置に朝8時に厚み
0.3mmのポリエチレンシートを装置全体を覆うよう
にしてかけた後、10時間運転して、さらにそれ以降1
4時間はポリエチレンシートを外して、合計24時間運
転し、水、245gを取得した。これは、セラミックス
管の表面積基準にすると、4.4リットル/m2 ・日の
割合で水を取得したことになる。
[Example 2] Using the same device as in Example 1, under the same operating conditions, on a cloudy day, on the morning of November 25, 1993, in Nishimatsuura-gun, Saga Prefecture, a dew collecting device installed outdoors was used. A polyethylene sheet with a thickness of 0.3 mm was applied at 8 o'clock so as to cover the entire device, and then it was operated for 10 hours and then 1
The polyethylene sheet was removed for 4 hours, and the system was operated for a total of 24 hours to obtain 245 g of water. This means that water was acquired at a rate of 4.4 liter / m 2 · day based on the surface area of the ceramic tube.

【0024】[0024]

【実施例3】実施例1と同じ装置を用い、佐賀県西松浦
郡にて平成5年12月1日から3日までの3日間にわた
って、雨天の際の回収実験を実施した。運転条件は実施
例1と同一条件で実施した。12月1日に雨量計で測定
して、49mmの降水があり、12月2日と12月3日
は曇り時々晴れの天候であった。雨天の日は装置をオー
プンのままでシートをかけずに運転し、2〜3日は、昼
間午前8時から午後6時迄の10時間のみシートを被覆
して運転した。49mmの降水は7,762gの量に相
当するが、12月1日は7,620g(98.2%)の
水量が得られ、2日は225g、3日は90gの水が取
得され、3日間で総計7,935gの水が取得された。
合計量は7935mlで、降水量基準で102.2%に
相当し、少なくとも100%を超える量は露や空気中に
存在する水が回収されたためで、次に述べるこの装置で
の回収率を加味すると、更に多くの露が回収されたこと
になる。
[Example 3] Using the same apparatus as in Example 1, a recovery experiment in the case of rain was conducted in Nishimatsuura-gun, Saga Prefecture, for three days from December 1 to 3, 1993. The operating conditions were the same as in Example 1. There was 49 mm of precipitation as measured by a rain gauge on December 1, and it was cloudy and sometimes fine weather on December 2 and December 3. On rainy days, the device was left open and the seats were not put on, and on the 2-3 days, the seats were covered only for 10 hours from 8:00 am to 6:00 pm during the daytime. A rainfall of 49 mm corresponds to an amount of 7,762 g, but on December 1, 7,620 g (98.2%) of water was obtained, 225 g of water was acquired on the 2nd, and 90 g of water was acquired on the 3rd. A total of 7,935 g of water was acquired in a day.
The total amount was 7935 ml, which corresponds to 102.2% on the basis of precipitation, and the amount of water present in dew and air was recovered in excess of at least 100%. Then, more dew was collected.

【0025】[0025]

【装置の保水性・及び水の回収率の確認】実施例1で用
いられた装置の保水性を検討するため如雨露で晴天の日
に5,000ccの水を散水し、多孔質パイプは水を流
すのを止めたまま、1時間放置したところ保水されなか
った量として、1,230cc(散水した量の24.6
%)を排水管10を通して排水用受器(11)で回収し
た。一時間後より、負圧として回収を行ったところ、2
4時間後に3,630ccの水を回収した。合計で48
60ccの水が回収された(97.2%)。砂への付
着、表面からの水の蒸発などで回収出来なかった量は1
40ccであった。
[Confirmation of water retention capacity and water recovery rate of apparatus] To examine the water retention capacity of the apparatus used in Example 1, sprinkle 5,000 cc of water on a sunny day with rain and dew, and the porous pipe is The amount of water that was not retained when left for 1 hour with the flow stopped was 1,230 cc (24.6 of the sprinkled amount).
%) Was collected in the drainage receiver (11) through the drainage pipe 10. When it was collected as a negative pressure from one hour later, it was 2
After 4 hours, 3,630 cc of water was recovered. 48 in total
60 cc of water was recovered (97.2%). The amount that could not be recovered due to adhesion to sand or evaporation of water from the surface was 1
It was 40 cc.

【0026】次に、晴天の日に、始めから負圧の状態を
維持したままで、3,420ccの水を如雨露で散布
し、24時間にわたり水の回収を実施したところ、A孔
よりの回収は3ccで、多孔質パイプを通じて回収され
た水量は3180ccであった。合計で93.1%の量
が回収されたことになる。回収できなかった量は97c
cであった。
Next, on a sunny day, 3,420 cc of water was sprayed with rain and dew while maintaining a negative pressure condition from the beginning, and water was collected for 24 hours. Was 3 cc, and the amount of water recovered through the porous pipe was 3180 cc. A total of 93.1% was recovered. The amount that could not be recovered is 97c
It was c.

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

【図1】本発明の水の回収装置の一例を示す概略図であ
る。
FIG. 1 is a schematic view showing an example of a water recovery device of the present invention.

【図2】本発明の水の回収装置の一例を示す概略図であ
る。
FIG. 2 is a schematic view showing an example of a water recovery device of the present invention.

【図3】本発明の水の回収装置の一例を示す概略図であ
る。
FIG. 3 is a schematic view showing an example of a water recovery device of the present invention.

【図4】本発明の水の回収装置の一例を示す概略図で、
大地に降りた露及び/又は雨水を回収する装置である。
FIG. 4 is a schematic view showing an example of a water recovery device of the present invention,
A device for collecting dew and / or rainwater that has landed on the ground.

