JP4580077B2 - Contaminant decomposition promotion equipment and promotion method - Google Patents

Contaminant decomposition promotion equipment and promotion method Download PDF

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Publication number
JP4580077B2
JP4580077B2 JP2000272988A JP2000272988A JP4580077B2 JP 4580077 B2 JP4580077 B2 JP 4580077B2 JP 2000272988 A JP2000272988 A JP 2000272988A JP 2000272988 A JP2000272988 A JP 2000272988A JP 4580077 B2 JP4580077 B2 JP 4580077B2
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decomposition
water
pollutant
groundwater
promoting
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JP2002079235A (en
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榮久 服部
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有限会社砦巧房
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

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Description

【0001】
【発明の属する技術分野】
本発明は汚染物質廃棄場又は処理場における汚染物質の分解及び同場含む汚染地下水の浄化に関する。
【0002】
【従来の技術】
従来、汚染物質廃棄場又は処理場においては不透水シート等の設置のみが義務づけられていて、汚染物質そのものの分解、処理に関しては全く対策がとられていないのが現状であり、従って、当該廃棄場又は処理場が満杯になれば、新たな場所を開設することを繰り返している為、将来は利用不能である元廃棄場又は処理場が広大な面積を占めることになってしまう。この対策として透過壁を土中に埋設するもの(特開平5−317850)が提案されているが、水中に溶解した汚染物質に対する効果は期待できないし、初期の効果を維持する方策も見当たらない。また地下水を汲み上げて処理するもの(特開平9−253688)は確実性は期待されても上水道以上のコストがかかるので実用的でない。
【0003】
【発明が解決しようとする課題】
汚染物質廃棄場又は処理場における汚染物質を安全、確実でその効果を継続的に維持できる方式を提案することを目的とする。
【0004】
【課題を解決するための手段】
止水壁によって仕切られた汚染物質廃棄場又は処理場の地下水下流側に汚染土壌分解促進装置を必要数設置し、地下水最下流部には比較的大容量の汚染土壌分解促進装置を接近して設けた汚染物質廃棄場又は処理場の排水処理装置であって、止水壁によって仕切られた汚染物質廃棄場又は処理場の地下水下流側に汚染土壌分解促進装置を必要数設置し、地下水最下流部には比較的大容量の汚染土壌分解促進装置を接近して設けた汚染物質廃棄場又は処理場の排水処理装置であって、前記地下水下流側の汚染土壌分解促進装置は、汚染物質分解促進用器材の上縁がわずかに地表面上に突出するように立穴中に挿入して土中に設けられて構成され、前記汚染物質分解促進用器材に化学分解触媒又は微生物を添加、含有又は保持させた後、土壌中の過剰水分を排除し、汚染物質の分解を促進するものであり、前記汚染物質分解促進用器材は、化学分解触媒又は微生物を保持する為の透水性担体とそれらを支持するための壁材で保水性、親水性、透水性を有し少なくとも上部に大開口部を有する薄肉筒状に形成されるものである一方、前記地下水最下流部の、比較的大容量の汚染土壌分解促進装置は、汚染物質分解促進用器材の上縁がわずかに地表面上に突出するように立穴中に挿入して土中に設けられて構成され、前記汚染物質分解促進用器材に化学分解触媒又は微生物を添加、含有又は保持させた後、土壌中