JP2000202479A - Water cleaning water channel - Google Patents
Water cleaning water channelInfo
- Publication number
- JP2000202479A JP2000202479A JP708199A JP708199A JP2000202479A JP 2000202479 A JP2000202479 A JP 2000202479A JP 708199 A JP708199 A JP 708199A JP 708199 A JP708199 A JP 708199A JP 2000202479 A JP2000202479 A JP 2000202479A
- Authority
- JP
- Japan
- Prior art keywords
- water
- channel
- zeolite
- water purification
- porous
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Water Treatment By Sorption (AREA)
- Sewage (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、生活用水の排水
路、用水路や河川などにおいて、水質を浄化する水質浄
化水路に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water purification channel for purifying water in drainage channels for domestic use, irrigation channels, rivers, and the like.
【0002】[0002]
【従来の技術】汚水による環境汚染や水質汚濁を防止す
るため、排水路や用水路中に蛎殻充填槽からなる浄化装
置を設置したり(特開平4−200696号)、ポーラ
スコンクリートブロックとリン吸着ブロック(火山灰と
硫酸第一鉄混合物を焼成したもの)を水路中に設置する
こと(特開平10−263530号)などがおこなわれ
ている。2. Description of the Related Art In order to prevent environmental pollution and water pollution due to sewage, a purifying device including a oyster shell filling tank is installed in a drainage channel or a water channel (Japanese Patent Laid-Open No. 4-200696), and a porous concrete block is adsorbed with phosphorus. Blocks (burned mixture of volcanic ash and ferrous sulfate) are installed in waterways (Japanese Patent Laid-Open No. Hei 10-263530).
【0003】[0003]
【発明が解決しようとする課題】前述の水質浄化装置
は、水路に付加するものであり、水路本体と水質浄化装
置は別々に作成され、水質浄化装置は水路内に設置され
ていた。そのため、既存の水路に付加する場合はよい
が、新たに構築する場合は手間がかかると共に、水中に
存在する微生物しか汚物の分解に寄与できず、土中に無
数に存在する微生物を有効に利用することができなかっ
た。本発明は、土壌中の微生物を汚水浄化に利用できる
ようにすると共に、不要物として廃棄されている蛎殻を
有効利用して水質浄化、特に、生活排水による豊栄養化
を防止しようとするものである。The above-mentioned water purification device is to be added to a water channel. The water channel main body and the water purification device are separately manufactured, and the water purification device is installed in the water channel. Therefore, it is good to add to existing waterways, but it is troublesome to construct a new waterway, and only microorganisms existing in the water can contribute to the decomposition of filth, making effective use of microorganisms innumerable in the soil I couldn't. The present invention aims to make it possible to use microorganisms in soil for sewage purification, and to effectively use oyster husks discarded as undesired substances to purify water, especially to prevent nutrient enrichment by domestic wastewater. It is.
【0004】[0004]
【課題を解決するための手段】蛎殻の粉砕物とゼオライ
トの混合物を混入したポーラスコンクリートで水路を構
成することにより、土壌中の微生物を汚物分解に利用
し、さらに、粉砕した蛎殻とゼオライトの混合物で富栄
養化の原因であるリンや窒素を吸着除去するものであ
る。また、水路の途中に蛎殻粉砕物とゼオライトの混合
物を混入したポーラスコンクリート製の分解促進槽を設
け、分解促進槽内に水が流入するときに空気が水中に巻
き込まれるようにして好気性にし、汚物分解を促進して
分解能力を向上させるものである。Means for Solving the Problems By forming a water channel with porous concrete mixed with a mixture of ground oyster shell and zeolite, microorganisms in soil are used for decomposing soil, and further, ground oyster shell and zeolite are used. This adsorbs and removes phosphorus and nitrogen which cause eutrophication. In addition, a decomposition accelerating tank made of porous concrete mixed with a mixture of crushed oyster hulls and zeolite is provided in the middle of the waterway, so that when water flows into the decomposition accelerating tank, air is caught in the water to make it aerobic. It promotes the decomposition of filth and improves the decomposition ability.
