JPH08309333A - Wastewater treatment method in industrial waste treatment facility and industrial waste treatment facility - Google Patents

Wastewater treatment method in industrial waste treatment facility and industrial waste treatment facility

Info

Publication number
JPH08309333A
JPH08309333A JP30383195A JP30383195A JPH08309333A JP H08309333 A JPH08309333 A JP H08309333A JP 30383195 A JP30383195 A JP 30383195A JP 30383195 A JP30383195 A JP 30383195A JP H08309333 A JPH08309333 A JP H08309333A
Authority
JP
Japan
Prior art keywords
leachate
sewage
wastewater
industrial waste
treatment facility
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
JP30383195A
Other languages
Japanese (ja)
Inventor
Chukei Hara
忠敬 原
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP30383195A priority Critical patent/JPH08309333A/en
Publication of JPH08309333A publication Critical patent/JPH08309333A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • Y02W30/00Technologies for solid waste management
    • Y02W30/30Landfill technologies aiming to mitigate methane emissions

Landscapes

  • Processing Of Solid Wastes (AREA)
  • Heat Treatment Of Water, Waste Water Or Sewage (AREA)

Abstract

PURPOSE: To completely prevent wastewater from flowing outside a facility by a method in which a wastewater channel or a wastewater tank for storing wastewater is installed inside the bottom part of a water impermeable material, wastewater extracted from the channel or the tank is mixed with quick lime and cement to cause evaporation and coagulation. CONSTITUTION: An industrial waste treatment facility 1 is constituted by covering the periphery 21 and bottom part 22 of a dumping site 2 with a water impermeable material 3. A wastewater channel 5 for storing wastewater 4 is formed inside the bottom part of the material 3. A submersible pump 9 is installed in the water collection part of the channel 5, and the wastewater 4 is extracted upward by a wastewater extraction hose 10 which is connected with the channel 5. Waste 13 is placed in the bottom part and covered with intermediate covering earth 14. Besides, when the channel 5 is filled with the wastewater 4, it is extracted above the earth 14 by the pump 9. The wastewater 4 is mixed with quick lime 15 in a mixing tank 12 to evaporate and remove water. The obtained hydrated lime 16 is used, for example, for landfill as waste.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、産業廃棄物処理施
設、及び産業廃棄物処理施設における汚水や浸出水の処
理方法に係わり、汲み出した汚水や浸出水を加熱や化学
反応で蒸発させ或いは凝結して消費させて処理するもの
に関する。また反応により生じる消石灰を加熱により逆
消化して生石灰を回収するものに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an industrial waste treatment facility and a method for treating sewage or leachate in an industrial waste treatment facility, wherein the pumped sewage or leachate is evaporated or condensed by heating or a chemical reaction. And then consume and process. The present invention also relates to a method in which quick lime is recovered by reversely digesting slaked lime generated by the reaction by heating.

【0002】[0002]

【従来の技術】産業廃棄物は活発な産業活動の結果全国
的に増大する一方であるが、その処理は最終的には埋め
立てにより行なわれる。しかし最近では、廃棄物から生
じる汚水や廃棄物に降り注いだ雨水が廃棄物中の有害物
質を流下させるため周囲住民の反対が大きく、産業廃棄
物処理施設(埋め立て処分場)の新増設は極めて困難に
なってきている。
2. Description of the Related Art Industrial wastes are increasing nationwide as a result of active industrial activities, but the final disposal is done by landfill. However, recently, the sewage generated from waste and the rainwater that has poured into the waste flow down harmful substances in the waste, and there is a great deal of opposition from the surrounding residents, making it extremely difficult to newly build an industrial waste treatment facility (landfill disposal site). Is becoming.

【0003】[0003]

【発明が解決しようとする課題】そのため、管理型処分
場(安定5品目以外の物が対象)や遮断型処分場(有害
物質を含む物が対象)では、汚水や雨水を場内で浄化処
理する方向に向かっている。しかし、浄化処理は場所と
時間と人手がかかり、その維持コストはかなりのものと
なる。しかも、完全に浄化することは不可能であるし、
処分場の破損箇所からの侵出水は地下水に混入してその
まま流下する危険性がある。また、建築廃材やプラスチ
ック廃材等の所謂安定5品目を対象とする安定型処分場
でも、最近では排出水に対するアレルギーが大きく、同
様の問題が生じている。
Therefore, in a management type disposal site (objects other than stable 5 items are targeted) or a block type disposal site (objects containing harmful substances are targeted), sewage and rainwater are purified on site. Heading in the direction. However, the purification treatment requires space, time and labor, and its maintenance cost is considerable. Moreover, it is impossible to completely purify,
There is a risk that the leachate from the damaged part of the disposal site will be mixed with the groundwater and flow down as it is. Further, even in stable disposal sites for so-called stable 5 items such as construction waste materials and plastic waste materials, recently, allergies to discharged water are large, and the same problem occurs.