の過剰水分を排除し、汚染物質の分解を促進するものであり、前記汚染物質分解促進用器材は、化学分解触媒又は微生物を保持する為の透水性担体とそれらを支持するための壁材で保水性、親水性、透水性を有し少なくとも上部に中和剤、殺菌剤、活性剤その他の処理用薬剤を投入する為の大開口部を有し、そこで必要な水質が確認されたときに汚染物質廃棄場又は処理場外の地下水中に被処理水を放流するためのサイフォン式排水装置を有することを特徴とする汚染物質廃棄場又は処理場の排水処理装置であって、最近次々と開発されている汚染物質分解用の触媒や化学薬品や微生物を実際に汚染物質廃棄場又は処理場において利用する為の装置を提案するものである。
【0005】
【発明の実施の形態】
本発明の実施の態様について説明するが、本発明の実施の形態は極めて多種多様であって、ここに開示するのはあくまでもその中の一部の代表例にすぎず、当然の事として以後に示す実施例に限定される訳ではない。
【0006】
本発明の基本器材である汚染物質分解促進用器材は土中に埋設するものであるから、水圧や土圧によって変形しない様な強度が必要であって、前記薄肉筒状の器材本体を構成する保水性材料自身がその必要な強度を有しているときは良いが、そうでないときは適度の強度を有する耐食性材料で構成された多孔板や、筒状枠と網材の組合せ等によって形成した筒状体の内側又は外側に保水材を沿わせた構成とするか、同様の構造の筒状体を2重壁として、その間に保水材又は保水材と担体の混合物を充填したものでも良い。該充填物は粉状、粒状、塊状いずれでも良い。
【0007】
化学分解触媒又は微生物を保持する為の透水性担体は板状として保水材に沿わせても良いし、保水材と混合成形しても良い。又栓状に成形して保水材その他の壁材に設けられた孔に挿入しても良い。また化学分解触媒自体が微生物の担体として利用できれば更に良い。
【0008】
要は保水性材料によって支持された化学分解触媒又は微生物を保持する為の透水性担体より成る壁材によって形成され、少なくとも上部に大開口部を有する薄肉筒状の汚染物質分解促進用器材であれば良い。ここに筒状とは円筒や管状に限定されることなく、横断面形状はどの様なものでも良く、矩形、三角形、菱形等いずれでも良く、また下部は底なしの管状でも有底の瓶状であっても良い。更に側面形状は下方に向かって先細となる錐状や細長い梯形であっても、それらの組合せであってもよい。底なしのときは薄肉筒状体の下端が止水壁近傍迄伸びていることが望ましい。該筒状体の内側下部には水分のみが保持されていることが必要だからである。
【0009】
ここに薄肉とは上部大開口の開口面積と比較して筒壁の肉厚が相対的に薄いことを意味し、逆に大開口とは筒壁の肉厚と比較して開口面積が相対的に大きいことを意味する。
【0010】
上部大開口部には異物の落下やそれによる埋没を防止する為に適度のメッシュの金網や格子を設けるとよい。又該上部大開口部上に蓋を設ければ雨水が直接該器材本体内に入らないから、該本体内での分解効果を維持できるし、その蓋を透明又は半透明体にしたり、更に集光効果を有する構成にすれば該器材本体内の温度が上昇して分解効果が向上する。以下図面によって代表的実施例につき説明する。
【0011】
図1は汚染土壌分解促進装置の1実施例を示す。地表面61に設けられた立穴中に保水壁材1で構成された汚染物質分解促進用器材が挿入されている。該立穴は素掘でも良いが、保水壁材1が容易に出入れできるように枠等を設けるのが望ましい。
【0012】
図では保水壁材1の中に担体2が封入されているが、前記の通り化学分解触媒又は微生物を保持する機能があって、その場所に水分が常に供給され、保持される様な吸水性、保水性、親水性等を有するような構成であれば良い。該汚染土壌分解促進装置を汚染地域に設置すれば該保水壁材1を浸透して該器材本体内に入った水分は該保水壁材1全体を湿潤に保持するから、該器材本体内水面63と該保水壁材1の両方から水分が蒸発し、該器材本体内部では汚染物質が濃縮されて担体2における汚染物質の分解が促進される。同時に汚染地域内の水分の除去の効果があるので汚染水が止水壁7から溢水する危険性が減少する。自然界における微生物には好気性と嫌気性とがあるが、その効果は図2において好気性のものは地表面61の近くのAに限定され、嫌気性のものは地下水位62近くのBに限定され、結局汚染物質の分解はほとんど進まないが、本発明では好気性のものの活動範囲として担体2によるCの範囲が機能するので汚染物質の分解が促進されるし、更にこの範囲には化学分解触媒も有効に使用することができる。
【0013】
