JP3544713B2 - Filtration equipment - Google Patents

Filtration equipment Download PDF

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Publication number
JP3544713B2
JP3544713B2 JP19065994A JP19065994A JP3544713B2 JP 3544713 B2 JP3544713 B2 JP 3544713B2 JP 19065994 A JP19065994 A JP 19065994A JP 19065994 A JP19065994 A JP 19065994A JP 3544713 B2 JP3544713 B2 JP 3544713B2
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Japan
Prior art keywords
water
storage tank
collecting
layer
impurities
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JP19065994A
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Japanese (ja)
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JPH0852306A (en
Inventor
興和 熊倉
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有限会社 高重園
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Description

【0001】
【産業上の利用分野】
本発明は、水を浄化するろ過装置に関するものである。
【0002】
【従来の技術】
従来からゴルフ場には散水用の水を確保する為に貯水槽が設けられている。
【0003】
この貯水槽は、雨水や地下水を貯めておき、芝等への散水用として使用される。従って、芝への影響を考え、該水は、鉄,マンガン等の重金属や、窒素,リン等(以下、不純物という。)が含まれている水では好ましくない。また、このような不純物が含まれていたりすると貯水槽に連設される送水管等に該不純物が付着し、送水管を劣化させてしまうという問題もある。
【0004】
これまでは、a貯水槽に貯めた水を単に所定時間放置させ、不純物を沈殿させた後、その上澄みを取り出したり、また、b貯水槽の底部に砂,砂利等を敷設した通水層を形成し、この通水層を通過させて不純物を取り除き、この通水層の下側から水を取り出したり、また、c適宜なろ材と薬剤(例えばイオン化している鉄やマンガンを除去する為に該鉄イオンやマンガンイオンを酸化させるNaClO等)を使用する大掛かりな化学的手段による浄化装置を設けて水を浄化したりしている。
【0005】
【発明が解決しようとする課題】
ところが、上記aの手段では、やはり、水を浄化するという点では限界があるとともに、所定時間の放置ということが絶対的な条件となる為、浄化効率が悪いという欠点がある。
【0006】
また、上記bの手段は、反復継続使用すると、通水層が不純物で目詰まりしてしまうという問題がある。特に、その地域の土質により、鉄粉等が通水層に堆積付着し、数日で通水層の通水機能は阻害されてしまうことも往々にして生ずる。従って、この場合には再度新しい砂,砂利等で新たに通水層を形成しなければならず、非常に厄介である。
【0007】
また、上記cの手段は当然のことながらコスト高の欠点を有している。
【0008】
本発明は上記の欠点を解決したろ過装置を提供するものである。
【0009】
【課題を解決するための手段】
添付図面を参照して本発明の要旨を説明する。
【0010】
水を貯める貯水槽2の一側上部に導水部1が設けられ、この貯水槽2の底部には砂,砂利等の適宜な部材を敷設して成る通水層4が設られ、この通水層4の一部若しくは全部は導水部1から貯水槽2の他側にかけて下り傾斜する傾斜通水層4’に形成されており、また、貯水槽2には通水層4に浸透した浸透水を該貯水槽2外に排出する排水部5が設けられ、更に、貯水槽2の他側上部には、不純物が沈殿した上澄み部分を取水する開閉弁孔 11 で構成された従排水部7が設けられ、前記排水部5からの排水を集水する集水部 12 と、前記従排水部7からの排水を集水する集水部 13 とが連通せしめられていることを特徴とするろ過装置に係るものである。
【0011】