【符号の説明】[Explanation of symbols]

1 金網支持枠 2 露回収槽 3 空間 4 多孔質管 5 ポリ塩化ビニル製チューブ 6 貯水槽 7 受水槽 8 ポンプ 9 メスシリンダー 10 排水管 11 排水用受器 12 金網 13 日向ボラ土粒 14 砂の層 15 受水槽と貯水槽を兼ねた槽 16 被覆・開放部材 17 大地 1 Wire Mesh Support Frame 2 Dew Collection Tank 3 Space 4 Porous Tube 5 Polyvinyl Chloride Tube 6 Water Storage Tank 7 Water Receiving Tank 8 Pump 9 Measuring Cylinder 10 Drain Pipe 11 Drain Receiver 12 Wire Mesh 13 Hydrangea Soil Grain 14 Sand Layer 15 Tank that doubles as a water tank and a water tank 16 Cover / opening member 17 Earth

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 回収すべき水を媒体層中に浸入させ、該
媒体層中には多孔質管を埋設し、この多孔質管内に負圧
下で水を流通させ、媒体層中に浸入した水を該多孔質管
を通過させて回収する方法において、媒体層へ浸入する
回収すべき水の量の多少に応じて、水に難透過性の素材
による該媒体層表面の被覆又は開放をくりかえして行う
ことを特徴とする水の回収方法。
1. Water to be recovered is infiltrated into a medium layer, a porous tube is embedded in the medium layer, and water is circulated in the porous tube under negative pressure to infiltrate the water into the medium layer. In the method of recovering by passing through the porous tube, the coating or opening of the medium layer surface with a material impermeable to water is repeated depending on the amount of water to be recovered that enters the medium layer. A method for recovering water, which is characterized by carrying out.
【請求項2】 回収すべき水を浸入させる媒体層、この
媒体層中に埋設され、前記水を通過させて回収する多孔
質管、媒体層の表面からの水の蒸発を防止するための水
に難透過性の素材からなる被覆・開放部材、多孔質管内
に負圧下で水を供給するため、該多孔質管の上流となる
ように設けられた貯水層並びに該多孔質管に流通する水
を受ける受水槽を備えてなる水の回収装置。
2. A medium layer for infiltrating water to be recovered, a porous tube embedded in the medium layer for allowing the water to pass therethrough, and water for preventing water from evaporating from the surface of the medium layer. A coating / opening member made of a material having poor permeability, a water storage layer provided upstream of the porous tube for supplying water into the porous tube under a negative pressure, and water flowing through the porous tube. A water recovery device having a receiving tank for receiving water.
【請求項3】 回収すべき水を浸入させる媒体層、この
媒体層中に埋設され、前記水を通過させて回収する多孔
質管、媒体層の表面からの水の蒸発を防止するための水
に難透過性の素材からなる被覆・開放部材、多孔質管内
に負圧下で水を供給するため、該多孔質管の上流となる
ように設けられた貯水槽、該多孔質管に流通する水を受
ける受水槽並びに該受水槽中の水を前記貯水槽に供給す
るための水循環手段を備えてなる水の回収装置。
3. A medium layer for infiltrating water to be recovered, a porous tube buried in the medium layer and allowing the water to pass therethrough, and water for preventing evaporation of water from the surface of the medium layer. A coating / opening member made of a material that is difficult to permeate, a water tank that is provided upstream of the porous tube to supply water under negative pressure to the porous tube, and water that flows through the porous tube. A water recovery device comprising a water receiving tank for receiving water and a water circulating means for supplying water in the water receiving tank to the water storage tank.
【請求項4】 回収すべき水を浸入させる媒体層、この
媒体層中に埋設され、前記水を通過させて回収する多孔
質管、媒体層の表面からの水の蒸発を防止するための水
に難透過性の素材からなる被覆・開放部材、多孔質管内
に負圧下で水を供給するため、該多孔質管の上流となる
ように設けられた貯水槽、該多孔質管に流通する水を受
ける受水槽を備えてなる複数の水の回収装置を多段状に
設けてなり、前段の装置の受水槽を後段の装置の貯水槽
として利用できるように構成された水の回収装置。
4. A medium layer for infiltrating water to be recovered, a porous tube buried in the medium layer and allowing the water to pass therethrough, and water for preventing evaporation of water from the surface of the medium layer. A coating / opening member made of a material that is difficult to permeate, a water tank that is provided upstream of the porous tube to supply water under negative pressure to the porous tube, and water that flows through the porous tube. A water recovery device configured to have a plurality of water recovery devices provided with a water reception tank for receiving water in a multi-stage manner, and the water reception tank of the preceding device can be used as a water tank of the latter device.
JP8968794A 1994-04-27 1994-04-27 Recovery method of water and device therefor Pending JPH07292727A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8968794A JPH07292727A (en) 1994-04-27 1994-04-27 Recovery method of water and device therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8968794A JPH07292727A (en) 1994-04-27 1994-04-27 Recovery method of water and device therefor

Publications (1)

Publication Number Publication Date
JPH07292727A true JPH07292727A (en) 1995-11-07

Family

ID=13977685

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8968794A Pending JPH07292727A (en) 1994-04-27 1994-04-27 Recovery method of water and device therefor

Country Status (1)

Country Link
JP (1) JPH07292727A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105369849A (en) * 2015-11-25 2016-03-02 佛山市登宇洁具有限公司 Air water-making shower system and using method thereof
CN107165226A (en) * 2017-06-26 2017-09-15 安徽省马鞍山市第七中学 A kind of desert water recharging rescuing cabin

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105369849A (en) * 2015-11-25 2016-03-02 佛山市登宇洁具有限公司 Air water-making shower system and using method thereof
CN107165226A (en) * 2017-06-26 2017-09-15 安徽省马鞍山市第七中学 A kind of desert water recharging rescuing cabin

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