図3に汚染物質廃棄場又は処理場における配置例を示す。該廃棄場又は処理場には必要数の汚染土壌分解促進装置(保水壁材1)を適当な間隔をあけて配置する。該廃棄場又は処理場内の地下水の下流側には排水装置3を装備した汚染土壌分解促進装置(保水壁材11)を配置する。図3、4では排水装置としてサイフォン管31と注水/エア抜き装置32と流量調節装置33とからなるサイフォン排水装置3を採用している。この排水装置によれば特別な動力を必要とせず、該器内水質を確認した上でサイフォン効果を成立させれば自動的に排水されることになる。該器内水質が所期の良好な数値に達していないときは、必要な水処理剤として、中和剤、殺菌剤、活性剤、その他の必要な薬剤を投入し、水質が所定値に達したことを確認した後に排水操作を行う。十分な水処理をした後に場外の地下水中に放流するから、積極的に蒸発させる効果と相まって、該廃棄場又は処理場から汚染水が溢水して公害を引き起こすのを防止することができる。
【0014】
図5には前記保水壁材の筒状のもの(1、11)以外の種々の形状を示す。12は錐状、13は梯形、15は複合形でいずれも上部大開口部の面積が大きく、太陽光線が内部に入り易いから、光触媒や光線を必要とするような微生物を使用するときに有効である。更に14は筒状と錐状の複合形で15と同様保水壁材の長さを長くする必要があるときに有効である。
【0015】
図6は前記保水壁材の大開口部の上に蓋を設けた実施例であって、いずれも透明又は半透明材料で形成され、内部の温度を上昇させ、蒸発と分解を促進するものである。41は凸レンズ、42は魚眼レンズであって、その集光効果によってより効果的であり、43はそれらに更にグラスファイバ44を組合せることによって光線の届きにくい下部にまで光線を導入するので、光触媒等光線を必要とするものにより効果が大きい。図7は内部の温度上昇を有効に利用して空気の自然循環を助長して蒸発を促進させるもので、保水壁材1の内側に、多数の通気孔を下部に有する内筒16を挿入し、上部には透明の蓋41を設けたものである。この装置によれば保水壁材1と内筒16の間の間隙では水分が蒸発することによって気温が下がるので空気の下降流を生じ、内筒16の内部では太陽熱によって気温が上昇して空気の上昇流を生じるから、空気の自然循環が強くなって水分の蒸発が促進される。
【0016】
図8には有害ガスが発生する場合の装置を示す。本例では透明蓋41を地表面61に接近して設け、更にその上部は2重壁45になっていて保温効果を有している。該蓋41の内部から発生ガスを吸引するガス管51を設けガス処理装置5に導入する。図ではガス処理装置5は分解装置52内部に放射線物質53を設けて汚染ガスを分解し、更に吸着装置54を経て送風機55によって処理済の空気を大気中に放出する様になっている。該ガス分解装置5はこの図示に限定されることなく、発生するガスの種類に応じて適切な装置を採用する必要がある。
【0017】
本発明によれば最近次々と開発されている汚染物質分解用微生物や化学分解触媒等を有効に利用することができて、汚染地域における汚染水の溢水を防止し、汚染水の処理と汚染物質の分解によって汚染物質廃棄場又は処理場の拡大を防止することができる。
【図面の簡単な説明】
【図1】汚染物質分解促進用器材の実施例の縦断面図
【図2】微生物の活動範囲の比較図
【図3】汚染物質分解促進用器材の配置例
【図4】排水装置付汚染物質分解促進用器材の実施例の縦断面図
【図5】保水壁材の実施例
【図6】透明蓋の実施例
【図7】空気循環形汚染物質分解促進用器材の実施例
【図8】発生ガス処理装置の実施例
【符号の説明】
1 保水壁材
2 担体
3 サイフォン排水装置
4 蓋
5 ガス処理装置
7 止水壁
11 保水壁材
12 保水壁材
13 保水壁材
14 保水壁材
15 保水壁材
16 内筒
31 サイフォン管
32 注水/エア抜き装置
33 流量調節装置
41〜43 蓋
44 グラスファイバ
45 2重壁
51 ガス管
52 分解装置
53 放射線物質
54 吸着装置
55 送風機
61 地表面
62 地下水位
63 器内水位
64 場外地下水位
65 地下水流
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to the decomposition of pollutants in a pollutant disposal site or treatment plant and the purification of contaminated groundwater containing the same.