【0004】[0004]

【課題を解決するための手段】そこで本発明者は鋭意研
究した結果本発明を完成させたものであり、その特徴と
するところは、産業廃棄物処理施設から排出される汚水
を、生石灰やセメントと混合して蒸発或いは消費させる
ところにある。或いは、廃油や廃タイヤ等を熱源として
蒸発させ、余剰の汚水を生石灰やセメントと混合して蒸
発或いは消費させるところにある。尚、反応の結果生じ
た消石灰を、廃油や廃タイヤ等を熱源として逆消化して
生石灰を回収し、繰り返し使用するところにある。その
結果、汚水は場外へ一滴も流出されないし、得られた消
石灰やセメントペースト或いはモルタルは処理施設の周
囲に配置すれば、不透水性素材の働きもする。また不透
水性素材の補修材としても使用できる。尚、生石灰に汚
水や侵出水をともに少量の硫酸を添加すれば石膏が得ら
れ、有害物質の封止や不透水性が更に良好に行なわれ
る。
The inventors of the present invention have completed the present invention as a result of diligent research. The feature of the present invention is that wastewater discharged from an industrial waste treatment facility is treated with quicklime or cement. It is about to be mixed with and evaporated or consumed. Alternatively, the waste oil or the waste tire is evaporated as a heat source, and the excess waste water is mixed with quicklime or cement to be evaporated or consumed. The slaked lime produced as a result of the reaction is back-digested using waste oil, waste tires, etc. as a heat source to recover quick lime, which is repeatedly used. As a result, a single drop of sewage does not flow out of the site, and if the obtained slaked lime, cement paste or mortar is placed around the treatment facility, it also functions as an impermeable material. It can also be used as a repair material for impermeable materials. Gypsum can be obtained by adding a small amount of sulfuric acid to lime and sewage or leachate, and sealing of harmful substances and impermeability can be further improved.

【0005】更に本発明では、産業廃棄物処理施設を構
成する不透水性素材の一部が万一破損した場合、該破損
箇所からの浸出水を集水して同様に処理するものであ
る。また本発明では、装置全体或いはその一部分を屋根
で覆って雨水の流入を防止或いは削減して、汚水の増大
を防止する。
Further, according to the present invention, when a part of the impermeable material constituting the industrial waste treatment facility is damaged, the leachate from the damaged part is collected and treated in the same manner. Further, in the present invention, the entire device or a part thereof is covered with a roof to prevent or reduce the inflow of rainwater and prevent an increase in dirty water.

【0006】以下、本発明方法を説明する。本発明にお
いて産業廃棄物処理施設とは、平地に穿った穴や谷間を
利用しその周囲及び底部を不透水性素材で覆って構成し
た埋め立て式のものである。そして、不透水性素材の底
部内側に汚水を溜める汚水溝或いは汚水タンクを設置す
る。不透水性素材としては、施工の便宜及びコストの面
からゴムシートやのプラスチックシートが好ましいが、
勿論これに限定されるものではなく、コンクリート等で
構成してもよい。また、本発明を実施することにより得
られる消石灰や石膏、或いはセメントペーストやモルタ
ルも、不透水性素材自体或いはその補助材(補強材)と
して利用できる。消石灰や石膏は製品を使用してもよ
い。補助材に使用する場合は、シートの上から施行する
が、特にシートの継ぎ目部分の補強に役立つ。継ぎ目部
は、エポキシ樹脂やポリエステル樹脂とガラス繊維を用
いて、現場施行のFRPで補強すると強度や防水性は更
に向上する。
The method of the present invention will be described below. In the present invention, the industrial waste treatment facility is a landfill type facility in which holes and valleys formed in a flat land are used and the periphery and bottom are covered with an impermeable material. Then, a sewage groove or a sewage tank for collecting sewage is installed inside the bottom of the impermeable material. As the impermeable material, a rubber sheet or a plastic sheet is preferable from the viewpoint of construction convenience and cost,
Of course, it is not limited to this, and may be made of concrete or the like. Further, slaked lime or gypsum obtained by carrying out the present invention, or cement paste or mortar can also be used as the impermeable material itself or an auxiliary material (reinforcing material) thereof. Slaked lime or gypsum may use the product. When used as an auxiliary material, it is applied from above the sheet, but it is particularly useful for reinforcing the seam portion of the sheet. The joint and seam are made of epoxy resin or polyester resin and glass fiber, and if they are reinforced by FRP applied on site, the strength and waterproof property are further improved.