【0005】[0005]
【発明の実施の態様】ポーラスコンクリートの空隙部が
微生物担体として機能し、汚水が分解されて浄化され、
豊栄養化物質である窒素、リンは蛎殻との粉砕物とゼオ
ライトの混合物に吸着されて除去される。また、ポーラ
スコンクリートは表面に凹凸部が形成されているので、
水流抵抗が大きくなり、乱流を生成して水表面から空気
を水中に巻き込み、自然の曝気作用がなされ好気性微生
物が活性化され水路の浄化能力が向上する。また、水流
の速度低下によってポーラスコンクリートの凹凸部表面
に生物膜が付着しやすくなり、また、表面積が増大する
ので汚染物の分解が促進されることになる。BEST MODE FOR CARRYING OUT THE INVENTION The void portion of porous concrete functions as a microorganism carrier, and sewage is decomposed and purified.
Nitrogen and phosphorus, which are nutrient-rich substances, are adsorbed and removed by a mixture of crushed oyster shell and zeolite. In addition, since porous concrete has irregularities on the surface,
Water flow resistance increases, turbulence is generated, and air is drawn into the water from the surface of the water, whereby natural aeration is performed, aerobic microorganisms are activated, and the purification ability of the water channel is improved. In addition, a decrease in the speed of the water flow makes it easier for the biofilm to adhere to the surface of the uneven portion of the porous concrete, and also increases the surface area, thereby promoting the decomposition of contaminants.
【0006】ポーラスコンクリートは図2に示すよう
に、普通のコンクリートに比べて細骨材に対する粗骨材
20の比率を多く配合して製造される多孔質のコンクリ
ートで、これに蛎殻粉砕物21とゼオライト22を混入
し、多孔質水質浄化体を得る。蛎殻粉砕物を粒径5〜1
5mm程度で、コンクリートに対して10〜35%(重
量%)を混入する。ゼオライトは、コンクリートに対し
て8〜18%(重量%)を混入する。[0006] As shown in Fig. 2, porous concrete is a porous concrete produced by mixing a large ratio of coarse aggregate 20 with fine aggregate as compared with ordinary concrete. And zeolite 22 are mixed to obtain a porous water purification body. Crushed oyster shell
About 5 mm, 10 to 35% (% by weight) is mixed with concrete. The zeolite is mixed with concrete at 8 to 18% (% by weight).
【0007】図1は、蛎殻を混入したポーラスコンクリ
ート1でU字溝10を製造した実施例である。水質浄化
水路は、通水される部分全体をポーラスコンクリート1
0で構成してある。図3に示すようにU字溝水路1の一
部にポーラスコンクリートの多孔質浄化体11を設けて
もよい。多孔質水質浄化体11を水路に点在させたり、
水路外面側に、または、内面側に設けたり適宜の位置に
配置する.。FIG. 1 shows an embodiment in which a U-shaped groove 10 is manufactured from porous concrete 1 mixed with oyster shells. The water purification channel is made of porous concrete 1
0. As shown in FIG. 3, a porous purifying body 11 made of porous concrete may be provided in a part of the U-shaped groove channel 1. When the porous water purifier 11 is scattered in a water channel,
Install on the outer surface of the waterway, on the inner surface, or at an appropriate position.
【0008】図4は、多孔質水質浄化体11の種々の設
置場所を示したものである。水路の側壁の内面と外面、
及び底面に多孔質水質浄化体11を設けた例である。多
孔質水質浄化体11を水路底面の表層側にのみ設けたも
ので、流水が水路外部に浸透しないようにしたものであ
る。流水は、多孔質水質浄化体の表面凹凸の抵抗によっ
て流速が減速される。外面側のポーラスコンクリートか
らなる多孔質水質浄化体11の空隙部には、土壌と共に
土壌中の微生物が付着し汚物の分解に寄与する。図5に
示す水路は、底面の全厚さに渡ってポーラスコンクリー
トの多孔質水質浄化体11を設けたもので、空隙を通じ
て流水が水路外部に浸透し、汚物が地中の微生物によっ
て分解される。FIG. 4 shows various installation locations of the porous water purifier 11. Inside and outside of the side wall of the channel,
And an example in which a porous water purifier 11 is provided on the bottom surface. The porous water purifier 11 is provided only on the surface layer side of the water channel bottom surface, so that flowing water does not penetrate outside the water channel. The flow velocity of the flowing water is reduced by the resistance of the surface irregularities of the porous water purification body. Microorganisms in the soil adhere to the voids of the porous water purification body 11 made of porous concrete on the outer surface together with the soil, thereby contributing to the decomposition of filth. The water channel shown in FIG. 5 is provided with a porous water purifier 11 made of porous concrete over the entire thickness of the bottom surface, in which flowing water penetrates outside the water channel through the gap, and filth is decomposed by microorganisms in the ground. .