[0002]
[Prior art]
Conventionally, only the installation of water-impervious sheets, etc. has been obligatory at pollutant disposal sites or treatment plants, and no measures have been taken regarding the decomposition and treatment of pollutants themselves. If a site or a treatment plant is full, a new site is repeatedly opened, and therefore a former disposal site or a treatment plant that cannot be used in the future occupies a vast area. As a countermeasure against this, a method of embedding a permeation wall in the soil (Japanese Patent Laid-Open No. 5-317850) has been proposed, but an effect on a pollutant dissolved in water cannot be expected, and a measure for maintaining the initial effect is not found. Moreover, even if certainty is expected, pumping up and treating groundwater (JP-A-9-253688) is not practical because it costs more than water supply.
[0003]
[Problems to be solved by the invention]
The purpose is to propose a method that can safely and reliably maintain the effects of pollutants in pollutant disposal or treatment plants.
[0004]
[Means for Solving the Problems]
Install the required number of contaminated soil decomposition promotion devices downstream of the groundwater of the pollutant disposal site or treatment plant partitioned by the water barrier, and approach the relatively large volume of contaminated soil decomposition promotion devices in the downstream of the groundwater. It is a wastewater treatment device at a pollutant disposal site or treatment plant that has been installed. A wastewater treatment device for a pollutant disposal site or a treatment plant provided with a relatively large capacity contaminated soil decomposition promoting device in the section, wherein the contaminated soil decomposition promoting device downstream of the groundwater It is configured to be inserted in a vertical hole so that the upper edge of the equipment slightly protrudes from the ground surface, and is provided in the soil, and a chemical decomposition catalyst or a microorganism is added to, contained in, or contained in the contaminant decomposition promotion equipment. In the soil after holding Excess water is removed and the decomposition of pollutants is promoted. The pollutant decomposition promoting equipment is a water permeable carrier for holding a chemical decomposition catalyst or microorganisms and a wall material for supporting them. , Hydrophilic, water-permeable and formed into a thin-walled cylinder with a large opening at least at the top, while the relatively large-capacity contaminated soil decomposition promoting device at the most downstream of the groundwater It is configured to be inserted in a vertical hole so that the upper edge of the material decomposition promotion equipment slightly protrudes from the ground surface, and is provided in the soil, and a chemical decomposition catalyst or microorganism is added to the contaminant decomposition promotion equipment , After containing or holding, excess water in the soil is eliminated and the decomposition of the pollutant is promoted, and the pollutant decomposition promoting equipment is a water-permeable carrier for holding a chemical decomposition catalyst or microorganisms And wall material to support them It has water retention, hydrophilicity, and water permeability, and has a large opening at the top for charging neutralizing agents, bactericides, activators and other treatment chemicals. A wastewater treatment apparatus for a pollutant disposal site or treatment plant characterized by having a siphon drainage device for discharging treated water into groundwater outside the pollutant disposal site or treatment plant , which has been developed one after another. and the catalyst and chemicals and microorganisms for pollutant decomposition are proposes a equipment for use in the actual contaminants landfills or treatment plants.
[0005]
DETAILED DESCRIPTION OF THE INVENTION
Although embodiments of the present invention will be described, the embodiments of the present invention are extremely diverse, and the disclosure herein is only some representative examples, and as a matter of course, it will be described later. It is not limited to the embodiment shown.