また、請求項1記載のろ過装置において、通水層4の上に通水マット6を敷設したことを特徴とするろ過装置に係るものである。
【0012】
また、請求項1,2いずれか1項記載のろ過装置において、前記集水部 12 及び集水部 13 の底部位置は、同一水平位置に設定されていることを特徴とするろ過装置に係るものである。
【0013】
また、請求項1〜3いずれか1項に記載のろ過装置において、前記集水部 12 と集水部 13 とは貯水槽2の外に設けられていることを特徴とするろ過装置に係るものである。
【0014】
【作用】
導水部1からの水は、貯水槽2の傾斜通水層4’上を流下し、通水層4に浸透してろ過され、排水部5から貯水槽2外へ排出される。
【0015】
この際、この傾斜通水層4’上での水の流下により、傾斜通水層4’に堆積している不純物は下方へ洗い流され、傾斜通水層4’の目詰まりは生じない。
【0016】
【実施例】
図面は、本発明の一実施例を図示したもので、以下に説明する。
【0017】
コンクリート等で貯水槽2を形成する。この貯水槽は底部には有孔管8(暗渠パイプ)が敷設され、この有孔管8を介して水は貯水槽2の外部に排出されるように構成されている。
【0018】
また、この貯水槽2の一側には導水部1が形成される。この導水部1には不純物を含有する水が導入され、水位が上昇すると該導水部1からオーバーフローした水が貯水槽2(傾斜通水層4’)に流れ込むように構成されている。
【0019】
符号9は給水管で、導水部1から均一にオーバーフローさせる為、導水部1の中央に設けられている。
【0020】
有孔管8の上には下側から順に砕石,砂利,砂が敷設されて通水層4が形成されている。この通水層4は図1,2中の左側に所定面積の水平な平坦通水層4”を残して図1,2中の右側へ上り傾斜となる傾斜通水層4’が形成されている構造である。
【0021】
この通水層4の上には該砕石,砂利,砂をおさえる為及び不純物を補足する為に通水マット6が敷設され、この通水マット6の上に更に不純物を補足する為に稲藁18が敷設され、更に、この稲藁18をおさえる為に適宜な押さえ部材(木板,鉄板等)が敷設されている。
【0022】
また、平坦通水層4”位置には貯水槽2の外部と連通する筒体10,10’が2本立設され、この筒体10,10’の上部には貯水槽2内の上澄み部分を取水する為の弁孔11が形成されている。
【0023】
この弁孔11は例えば電磁弁や電動弁等で任意に開弁,閉弁可能に構成されている。具体的には導水部1から傾斜通水層4’への導水後、30分後に開弁し、30分後に閉弁するように構成されている。導水後30分経過すれば、かなりの不純物が沈殿してしまうからである。
【0024】
また、貯水槽2外の地面には、排水部5からの排水を集水する筒状の集水部12及び従排水部7からの排水を集水する筒状の集水部13が埋設され、この集水部12及び集水部13は連通管3により連通せしめられ、且つこの集水部12及び集水部13の底部位置は同一水平位置に設定されている。この集水部12へは有孔管8からの水が導入され、また、集水部13へは筒体10,10’の弁孔11からの水が導入される。そして、集水部13に集水された水は適宜な貯部、例えば池等へ主排水管17を介して導入される。
【0025】
符号14は導水部1内の水を排水する場合の為の排水管、15は貯水槽2が満水になりオーバーフローする等の非常時の為のオーバーフロー管で、排水管16介をして集水部13と連通されている。
【0026】
尚、イオン化している不純物を酸化沈殿させる為、貯水槽2にNaClO等の適宜な薬剤を添加すると良い。
【0027】
本実施例は上記構成であるから、例えばゴルフ場の敷地内にある雨水等を貯めた池の水を導水部1を介し、数回に分けて貯水槽2に導入する。即ち、該水を導水部1に導入し、導水部1に導入された水は、該導水部1を満たし、該導水部1をオーバーフローして平均的に傾斜通水層4’に導水され、この水は、該傾斜通水層4’を流下する。
【0028】
水は稲藁18,通水マット6,通水層4に浸透する為、該水に含有される鉄,マンガン等の不純物は稲藁18,通水マット6,通水層4に補足され、該不純物は稲藁18,通水マット6,通水層4に堆積する。稲藁18,通水マット6,通水層4を通過した水は浄化され、有孔管8を介して貯水層2外に排出される。
【0029】
水は傾斜通水層4’の流下の際に、稲藁18や通水マット6や傾斜通水層4’に堆積している不純物を洗い流す作用を呈し、該不純物を平坦通水層4”まで搬送する為、稲藁18,通水マット6,傾斜通水層4’が不純物の堆積により目詰まりして通水機能が阻害されるという事態が可及的に抑制される。この洗い流し作用は最表層となる稲藁18において特に顕著となる。
【0030】