【0007】産業廃棄物処理施設の設置方法は、まず、
適宜な大きさの谷間を選んだり平地に穴を穿った後、底
部やその近傍の周囲を不透水性素材で覆う。汚水溝や汚
水タンクは、底部の該当箇所に予め溝や小穴を設けて構
成する。溝や小穴は、テーパ状にした底部の低い部分に
設けるとよい。溝の本数や小穴の数は、産業廃棄物処理
施設の面積や形状により適宜決定する。汚水溝や汚水タ
ンクは礫で覆うとか多孔プラスチックパイプを用いる或
いは籠を埋めるなどして、廃棄物で埋まらないようにす
る。この状態で廃棄物を投入し、或る厚みになったら中
間覆土を被せる。底部の内側には集水シートや礫層を敷
設して、スムースに集水させるようにしてもよい。
First, the method for installing the industrial waste treatment facility is as follows.
After selecting an appropriate size of the valley or making a hole in the flat ground, the bottom and its vicinity are covered with an impermeable material. The sewage ditch and sewage tank are constructed by providing a groove and a small hole in advance at the relevant location on the bottom. The groove or the small hole is preferably provided in the lower portion of the tapered bottom portion. The number of grooves and the number of small holes are appropriately determined according to the area and shape of the industrial waste treatment facility. The sewage ditch and sewage tank should be covered with gravel, use a perforated plastic pipe, or fill a basket to prevent it from being filled with waste. Waste is thrown in in this state, and when it reaches a certain thickness, the intermediate soil is covered. A water collecting sheet or a gravel layer may be laid inside the bottom portion to smoothly collect water.

【0008】この前後の時点で、汚水溝の低いところや
汚水タンクに水が溜まっておれば、汚水引抜管を通して
引抜いて生石灰やセメントと混合する。この汲み上げ
は、水中ポンプを用いるのが最も好ましい。水中ポンプ
は、汚水溝に汚水が溜まったのを検知して自動的に作動
するタイプのものが便利である。或いは、センサーを投
入しておいて汚水が溜まれば地上のランプが点灯するよ
うにしておき、手動でポンプを作動させるようにしても
よい。汚水引抜管は、中間覆土との関係で継足し式の構
造とすると取扱が便利である。汚水を生石灰と混合する
と、下記のような反応で反応熱が発生し、20〜30分
後に消石灰となる(消化)。 H2 O + CaO → Ca(OH)2 + 15,500 c
al/mol また、反応熱は100〜300℃にもなり、反応に要す
る量以外に多量の水分を蒸発させる。消石灰は、汚水中
の有害金属等を抱き込んで固形化する。汚水をセメント
と混合してセメントペーストやモルタルにし、凝結水と
して消費させてもよい。また、消石灰を使用する場合、
一定割合で硫酸を添加すると、石膏(CaSo4 )が得
られ、有害物質や臭気の封止及び不透水性が更に良好に
なる。得られた消石灰や石膏、セメントペースト(砂を
加えてモルタル)は、不透水性素材として有効使用す
る。この場合、埋め立て途中の側面に使用したり、破損
箇所の補修に使用する。
Before and after this, if water is accumulated in the low part of the sewage groove or in the sewage tank, it is drawn out through the sewage drawing pipe and mixed with quicklime and cement. Most preferably, a submersible pump is used for this pumping. It is convenient for the submersible pump to be of a type that automatically detects when sewage has accumulated in the sewage channel. Alternatively, when the sensor is turned on and the dirty water is accumulated, the lamp on the ground may be turned on and the pump may be manually operated. It is convenient to handle the drainage pipe by adding it in relation to the intermediate soil cover. When sewage is mixed with quick lime, reaction heat is generated by the following reaction and becomes slaked lime after 20 to 30 minutes (digestion). H 2 O + CaO → Ca (OH) 2 + 15,500 c
al / mol Further, the heat of reaction reaches 100 to 300 ° C., and a large amount of water is evaporated in addition to the amount required for the reaction. Slaked lime embraces harmful metals in wastewater and solidifies. Sewage may be mixed with cement to form cement paste or mortar, which may be consumed as condensation water. Also, when using slaked lime,
When sulfuric acid is added at a constant ratio, gypsum (CaSo 4 ) is obtained, and sealing of harmful substances and odors and water impermeability are further improved. The obtained slaked lime, gypsum and cement paste (mortar with sand added) are effectively used as an impermeable material. In this case, it is used on the side surface in the middle of landfill or for repairing damaged parts.