[0006]
The pollutant decomposition promoting device, which is a basic device of the present invention, is embedded in the soil, and therefore needs to be strong enough not to be deformed by water pressure or earth pressure, and constitutes the thin-walled cylindrical device body. It is good when the water-retaining material itself has the necessary strength, but otherwise it is formed by a perforated plate made of a corrosion-resistant material with moderate strength or a combination of a cylindrical frame and a netting material. A structure in which a water-retaining material is arranged inside or outside of the cylindrical body, or a cylindrical body having a similar structure is used as a double wall, and a water-retaining material or a mixture of a water-retaining material and a carrier is filled therebetween. The filling may be powdery, granular or massive.
[0007]
The water-permeable carrier for holding the chemical decomposition catalyst or the microorganisms may be formed in a plate shape along the water retention material, or may be mixed with the water retention material. Alternatively, it may be formed into a plug shape and inserted into a hole provided in a water retaining material or other wall material. Further, it is better if the chemical decomposition catalyst itself can be used as a microorganism carrier.
[0008]
In short, it must be a thin-walled cylindrical pollutant degradation promoting device formed of a wall material consisting of a chemical decomposition catalyst supported by a water-retaining material or a water-permeable carrier for holding microorganisms. It ’s fine. Here, the cylindrical shape is not limited to a cylinder or a tube, and any cross-sectional shape may be used, and any shape such as a rectangle, a triangle, or a rhombus may be used. There may be. Furthermore, the side shape may be a conical shape or an elongated trapezoidal shape that tapers downward, or a combination thereof. When there is no bottom, it is desirable that the lower end of the thin cylindrical body extends to the vicinity of the water blocking wall. This is because it is necessary that only the moisture is held at the inner lower portion of the cylindrical body.
[0009]
The thin wall here means that the wall thickness of the cylinder wall is relatively thin compared to the opening area of the upper large opening, and conversely the large opening is relative to the opening area compared to the wall thickness of the cylinder wall. Means big.
[0010]
It is advisable to provide an appropriate mesh wire mesh or lattice in the upper large opening in order to prevent foreign matter from dropping or being buried. Also, if a lid is provided on the upper large opening, rainwater does not enter the equipment body directly, so that the decomposition effect in the body can be maintained, and the lid can be made transparent or translucent, or further collected. If it is set as the structure which has a light effect, the temperature in this apparatus main body will rise and the decomposition effect will improve. Hereinafter, typical embodiments will be described with reference to the drawings.
[0011]
FIG. 1 shows one embodiment of a contaminated soil decomposition promoting device. A pollutant decomposition promoting device composed of the water retaining wall material 1 is inserted into a vertical hole provided on the ground surface 61. Although the standing hole may be bare digging, it is desirable to provide a frame or the like so that the water retaining wall material 1 can be easily put in and out.
[0012]
Although the carrier 2 is enclosed in the water retaining wall material 1 in the figure, it has a function of holding the chemical decomposition catalyst or the microorganism as described above, and the water absorption is such that moisture is always supplied and held in that place. Any structure having water retention, hydrophilicity and the like may be used. If the contaminated soil decomposition promoting device is installed in a contaminated area, the water that penetrates the water retaining wall material 1 and enters the device main body keeps the entire water retaining wall material 1 moist. The water evaporates from both the water retaining wall material 1 and the contaminants are concentrated inside the device main body, and the decomposition of the contaminants in the carrier 2 is promoted. At the same time, since there is an effect of removing moisture in the contaminated area, the risk of contaminated water overflowing from the water blocking wall 7 is reduced. Microorganisms in the natural world are aerobic and anaerobic, but the effect is limited to A near the ground surface 61 in FIG. 2 and the anaerobic one limited to B near the groundwater level 62. After all, the decomposition of the pollutant hardly progresses, but in the present invention, the range of C by the carrier 2 functions as an aerobic activity range, so the decomposition of the pollutant is promoted. A catalyst can also be used effectively.