所定量の水を貯水槽2に一日に例えば数回導入して反復継続使用すると、上記洗い流し作用により平坦通水層4”(稲藁18,通水マット6も含む。)に不純物が堆積し、この平坦通水層4”上の通水機能が劣化して来る場合がある。
【0031】
このような場合には、筒体10,10’の弁孔11を導入部1から水の導入後所定時間後に開弁するようにセットしておくと、この所定時間の経過により貯水槽2に不純物が堆積し、その上澄み部分が弁孔11を介して貯水槽2の外に排出されることになり、有孔管8を介しての排水とともにこの弁孔11を介しての排水も同時に行われ、効率的となる。
【0032】
また、このように平坦通水層4”に不純物が堆積した場合には、例えば平坦通水層4”の砂,砂利等及び稲藁18,通水マット6を交換するという手段も可能である。この場合、前記従来法と異なり、小さい面積の部分における交換であり、貯水槽2の底部全部の広い面積での交換ではないからその点で非常に作業性が良好となる。
【0033】
また、稲藁18は、不純物が堆積した場合、そのまま焼却でき、不純物に重金属が含有されている場合、公害問題も生じない(一般に重金属含有の水は、該重金属を除去して廃棄しなければならず、その処理が非常に厄介である。)。
【0034】
また、本実施例は次の特徴も有している。この点は図3をもとに説明する。
【0035】
導水部1から貯水槽2へ導入された所定量の水(具体的には一回約17トンの水)は稲藁18,通水マット6,通水層4を通過し、有孔管8を介して集水部12へ導入される。この有孔管8を介して集水部12へ導入される水は導水部1から貯水槽2へ導入された水の量と比較すれば少量である。
【0036】
この有孔管8を介して集水部12へ導入される水が少量であるということは、貯水槽2の水がなかなか減少せず、よって、このことはろ過効率が悪いということに直結することになる。
【0037】
しかし、本実施例の場合、この有孔管8を介して集水部12へ導入される水が少量なのは初期(具体的には弁孔11が開弁するまでの30分間)だけである。
【0038】
この点詳述すると、初期においては集水部13内への水の導入はなく、集水部12に有孔管8を介して少量の水が導入されているだけである。
【0039】
ところが、30分経過後に筒体10,10’の弁孔11が開弁し、多量の水が集水部13内へ導入されると、水は連通管3を逆流し、集水部12内の水位は上昇し、有孔管8へも当然逆流する。
【0040】
その後、弁孔11が閉弁し、集水部13内への水の導入が停止すると(集水部13内の水は主排水管17から当然排水されている。)、今度は集水部12内の水は連通管3を介して水位の低い集水部13内へ流れ込む。この際、この集水部12内の水位の急激な降下により負圧ポンプ作用(吸引作用)が呈され、貯水槽2の水が有孔管8内に強く吸引される。
【0041】
従って、貯水槽2内の水のろ過が非常に迅速に行われ、よって、貯水槽2内の水のろ過効率が非常に高まることになる。具体的には、本実施例のような集水部12,13を設けない場合に比し、約半分の時間で貯水槽2内の水がろ過排出されてしまう。
【0042】
以上のようにして貯水槽2の外に取り出した浄化された水を例えば、主排水管17を介して散水用水の貯め池等に貯め、芝等への散水に使用する。
【0043】
本装置は、上記した使用方法の他、例えば、次のようにして使用することも可能である。
【0044】
(1) 本実施例に係る貯水槽2を複数併設し、複数回のろ過を行う。
【0045】
(2) 前記した従来法のcの場合、反復継続使用により、ろ材は不純物により汚れてく る為、ろ材を洗浄する必要が生じる。このろ材を洗浄した場合のろ材洗浄水は重金 属等の不純物を含有しており、このろ材洗浄水の処理は非常に厄介である(前記し たようにこのような水をそのまま排出することは環境問題の点で好ましくない。) 。このような場合、本装置の導水部1にこのろ材洗浄水(ろ材を洗浄した後の水) を導入することで該ろ材洗浄水を浄化できる。
【0046】
本実施例はこのような(1),(2)の使用方法も可能である。
【0047】
【発明の効果】
本発明は上述のようにしたから、非常に簡単に水を浄化し得るろ過装置となる。
【図面の簡単な説明】
【図1】本実施例の説明平面図である。
【図2】本実施例の断面図である。
【図3】本実施例の説明断面図である。
【符号の説明】
1 導水部
2 貯水槽
4 通水層
4’ 傾斜通水層
5 排水部
6 通水マット
7 従排水部
11 弁孔
12,13 集水部
[0001]
[Industrial applications]
The present invention relates to a filtration device for purifying water.