【0009】また、水路に対して多孔質水質浄化体11
を着脱自在とすると、長期間使用して目詰まりしたとき
に交換できるので、その効果を持続することが可能とな
る。水路の大きさや形には制限がなく、扱いやすい大き
さや形を自由に選定できる。U字溝のほか、円形、四角
形、楕円型、馬蹄型、逆馬蹄型等とすることができる。
図6は、U字溝のポーラスコンクリート10の断面中央
部に普通コンクリートの芯15を設けたものであり、強
度を必要とする場合のケースである。また、芯15が遮
水効果を有するので、U字溝の上部からのみ水が外部に
浸透してゆく。Further, a porous water purifier 11 is provided for the water channel.
If is made detachable, it can be replaced when it becomes clogged by using it for a long time, so that its effect can be maintained. There is no restriction on the size and shape of the waterway, and the size and shape that can be easily handled can be freely selected. In addition to the U-shaped groove, the shape may be circular, square, elliptical, horseshoe, inverted horseshoe, or the like.
FIG. 6 shows a case in which a core 15 of ordinary concrete is provided at the center of the cross section of the porous concrete 10 of the U-shaped groove, and strength is required. In addition, since the core 15 has a water blocking effect, water permeates only from the upper part of the U-shaped groove.
【0010】図7は、U字溝の途中に、水路の水深より
深い水深のポーラスコンクリート製の分解促進槽50を
設置したものである。分解促進槽3の入り口には水流に
対して垂直方向に遮蔽板31を設け、水流を絞って流速
を高める絞り装置32と空気取り込み口33を設け、空
気を吸引して水と混合して酸素を供給し、分解促進槽の
底部には曝気装置を設置した例であり、分解促進槽3は
曝気によって好気状態となり、汚物の分解が促進され
る。曝気装置のポンプPは、太陽電池駆動として電源の
ないところでも稼動できるようにする。絞り装置や曝気
装置は単独で設置してもよく、水路の水質や設置場所の
条件を勘案して採用する装置を決定する。FIG. 7 shows an arrangement in which a decomposition accelerating tank 50 made of porous concrete having a depth greater than the depth of the water channel is provided in the middle of the U-shaped groove. At the entrance of the decomposition accelerating tank 3, a shielding plate 31 is provided in a direction perpendicular to the water flow, a throttle device 32 for narrowing the water flow to increase the flow velocity, and an air intake port 33 are provided. This is an example in which an aeration device is installed at the bottom of the decomposition promoting tank, and the decomposition promoting tank 3 becomes aerobic by the aeration, thereby promoting the decomposition of waste. The pump P of the aerator is driven by a solar cell so that it can be operated even without a power source. The expansion device and the aeration device may be installed independently, and the device to be adopted is determined in consideration of the water quality of the water channel and the conditions of the installation location.
【0011】図8は、ポーラスコンクリートの水路の外
側周辺、または、前述の分解促進槽の外側に細砂、粗
砂、礫、角閃石、ゼオライト等の天然鉱物、木炭、竹
炭、活性炭などの有機物、蛎殻などの貝、各種スラグ、
プラスチック、セラミックスなどを単独、または混合し
た水処理基材4(土壌自体を含む)を設けたものであ
る。水路中の汚染物に対応して水処理基材4を選択すれ
ば、窒素、燐などの富栄養化の原因物質も除去すること
ができ、また、水質的にもBODを5ppm以下にまで
に低下させることが可能である。FIG. 8 shows natural minerals such as fine sand, coarse sand, gravel, amphibole and zeolite, and organic substances such as charcoal, bamboo charcoal and activated carbon around the outside of a water channel of porous concrete or outside the above-mentioned decomposition promoting tank. , Shellfish such as oyster shells, various slags,
A water treatment substrate 4 (including soil itself) in which plastics, ceramics, or the like are used alone or in combination is provided. If the water treatment base material 4 is selected in accordance with the contaminants in the waterway, it is possible to remove substances causing eutrophication such as nitrogen and phosphorus, and also to reduce the BOD to 5 ppm or less in terms of water quality. It is possible to lower.