[0013]
FIG. 3 shows an arrangement example in a pollutant disposal site or treatment plant. A necessary number of contaminated soil decomposition promoting devices (water retaining wall materials 1) are arranged at appropriate intervals in the disposal site or the treatment site. A contaminated soil decomposition promoting device (water retaining wall material 11) equipped with the drainage device 3 is disposed on the downstream side of the groundwater in the disposal site or the treatment site. 3 and 4, a siphon drainage device 3 including a siphon pipe 31, a water injection / air venting device 32, and a flow rate adjustment device 33 is employed as the drainage device. According to this drainage device, no special power is required, and if the siphon effect is established after confirming the water quality in the vessel, the drainage device is automatically drained. When the internal water quality does not reach the desired value, a neutralizer, disinfectant, activator, or other necessary chemicals are added as necessary water treatment agents, and the water quality reaches a predetermined value. After confirming that the drainage operation has been performed, the drainage operation is performed. Since it is discharged into groundwater outside the site after sufficient water treatment, it is possible to prevent pollution water from overflowing from the disposal site or treatment site and causing pollution due to the effect of positive evaporation.
[0014]
FIG. 5 shows various shapes other than the cylindrical water retaining wall material (1, 11). 12 is a conical shape, 13 is a trapezoidal shape, and 15 is a composite shape, both of which have a large area at the top large opening and are easy to enter sunlight, so it is effective when using microorganisms that require photocatalysts or light rays. It is. Further, 14 is a combined cylindrical and conical shape, and is effective when the length of the water retaining wall material needs to be increased as in the case of 15.
[0015]
FIG. 6 is an embodiment in which a lid is provided on the large opening of the water retaining wall material, both of which are formed of a transparent or translucent material, which raises the internal temperature and promotes evaporation and decomposition. is there. 41 is a convex lens, 42 is a fish-eye lens, and is more effective due to its light condensing effect. 43 further introduces a light beam to the lower part where the light beam is difficult to reach by combining it with a glass fiber 44. It is more effective for those that need light. FIG. 7 effectively utilizes the internal temperature rise to promote natural circulation of air and promote evaporation. Inside the water retaining wall material 1, an inner cylinder 16 having a large number of ventilation holes is inserted. In the upper part, a transparent lid 41 is provided. According to this apparatus, the air temperature decreases due to the evaporation of moisture in the gap between the water retaining wall material 1 and the inner cylinder 16, so that a downward flow of air is generated. Since an upward flow is generated, the natural circulation of air is strengthened and the evaporation of moisture is promoted.
[0016]
FIG. 8 shows an apparatus when harmful gas is generated. In this example, the transparent lid 41 is provided close to the ground surface 61, and the upper part thereof is a double wall 45, which has a heat retaining effect. A gas pipe 51 for sucking the generated gas from the inside of the lid 41 is provided and introduced into the gas processing apparatus 5. In the figure, the gas treatment device 5 is provided with a radioactive substance 53 inside the decomposition device 52 to decompose the pollutant gas, and further, the air treated by the blower 55 is released into the atmosphere via the adsorption device 54. The gas decomposition apparatus 5 is not limited to this illustration, and it is necessary to employ an appropriate apparatus according to the type of gas generated.
[0017]
According to the present invention, microorganisms for decomposing pollutants and chemical decomposition catalysts that have been developed one after another can be effectively used to prevent the overflow of contaminated water in the contaminated area, and the treatment of contaminated water and pollutants The decomposition of the pollutant disposal site or the treatment plant can be prevented by decomposing.