[0002]
[Prior art]
Conventionally, a golf course has been provided with a water storage tank to secure water for watering.
[0003]
This water tank stores rainwater and groundwater and is used for watering turf and the like. Therefore, considering the influence on the turf, the water is not preferable if the water contains heavy metals such as iron and manganese, and nitrogen and phosphorus (hereinafter referred to as impurities). Further, if such impurities are contained, there is also a problem that the impurities adhere to a water pipe or the like connected to the water storage tank and deteriorate the water pipe.
[0004]
Previously, simply allowed to stand predetermined time water accumulated in a savings aquarium, after precipitation of impurities, or removed the supernatant, also sand on the bottom of the b savings aquarium, water flow layer laid gravel etc. formed, remove impurities by passing the water passage layer, or remove the water from the lower side of the water passage layer, also, c suitable Yibin filter medium and a drug (e.g., for removing iron and manganese are ionized In addition, a large-scale purifying apparatus using chemical means using NaClO that oxidizes the iron ions or manganese ions is provided to purify water.
[0005]
[Problems to be solved by the invention]
However, the means of the upper Symbol a, again, in terms purifying water with a limit, since the fact that standing for a predetermined time is an absolute condition, there is a disadvantage of poor purification efficiency.
[0006]
Also, means of upper Symbol b, when repeated continuously used, there is a problem that water flow layer clogged with impurities. Particularly, depending on the soil properties of the area, iron powder or the like is often deposited and attached to the water-permeable layer, and the water-permeable function of the water-permeable layer is often hindered within a few days. Therefore, in this case, a new water-permeable layer must be formed again with new sand, gravel and the like, which is very troublesome.
[0007]
Also has a high cost disadvantage will be naturally means above Symbol c of.
[0008]
The present invention provides a filtration device that solves the above-mentioned disadvantages.
[0009]
[Means for Solving the Problems]
The gist of the present invention will be described with reference to the accompanying drawings.
[0010]
A water guiding section 1 is provided at an upper portion of one side of a water storage tank 2 for storing water . At a bottom of the water storage tank 2, a water flow layer 4 is provided by laying appropriate members such as sand and gravel. penetration part or all parts of the layer 4 is of a conductive water unit 1 toward the other side of the water tank 2 are made form the inclined water passage layer 4 'to be inclined downward, and the water storage tank 2 to the water flow layer 4 A drain 5 is provided for discharging the permeated water to the outside of the water storage tank 2. Further, a secondary drain formed by an open / close valve hole 11 for collecting a supernatant portion in which impurities are precipitated is provided on the other upper side of the water storage tank 2. part 7 is provided, wherein a water collecting section 12 for collecting the waste water from the drainage unit 5, and a water collecting section 13 for collecting the waste water from the従排water portion 7 that you are allowed to communicate The present invention relates to a filtration device.
[0011]
Further, in the filtration equipment of Motomeko 1, in which according to the filtration apparatus characterized in that laying passed through the mat 6 on the water flow layer 4.
[0012]
Further, in the filtration equipment of Motomeko 1 according any one, the bottom position of the water collecting part 12 and the water collecting section 13, a filtration device, characterized that you are set to the same horizontal position It is related to.
[0013]
Further, in the filtration device according to any one of claims 1 to 3, according to the filtration apparatus and the water collecting part 12 and the water collecting section 13 is characterized by that you are provided outside of the water storage tank 2 Things.
[0014]
[Action]
The water from the water guide 1 flows down the inclined water layer 4 ′ of the water tank 2, permeates the water layer 4, is filtered, and is discharged from the water drain 5 to the outside of the water tank 2.
[0015]
At this time, the impurities deposited on the inclined water-permeable layer 4 'are washed down by the flow of the water on the inclined water-permeable layer 4', and the inclined water-permeable layer 4 'is not clogged.