【0009】或いは、汚水や侵出水を、直接加熱蒸発さ
せてもよい。一部だけ蒸発させ、残りの汚濁物質を含ん
だ水のみを、前記の生石灰やセメントと反応させて消費
してもよい。熱源として、廃油や廃タイヤを使用する
と、さらなる廃棄物の有効利用が促進される。また、生
石灰の消化反応の結果生じた消石灰を、廃油や廃タイヤ
の燃焼熱を利用して加熱し、逆消化をさせて生石灰を回
収させることもできる。この回収した生石灰を再度反応
に利用すると、生石灰の消費量を減少させることができ
る。
Alternatively, sewage or leachate may be directly heated and evaporated. It is also possible to evaporate only a part of the water, and only water containing the remaining pollutants may be reacted with the quicklime or cement and consumed. The use of waste oil and tires as a heat source promotes effective use of further waste. In addition, slaked lime produced as a result of the digestion reaction of quick lime can be heated by utilizing the combustion heat of waste oil or waste tire, and can be reversely digested to recover quick lime. If the recovered quicklime is reused for the reaction, the quicklime consumption can be reduced.

【0010】汚水は、廃棄物から漏れ出るものや、空気
中の水分が凝縮したものなどであるが、量的に最も多い
のは雨水に起因するものである。そこで、装置全体或い
はその一部を、屋根で覆って雨水の侵入を防止すると、
処理対象となる汚水が大幅に減少する。屋根の構造は如
何なるものでもよいが、大型になるため成るべく軽量な
もの例えばシート張り等が好ましい。廃棄に便利なよう
に開閉式にしておくとよい。また、埋め立ては順次底の
方からおこなわれるので、屋根自体も順次持ち上げるよ
うにしてもよいし、当初から産業廃棄物処理施設の上面
を覆うようにしておいてもよい。何れの場合も、雨水は
施設の外周に設けた排水溝等に導く。
The sewage is water that leaks from wastes, water in the air is condensed, and the like, but the largest quantity is due to rainwater. Therefore, if you cover the whole device or part of it with a roof to prevent rainwater from entering,
Wastewater to be treated is greatly reduced. The roof may have any structure, but since it is large, it is preferably as light as possible, for example, sheet covering. It is recommended to keep it openable for convenient disposal. Further, since the landfill is sequentially performed from the bottom, the roof itself may be sequentially lifted or the upper surface of the industrial waste treatment facility may be covered from the beginning. In either case, the rainwater is guided to the drains, etc. provided around the facility.

【0011】次に、浸出水の処理に付いて説明する。本
発明の産業廃棄物処理施設は、その底部や周囲を不透水
性素材で裏打ちしているが、その破損箇所や継ぎ目など
から汚水が施設外、特にその下方に浸出する可能性は存
在する。そこで、底部の下方をさらに不透水性保護材で
覆い、該保護材内側に浸出水を溜める浸出水溝や浸出水
タンクを設置する。そして、該タンクから引抜いた浸出
水を上記汚水と同様に生石灰やセメントと混合して処理
する。不透水性保護材としては、前記同様にプラスチッ
クシートやコンクリートを使用する。尚、不透水性保護
材を設置する位置が地下水位よりも低いと該部分に地下
水が溜まるので、地下水位置よりも高い位置に該施設の
底部や不透水性保護材を位置させる必要がある。
Next, the treatment of the leachate will be described. In the industrial waste treatment facility of the present invention, the bottom and the periphery thereof are lined with an impermeable material, but there is a possibility that sewage will seep out of the facility, especially below it, from the damaged parts and joints. Therefore, the bottom of the bottom is further covered with a water-impermeable protective material, and a leachate groove or a leachate tank for storing leachate is provided inside the protective material. Then, the leachate extracted from the tank is mixed with quicklime or cement in the same manner as the sewage and treated. As the impermeable protective material, a plastic sheet or concrete is used as described above. If the position where the impermeable protection material is installed is lower than the groundwater level, groundwater accumulates in that part, so it is necessary to position the bottom of the facility or the impermeable protection material at a position higher than the groundwater position.