【0012】図9は、U字溝の底部と側壁の内面側が本
発明の蛎殻粉末とゼオライトの混合物を混入したポーラ
スコンクリートで構成されており、その下側にポーラス
コンクリートで構成された浸透枡5が設置してある。浸
透枡5は、通常のポーラスコンクリートでも、蛎殻粉末
とゼオライトを混入したポーラスコンクリートのどちら
でもよい。浸透枡5の外側には、図8の例と同様に、水
処理基材4が充填してある。浸透枡5内部に水処理基材
4を充填してもよい。U字溝中の水流は底部から浸透枡
5に流下し、浸透枡5からさらに外側に流出する。汚染
物は、浸透枡5中及び水処理基材によって浄化される。FIG. 9 shows that the bottom of the U-shaped groove and the inner surface of the side wall are made of porous concrete mixed with the mixture of the oyster hull powder and zeolite of the present invention, and the lower part thereof is made of porous concrete. 5 are installed. The infiltration basin 5 may be either ordinary porous concrete or porous concrete mixed with oyster hull powder and zeolite. The outside of the infiltration basin 5 is filled with the water treatment base material 4 as in the example of FIG. The water treatment substrate 4 may be filled in the infiltration basin 5. The water flow in the U-shaped groove flows down from the bottom to the permeation tub 5 and flows out further from the permeation tub 5. The contaminants are purified in the infiltration basin 5 and the water treatment substrate.
【0013】[0013]
【発明の効果】本発明の多孔質水質浄化体は、ポーラス
コンクリートの空隙に土壌中の微生物が付着して汚物を
分解して水質浄化し、さらに、蛎殻、ゼオライトでによ
って富栄養化物質のリン、窒素を吸着除去するので、生
活排水による環境汚染が防止される。そして、これを水
路として用いることによって、水路のBODを低下さ
せ、有機質を分解するので最終処理場に到達する汚泥量
を50%以上減量し、豊栄養物質も除去することがで
き、簡便な方法で低コストで湖沼や河川の水質浄化を実
現できるものである。According to the porous water purifier of the present invention, microorganisms in the soil adhere to the pores of the porous concrete to decompose dirt and purify the water, and furthermore, oyster shells and zeolite are used to remove eutrophic substances. Since phosphorus and nitrogen are adsorbed and removed, environmental pollution due to domestic wastewater is prevented. By using this as a water channel, the BOD of the water channel is reduced, and organic matter is decomposed, so that the amount of sludge reaching the final treatment plant can be reduced by 50% or more, and rich nutrients can also be removed. It can realize water purification of lakes and rivers at low cost.
【図1】 多孔質水質浄化体をU字溝とした斜視図。FIG. 1 is a perspective view in which a porous water purifier is a U-shaped groove.
【図2】 蛎殻とゼオライトを混合したポーラスコンク
リートの概念図。FIG. 2 is a conceptual diagram of porous concrete obtained by mixing oyster shell and zeolite.
【図3】 U字溝の一部に多孔質水質浄化体を設けた実
施例の斜視図。FIG. 3 is a perspective view of an embodiment in which a porous water purifier is provided in a part of a U-shaped groove.
【図4】 水質浄化体の配列を説明する断面図。FIG. 4 is a cross-sectional view illustrating an arrangement of water purification bodies.
【図5】 底面を透水型としたU字溝の断面図。FIG. 5 is a sectional view of a U-shaped groove having a water-permeable bottom surface.
【図6】 ポーラスコンクリートの中央に芯を設けたU
字溝の断面図。[Fig. 6] U with a core provided in the center of porous concrete
Sectional drawing of a character groove.
【図7】 分解促進槽を設けた水質浄化水路の側断面
図。FIG. 7 is a side sectional view of a water purification water channel provided with a decomposition promoting tank.
【図8】 U字溝の外側に水処理基材を設けた水質浄化
水路の断面図。FIG. 8 is a cross-sectional view of a water purification water channel provided with a water treatment base material outside a U-shaped groove.
【図9】 U字溝の底部を透水性とし、下部に浸透枡を
設けた水質浄化水路の断面図。FIG. 9 is a cross-sectional view of a water purification channel in which the bottom of the U-shaped groove is made permeable and a permeation basin is provided at the bottom.