[Brief description of the drawings]
[Fig. 1] Longitudinal cross-sectional view of an embodiment of equipment for promoting the degradation of pollutants [Fig. 2] Comparison of the range of activity of microorganisms [Fig. 3] Example of arrangement of equipment for promoting the degradation of pollutants [Fig. 4] Pollutants with drainage devices Fig. 5: Example of water retaining wall material [Fig. 6] Example of transparent lid [Fig. 7] Example of air circulation type pollutant decomposition promoting device [Fig. 8] Example of generated gas treatment equipment 【Explanation of symbols】
DESCRIPTION OF SYMBOLS 1 Water retaining wall material 2 Carrier 3 Siphon drainage device 4 Lid 5 Gas treatment device 7 Water stop wall 11 Water retaining wall material 12 Water retaining wall material 13 Water retaining wall material 14 Water retaining wall material 15 Water retaining wall material 16 Inner cylinder 31 Siphon pipe 32 Water injection / air Extraction device 33 Flow rate adjustment device 41 to 43 Lid 44 Glass fiber 45 Double wall 51 Gas pipe 52 Decomposition device 53 Radiation material 54 Adsorption device 55 Blower 61 Ground surface 62 Ground water level 63 Internal water level 64 Outside ground water level 65 Groundwater flow

Claims (4)

止水壁によって仕切られた汚染物質廃棄場又は処理場の地下水下流側に汚染土壌分解促進装置を必要数設置し、地下水最下流部には比較的大容量の汚染土壌分解促進装置を接近して設けた汚染物質廃棄場又は処理場の排水処理装置であって、Install the required number of contaminated soil decomposition promotion devices downstream of the groundwater of the pollutant disposal site or treatment plant partitioned by the water barrier, and approach the relatively large volume of contaminated soil decomposition promotion devices in the downstream of the groundwater. A wastewater treatment device for a pollutant disposal site or a treatment plant,
前記地下水下流側の汚染土壌分解促進装置は、汚染物質分解促進用器材の上縁がわずかに地表面上に突出するように立穴中に挿入して土中に設けられて構成され、前記汚染物質分解促進用器材に化学分解触媒又は微生物を添加、含有又は保持させた後、土壌中の過剰水分を排除し、汚染物質の分解を促進するものであり、前記汚染物質分解促進用器材は、化学分解触媒又は微生物を保持する為の透水性担体とそれらを支持するための壁材で保水性、親水性、透水性を有し少なくとも上部に大開口部を有する薄肉筒状に形成されるものである一方、  The apparatus for promoting the degradation of contaminated soil on the downstream side of the groundwater is configured to be provided in the soil by inserting it into a vertical hole so that the upper edge of the equipment for promoting the degradation of pollutants slightly protrudes from the ground surface. After adding, containing or retaining a chemical decomposition catalyst or microorganism to the material decomposition promoting equipment, excess moisture in the soil is eliminated and the decomposition of the pollutant is promoted. A water-permeable carrier for holding a chemical decomposition catalyst or microorganisms and a wall material for supporting them, which are formed into a thin-walled cylinder having water retention, hydrophilicity, and water permeability and having a large opening at least at the top. While
前記地下水最下流部の、比較的大容量の汚染土壌分解促進装置は、汚染物質分解促進用器材の上縁がわずかに地表面上に突出するように立穴中に挿入して土中に設けられて構成され、前記汚染物質分解促進用器材に化学分解触媒又は微生物を添加、含有又は保持させた後、土壌中の過剰水分を排除し、汚染物質の分解を促進するものであり、前記汚染物質分解促進用器材は、化学分解触媒又は微生物を保持する為の透水性担体とそれらを支持するための壁材で保水性、親水性、透水性を有し少なくとも上部に中和剤、殺菌剤、活性剤その他の処理用薬剤を投入する為の大開口部を有し、そこで必要な水質が確認されたときに汚染物質廃棄場又は処理場外の地下水中に被処理水を放流するためのサイフォン式排水装置を有することを特徴とする汚染物質廃棄場又は処理場の排水処理装置。  The relatively large-capacity polluted soil degradation promoting device at the most downstream part of the groundwater is installed in the soil by inserting it into a vertical hole so that the upper edge of the pollutant degradation promoting equipment slightly protrudes from the ground surface. After the chemical decomposition catalyst or microorganism is added to, contained in or retained in the pollutant decomposition promotion equipment, the excess moisture in the soil is eliminated, and the decomposition of the pollutant is promoted. Material decomposition promotion equipment is a water-permeable carrier for holding a chemical decomposition catalyst or microorganisms and a wall material for supporting them, and has water retention, hydrophilicity, water permeability, neutralizing agent, disinfectant at least at the top A siphon for discharging treated water into a pollutant disposal site or groundwater outside the treatment plant when the necessary water quality is confirmed there, in order to throw in an active agent or other treatment chemical Characterized by having a drainage device Dyed material landfills or treatment plants of waste water treatment equipment.