【0012】[0012]

【発明の実施の形態】次に、本発明を図面に示す実施の
形態に基づいて、詳細に説明する。図1は、本発明に係
わる産業廃棄物処理施設1の一例を示す断面図である。
この施設1は、谷間や平地に掘設した穴からなる埋め立
て地2の周囲21及び底部22を、プラスチックシート
からなる不透水性素材3で覆って構成したものである。
尚、当初は周囲21の下部のみが不透水性素材3で覆わ
れていてもよい。また不透水性素材3の底部内側に汚水
4を溜める汚水溝5を設置する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, the present invention will be described in detail based on the embodiments shown in the drawings. FIG. 1 is a sectional view showing an example of an industrial waste treatment facility 1 according to the present invention.
This facility 1 is constructed by covering a surrounding area 21 and a bottom portion 22 of a landfill 2 made of a hole dug in a valley or a flat land with an impermeable material 3 made of a plastic sheet.
Initially, only the lower part of the periphery 21 may be covered with the impermeable material 3. Further, a sewage groove 5 for storing sewage 4 is provided inside the bottom of the impermeable material 3.

【0013】溝5は、装置1の中央部分で低くして、こ
こに汚水を集めて引き抜く様にすると良い。この部分に
汚水タンクを設けてもよい。溝5を設けず、汚水タンク
のみを設けてもよい。溝5や汚水タンクの数や配置は、
装置全体の形状や大きさにより適宜決定する。溝5や汚
水タンクは、目詰まり防止のために上部に礫6を充填
し、その上をプラスチックやステンレス製の網7で覆う
とよい。底部22に集水シート8を配置すると、集水が
よりスムースに行われる。汚水溝5の集水部分に水中ポ
ンプ9を設置し、これに連なる汚水引抜きホース10で
汚水を上方に引き抜く。水中ポンプ9と汚水引抜きホー
ス10を、汚水引抜管11の内部に出し入れ自在に収納
しておくと、水中ポンプ9の手入れに便利である。水中
ポンプ9は、汚水溝5に一定量の汚水4が溜まったこと
を検知して、自動的に汚水引き抜きをさせるようにして
もよい。汚水引抜管11は、埋め立てが進むにつれて継
ぎ足して長くするようにしておく。汚水引抜きホース1
0の先端は、適宜箇所に設置された混合槽12に導かれ
る。
It is advisable to lower the groove 5 in the central portion of the device 1 so that the dirty water is collected and extracted there. You may provide a dirty water tank in this part. The groove 5 may not be provided, and only the dirty water tank may be provided. The number and arrangement of the grooves 5 and sewage tank are
It is determined appropriately according to the shape and size of the entire device. In order to prevent clogging, the groove 5 and the dirty water tank may be filled with gravel 6 and covered with a net 7 made of plastic or stainless steel. By arranging the water collecting sheet 8 on the bottom portion 22, water can be collected more smoothly. An underwater pump 9 is installed in the water collecting portion of the dirty water groove 5, and the dirty water is drawn upward by a dirty water drawing hose 10 connected to this. It is convenient to clean the submersible pump 9 if the submersible pump 9 and the sewage drain hose 10 are stored in the sewage drain pipe 11 so that they can be freely taken out and put in. The submersible pump 9 may detect that a certain amount of the dirty water 4 has accumulated in the dirty water groove 5 and automatically drain the dirty water. The sewage drainage pipe 11 is added so that it becomes longer as the landfill progresses. Sewage drain hose 1
The leading end of 0 is guided to the mixing tank 12 installed at an appropriate location.