1 U字溝 10 ポーラスコンクリート 11 水質浄化体 15 芯 2 粗骨材 21 蛎殻粉砕物 22 ゼオライト 3 分解促進槽 31 遮蔽板 32 絞り装置 33 空気取り入れ口 DESCRIPTION OF SYMBOLS 1 U-shaped groove 10 Porous concrete 11 Water purification body 15 Core 2 Coarse aggregate 21 Crushed oyster hull 22 Zeolite 3 Decomposition accelerating tank 31 Shielding plate 32 Squeezing device 33 Air intake
Claims (7)
入したポーラスコンクリートで構成された水質浄化水
路。1. A water purification channel made of porous concrete mixed with a mixture of crushed oyster shell and zeolite.
入したポーラスコンクリートで構成された水質浄化体が
着脱自在である水質浄化水路。2. A water purification channel in which a water purification body made of porous concrete mixed with a mixture of ground oyster shell and zeolite is detachable.
乱流発生装置を設けた水質浄化水路。3. The method according to claim 1, wherein
A water purification channel equipped with a turbulence generator.
路幅を狭めて流速を速くしたものである水質浄化水路。4. The water purification channel according to claim 3, wherein the turbulence generator has a narrow channel width and a high flow velocity.
空気混入装置を設けた水質浄化水路。5. The method according to claim 1, wherein
A water purification water channel equipped with an aeration device.
外側周辺に水質浄化体を設けた水質浄化水路。6. A water purification water channel according to claim 1, wherein a water purification body is provided around the outside of the water channel.
オライトの混合物を混入したポーラスコンクリートで構
成されて浸透性を有し、水路の下側に浸透枡が設置され
た水質浄化水路。7. A water purification water channel wherein at least the bottom of the water channel is made of porous concrete mixed with a mixture of crushed oyster hulls and zeolite and has permeability, and an infiltration basin is provided below the water channel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP708199A JP2000202479A (en) | 1999-01-13 | 1999-01-13 | Water cleaning water channel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP708199A JP2000202479A (en) | 1999-01-13 | 1999-01-13 | Water cleaning water channel |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000202479A true JP2000202479A (en) | 2000-07-25 |
Family
ID=11656150
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP708199A Pending JP2000202479A (en) | 1999-01-13 | 1999-01-13 | Water cleaning water channel |
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WO2005064087A1 (en) * | 2003-12-26 | 2005-07-14 | Seinan Industry Corporation | Block structure for gutter, water channel formed of block structure for the gutter, and method of manufacturing block the structure for gutter |
KR100632244B1 (en) | 2006-04-03 | 2006-10-09 | 석성기업주식회사 | Water-pipe having the function of water-purification |
JP2006284344A (en) * | 2005-03-31 | 2006-10-19 | Hitachi Eng Co Ltd | Secondary charged particle producing device |
WO2010116748A1 (en) * | 2009-04-08 | 2010-10-14 | 株式会社オーイケ | Sewage treatment device |
KR101198688B1 (en) | 2012-05-04 | 2012-11-12 | 한동권 | Environment-friendlyly block for water purification and manufacture method the same |
CN110181656A (en) * | 2019-05-17 | 2019-08-30 | 广东中绿园林集团有限公司 | Celluar concrete forming method, reaction tank forming method and reaction tank |
-
1999
- 1999-01-13 JP JP708199A patent/JP2000202479A/en active Pending
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005064087A1 (en) * | 2003-12-26 | 2005-07-14 | Seinan Industry Corporation | Block structure for gutter, water channel formed of block structure for the gutter, and method of manufacturing block the structure for gutter |
JP2006284344A (en) * | 2005-03-31 | 2006-10-19 | Hitachi Eng Co Ltd | Secondary charged particle producing device |
JP4704788B2 (en) * | 2005-03-31 | 2011-06-22 | 株式会社日立エンジニアリング・アンド・サービス | Secondary charged particle generator |
KR100632244B1 (en) | 2006-04-03 | 2006-10-09 | 석성기업주식회사 | Water-pipe having the function of water-purification |
WO2010116748A1 (en) * | 2009-04-08 | 2010-10-14 | 株式会社オーイケ | Sewage treatment device |
JP5595929B2 (en) * | 2009-04-08 | 2014-09-24 | 株式会社オーイケ | Sewage treatment equipment |
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CN110181656A (en) * | 2019-05-17 | 2019-08-30 | 广东中绿园林集团有限公司 | Celluar concrete forming method, reaction tank forming method and reaction tank |
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