前記地下水下流側の汚染土壌分解促進装置は、前記大開口部の上に、透明あるいは半透明材料で形成された蓋を設け、内部の温度を上昇させ、蒸発と分解を促進するものである請求項1記載の汚染物質廃棄場又は処理場の排水処理装置。The apparatus for promoting degradation of contaminated soil on the downstream side of groundwater is provided with a lid formed of a transparent or translucent material on the large opening to increase the internal temperature and promote evaporation and decomposition. Item 1. A wastewater treatment apparatus for a pollutant disposal site or treatment plant according to item 1. 前記地下水下流側の汚染土壌分解促進装置は、保水壁材の内側に、多数の通気孔を下部に有し上部に外気との連通口を有する内筒が挿入され、上部に透明の蓋が設けられ前記内筒の上部との間に外気との、別の連通口を有する請求項1記載の汚染物質廃棄場又は処理場の排水処理装置。In the apparatus for promoting the degradation of contaminated soil on the downstream side of the groundwater, an inner cylinder having a number of ventilation holes in the lower part and a communication port with outside air is inserted in the upper part, and a transparent lid is provided in the upper part. The wastewater treatment apparatus for a pollutant disposal site or a treatment plant according to claim 1, further comprising another communication port with outside air between the upper portion of the inner cylinder. 前記地下水下流側の汚染土壌分解促進装置は、透明蓋を地表面に接近して設け、更にその上部は保温効果を有する2重壁とされ、前記透明蓋の下部から発生ガスをガス管を通じてガス処理装置に導入する構成され、The apparatus for promoting the degradation of contaminated soil on the downstream side of the groundwater is provided with a transparent lid close to the ground surface, and the upper part of the device is a double wall having a heat retaining effect. Configured to be introduced into the processing equipment,
前記ガス処理装置は、内部に放射線物質を設けて汚染ガスを分解し、更に吸着装置を経て送風機によって処理済の空気を大気中に放出することを特徴とする請求項1に記載の汚染土壌分解促進装置。  The contaminated soil decomposition according to claim 1, wherein the gas treatment device decomposes contaminated gas by providing a radioactive substance therein, and further releases air treated by a blower through an adsorption device to the atmosphere. Promotion device.
JP2000272988A 2000-09-08 2000-09-08 Contaminant decomposition promotion equipment and promotion method Expired - Fee Related JP4580077B2 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02164936A (en) * 1988-12-19 1990-06-25 Ohbayashi Corp Purifying method for underground contaminated water
JPH0796289A (en) * 1993-09-29 1995-04-11 Canon Inc Apparatus and method for purifying contaminated ground water due to soil contamination
JPH07265889A (en) * 1994-03-29 1995-10-17 Canon Inc Method for purifying polluted underground water
JPH0812033A (en) * 1994-06-29 1996-01-16 P F C:Kk Harmful substance leak preventing structure for refuse buried place
JPH11303153A (en) * 1998-04-20 1999-11-02 Hiroshi Igarashi Underground water intake device and circulating type water treatment method and device therefor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02164936A (en) * 1988-12-19 1990-06-25 Ohbayashi Corp Purifying method for underground contaminated water
JPH0796289A (en) * 1993-09-29 1995-04-11 Canon Inc Apparatus and method for purifying contaminated ground water due to soil contamination
JPH07265889A (en) * 1994-03-29 1995-10-17 Canon Inc Method for purifying polluted underground water
JPH0812033A (en) * 1994-06-29 1996-01-16 P F C:Kk Harmful substance leak preventing structure for refuse buried place
JPH11303153A (en) * 1998-04-20 1999-11-02 Hiroshi Igarashi Underground water intake device and circulating type water treatment method and device therefor

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