[0016]
【Example】
The drawings illustrate one embodiment of the present invention and will be described below.
[0017]
The water storage tank 2 is formed of concrete or the like. A perforated pipe 8 (underdrain pipe) is laid at the bottom of the water storage tank, and water is discharged to the outside of the water storage tank 2 through the perforated pipe 8.
[0018]
Further, a water guide 1 is formed on one side of the water storage tank 2. Water containing impurities is introduced into the water guide section 1, and when the water level rises, water overflowing from the water guide section 1 flows into the water storage tank 2 (inclined water layer 4 ′).
[0019]
Reference numeral 9 denotes a water supply pipe, which is provided at the center of the water guide 1 in order to uniformly overflow the water guide 1.
[0020]
Crushed stones, gravel, and sand are laid in this order on the perforated pipe 8 from the bottom to form the water-permeable layer 4. The water-permeable layer 4 has an inclined water-permeable layer 4 ′ that is inclined upward to the right in FIGS. 1 and 2, leaving a horizontal flat water-permeable layer 4 ″ having a predetermined area on the left side in FIGS. Structure.
[0021]
A water-permeable mat 6 is laid on the water-permeable layer 4 to hold the crushed stones, gravel, sand and to trap impurities. 18 are laid, and further, appropriate holding members (wood board, iron plate, etc.) are laid to hold the rice straw 18.
[0022]
Further, two cylindrical bodies 10 and 10 'communicating with the outside of the water storage tank 2 are erected at the position of the flat water flow layer 4 ", and the upper part of the cylindrical bodies 10 and 10' is provided with a supernatant portion in the water storage tank 2. A valve hole 11 for taking water is formed.
[0023]
The valve hole 11 can be arbitrarily opened and closed with, for example, a solenoid valve or an electric valve. Specifically, the valve is configured to open after 30 minutes and close after 30 minutes after the water is guided from the water guide section 1 to the inclined water layer 4 ′. This is because 30 minutes after the introduction of water leads to considerable precipitation of impurities.
[0024]
A cylindrical water collecting part 12 for collecting the drainage from the drainage part 5 and a cylindrical water collecting part 13 for collecting the drainage from the secondary drainage part 7 are buried in the ground outside the water storage tank 2. The water collecting part 12 and the water collecting part 13 are communicated by the communication pipe 3, and the bottom parts of the water collecting part 12 and the water collecting part 13 are set at the same horizontal position. Water from the perforated pipe 8 is introduced into the water collecting part 12, and water from the valve holes 11 of the cylinders 10 and 10 ′ is introduced into the water collecting part 13. Then, the water collected in the water collecting section 13 is introduced into an appropriate storage section, for example, a pond or the like via the main drain pipe 17.
[0025]
Reference numeral 14 denotes a drain pipe for draining water in the water guide unit 1, and reference numeral 15 denotes an overflow pipe for an emergency when the water tank 2 becomes full and overflows, and collects water through the drain pipe 16. It is communicated with the unit 13.
[0026]
In order to oxidize and precipitate ionized impurities, an appropriate chemical such as NaClO may be added to the water tank 2.
[0027]
Since the present embodiment has the above-described configuration, for example, water from a pond storing rainwater or the like in the site of a golf course is introduced into the water storage tank 2 through the water introduction unit 1 in several times. That is, the water is introduced into the water conveyance unit 1, and the water introduced into the water conveyance unit 1 fills the water conveyance unit 1, overflows the water conveyance unit 1, and is conveyed to the inclined water passage layer 4 'on average, This water flows down the inclined water-permeable layer 4 '.
[0028]
Since water penetrates into the rice straw 18, the water flow mat 6, the water flow layer 4, impurities such as iron and manganese contained in the water are captured by the rice straw 18, the water flow mat 6, the water flow layer 4, The impurities accumulate on the rice straw 18, the water flow mat 6, and the water flow layer 4. Water that has passed through the rice straw 18, the water mat 6, and the water layer 4 is purified and discharged out of the water reservoir 2 through the perforated pipe 8.
[0029]
When the water flows down the inclined water-permeable layer 4 ', the water has a function of washing away the impurities accumulated on the rice straw 18, the water-permeable mat 6, and the inclined water-permeable layer 4', and removes the impurities from the flat water-permeable layer 4 ". As a result, the rice straw 18, the water-permeable mat 6, the inclined water-permeable layer 4 'is clogged by the accumulation of impurities, and the situation where the water-permeable function is hindered is suppressed as much as possible. Is particularly remarkable in the rice straw 18 as the outermost layer.
[0030]
When a predetermined amount of water is introduced into the water tank 2 several times a day, for example, and is repeatedly used, impurities are deposited on the flat water-permeable layer 4 ″ (including the rice straw 18 and the water-permeable mat 6) by the above-described washing action. However, the water flow function on the flat water flow layer 4 "may deteriorate.
[0031]
In such a case, if the valve holes 11 of the cylinders 10 and 10 ′ are set so as to open after a predetermined time after the introduction of water from the introduction section 1, the water tank 2 is opened after the predetermined time elapses. Impurities accumulate and the supernatant is discharged out of the water tank 2 through the valve hole 11, and the drainage through the valve hole 11 is performed simultaneously with the drainage through the perforated pipe 8. And become more efficient.
[0032]
When impurities accumulate in the flat water-permeable layer 4 ", it is also possible to replace the sand, gravel and the like, the rice straw 18, and the water-permeable mat 6 in the flat water-permeable layer 4". . In this case, unlike the above-described conventional method, replacement is performed in a small area portion and is not performed in the entire bottom portion of the water storage tank 2 in a wide area, so that workability is very good.
[0033]
In addition, rice straw 18 can be incinerated as it is when impurities are deposited, and there is no pollution problem when impurities contain heavy metals (in general, water containing heavy metals must be removed after the heavy metals are removed and discarded). Rather, the process is very cumbersome.)
[0034]
This embodiment also has the following features. This will be described with reference to FIG.
[0035]
A predetermined amount of water (specifically, about 17 tons of water) introduced into the water storage tank 2 from the water conveyance section 1 passes through the rice straw 18, the water flow mat 6, the water flow layer 4, and the perforated pipe 8 The water is introduced into the water collecting section 12 via The amount of water introduced into the water collecting part 12 through the perforated pipe 8 is small compared with the amount of water introduced from the water guiding part 1 to the water storage tank 2.
[0036]
The fact that a small amount of water is introduced into the water collecting section 12 through the perforated pipe 8 means that the water in the water storage tank 2 does not readily decrease, and this directly leads to poor filtration efficiency. Will be.
[0037]
However, in the case of the present embodiment, the amount of water introduced into the water collecting part 12 through the perforated pipe 8 is small at an initial stage (specifically, for 30 minutes until the valve hole 11 is opened).
[0038]
To be more specific about this point, initially, water is not introduced into the water collecting part 13, but only a small amount of water is introduced into the water collecting part 12 through the perforated pipe 8.
[0039]
However, after a lapse of 30 minutes, the valve holes 11 of the cylindrical bodies 10 and 10 ′ are opened, and when a large amount of water is introduced into the water collecting section 13, the water flows backward through the communication pipe 3, and Rises naturally and flows backward to the perforated pipe 8.
[0040]
Thereafter, when the valve hole 11 is closed and the introduction of water into the water collecting section 13 is stopped (the water in the water collecting section 13 is naturally drained from the main drain pipe 17), the water collecting section is now turned on. The water in 12 flows through the communication pipe 3 into the water collecting section 13 having a low water level. At this time, a negative pressure pump action (suction action) is exhibited by the rapid drop of the water level in the water collecting part 12, and the water in the water storage tank 2 is strongly sucked into the perforated pipe 8.
[0041]
Therefore, the filtration of the water in the water storage tank 2 is performed very quickly, so that the filtration efficiency of the water in the water storage tank 2 is greatly increased. Specifically, the water in the water storage tank 2 is filtered and discharged in about half the time as compared with the case where the water collecting units 12 and 13 are not provided as in the present embodiment.
[0042]
The purified water taken out of the water storage tank 2 as described above is stored in, for example, a reservoir for watering water through the main drainage pipe 17 and used for watering turf and the like.
[0043]
The present apparatus can be used in the following manner, for example, in addition to the above-mentioned method of use.
[0044]
(1) A plurality of water tanks 2 according to the present embodiment are provided in parallel, and filtration is performed a plurality of times.
[0045]
(2) In the case of the above-mentioned conventional method (c ), the filter medium becomes contaminated by impurities due to repeated use, so that the filter medium needs to be washed. When the filter medium is washed, the filter medium wash water contains impurities such as heavy metals, and the treatment of the filter medium wash water is very troublesome (as described above, it is not possible to discharge such water as it is). It is not desirable in terms of environmental problems.) In such a case, the filter medium washing water (water after washing the filter medium) can be purified by introducing the filter medium washing water (water after washing the filter medium) into the water guide unit 1 of the present apparatus.
[0046]
In the present embodiment, such a method of using (1) and (2) is also possible.
[0047]
【The invention's effect】
Since the present invention has been described above, it becomes a filtration device that can purify water very easily.
[Brief description of the drawings]
FIG. 1 is an explanatory plan view of the present embodiment.
FIG. 2 is a sectional view of the present embodiment.
FIG. 3 is an explanatory sectional view of the present embodiment.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Water conveyance part 2 Water storage tank 4 Water passage layer 4 'Inclined water passage layer 5 Drainage part 6 Water passage mat 7 Secondary drainage part
11 valve hole
12, 13 Water catchment section

Claims (4)

水を貯める貯水槽の一側上部に導水部が設けられ、この貯水槽の底部には砂,砂利等の適宜な部材を敷設して成る通水層が設られ、この通水層の一部若しくは全部は導水部から貯水槽の他側にかけて下り傾斜する傾斜通水層に形成されており、また、貯水槽には通水層に浸透した浸透水を該貯水槽外に排出する排水部が設けられ、更に、貯水槽の他側上部には、不純物が沈殿した上澄み部分を取水する開閉弁孔で構成された従排水部が設けられ、前記排水部からの排水を集水する集水部と、前記従排水部からの排水を集水する集水部とが連通せしめられていることを特徴とするろ過装置。A water guide is provided at the top of one side of a water storage tank for storing water, and a water passage formed by laying appropriate members such as sand and gravel is provided at the bottom of the water tank, and a part of the water passage is provided. or all parts are made form the inclined water passage layer downwardly inclined from the guide water portion to the other side of the water tank, also, the reservoir for discharging the permeate that permeates the water flow layer outside 該貯 aquarium A drainage section is provided, and further, on the other upper side of the water storage tank, a sub-drainage section including an on-off valve hole for taking in a supernatant portion in which impurities are precipitated is provided, and drainage from the drainage section is collected. filtration apparatus and the water collecting portion, and a water collecting portion for collecting the waste water from the従排water portion, characterized that you are allowed to communicate. 請求項1記載のろ過装置において、通水層の上に通水マットを敷設したことを特徴とするろ過装置。 In the filtration equipment according to claim 1, a filtration device, characterized in that laid the Rohm mat on the water flow layer. 請求項1,2いずれか1項記載のろ過装置において、前記集水部及び集水部の底部位置は、同一水平位置に設定されていることを特徴とするろ過装置。 In claim 1 Filtration equipment according to any one of the bottom position of the water collecting portion and the collecting unit, a filtration device, characterized that you are set to the same horizontal position. 請求項1〜3いずれか1項に記載のろ過装置において、前記集水部と集水部とは貯水槽の外に設けられていることを特徴とするろ過装置。 In the filtration device according to claim 1 any one, filter device and the water collecting part and water collecting unit, characterized in that you are provided outside the water tank.
JP19065994A 1994-08-12 1994-08-12 Filtration equipment Expired - Fee Related JP3544713B2 (en)

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Application Number Priority Date Filing Date Title
JP19065994A JP3544713B2 (en) 1994-08-12 1994-08-12 Filtration equipment

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JPH0852306A JPH0852306A (en) 1996-02-27
JP3544713B2 true JP3544713B2 (en) 2004-07-21

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WO2017179246A1 (en) * 2016-04-13 2017-10-19 国立研究開発法人農業・食品産業技術総合研究機構 Solid-liquid separating filtration system for organic waste material

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