【0014】本発明の産業廃棄物処理施設1の利用に当
たっては、廃棄物13は当初装置の底部部分に投棄さ
れ、一定量溜まるとその上に中間覆土14を被せる。続
いて同様の操作を繰り返し、装置が満杯になった時点で
最終覆土を被せてその装置の利用を停止する。一方、あ
る期間経過して汚水溝5や汚水タンクに汚水4が溜まる
と(中間覆土6を設ける前でもよい)、水中ポンプ9で
これを中間覆土14よりも上方に引き抜く。引き抜かれ
た汚水4を、混合槽12で生石灰15と混合して水分を
蒸発除去させる。得られた消石灰16はそのまま廃棄物
として埋め立ててもよいし、不透水性素材として周囲に
塗り込んでもよい。石灰に硫酸を加えると、石膏がえら
れ、より強固な不透水性素材となる。生石灰に代えて或
いはこれに加えて、セメントを使用してもよい。
In using the industrial waste treatment facility 1 of the present invention, the waste 13 is initially dumped at the bottom of the apparatus, and when a certain amount is collected, the intermediate soil 14 is covered on it. Then, the same operation is repeated, and when the device is full, the final soil is covered and the use of the device is stopped. On the other hand, when the sewage 4 or the sewage tank accumulates the sewage 4 after a certain period of time (before the provision of the intermediate cover soil 6), the submersible pump 9 pulls it out above the intermediate cover soil 14. The drained sewage 4 is mixed with quicklime 15 in the mixing tank 12 to evaporate and remove water. The obtained slaked lime 16 may be landfilled as waste as it is, or may be applied to the surroundings as an impermeable material. When sulfuric acid is added to lime, gypsum is obtained and it becomes a stronger and impermeable material. Cement may be used instead of or in addition to quicklime.

【0015】尚、図に示す埋め立て地2の上端周囲に
は、管理用道路17や表流水排水溝18が設けられてい
る。また屋根19は、シートやテント地30をロープ3
1で支持したもので、その端部は表流水排水溝18の上
方に位置させてある。このようにすると、雨水は汚水に
ならないため管理コストが低減できる。
A management road 17 and a surface water drainage groove 18 are provided around the upper end of the landfill 2 shown in the figure. In addition, the roof 19 is a sheet 3
1 and its end is located above the surface water drainage groove 18. By doing this, the management cost can be reduced because rainwater does not become dirty water.

【0016】次に図2は、侵出水32をも同様に無排出
処理する産業廃棄物処理施設の他の例を示す。この施設
33では、図1のものに加えて更にその底部22より下
方に、プラスチックシートからなる不透水性保護材34
を設置する。そしてその中央部近傍に浸出水溝35を設
置し、汚水の場合と同様に水中ポンプ36と浸出水引抜
きホース37を通じて混合槽12に浸出水32を引抜
く。符号38は浸出水引抜管である。尚、この場合は特
に底部22はもとより不透水性保護材34の設置位置
が、地下水位ULよりも高い位置にある必要がある。こ
の不透水性保護材の内側に溜まる浸出水32は、不透水
性素材の破れ目や継ぎ目から漏れたものであり、本来溜
まるべきものではない。従って、水中ポンプ36は水を
検知して自動的に作動するタイプのものが便利である。
Next, FIG. 2 shows another example of the industrial waste treatment facility which also treats the leachate 32 in the same manner without emission. In this facility 33, in addition to that shown in FIG.
Is installed. Then, a leachate groove 35 is installed in the vicinity of the central portion thereof, and the leachate 32 is drawn into the mixing tank 12 through the submersible pump 36 and the leachate drawing hose 37 as in the case of dirty water. Reference numeral 38 is a leachate drawing pipe. In this case, in particular, it is necessary that the installation position of the impermeable protection material 34 as well as the bottom portion 22 is higher than the groundwater level UL. The leachate 32 that collects inside the impermeable protective material leaks from breaks or joints in the impermeable material and should not be originally collected. Therefore, it is convenient for the submersible pump 36 to be of a type that detects water and operates automatically.

【0017】得られた消石灰等の処理は、図1の場合と
同じである。このような構成をとると、万一不透水性素
材が破損するなどして汚水が漏れ出た場合でも、これを
完全に回収できて下流域に流出させず、極めて安全であ
る。
The treatment of the obtained slaked lime or the like is the same as in the case of FIG. With such a structure, even if sewage leaks due to damage to the impermeable material, the sewage can be completely recovered and does not flow out to the downstream region, which is extremely safe.

【0018】消石灰の処理としては、廃棄或いは不透水
性素材3として使用する以外に、図3に示すように、得
られた消石灰16を、燃焼炉40に連設された焼成分解
炉(ロータリーキルン)41に導いて逆消化させ、生石
灰15を回収するようにしてもよい。回収した生石灰1
5をリサイクルして再度汚水と反応させると、生石灰の
消費量が減少してコストダウンになる。消石灰は、44
5℃で分解(逆消化)する。また、その分解熱は15,500
cal/molである。図中、符号42は煙突、Gは燃焼ガ
ス、EGは廃ガスである。尚、燃料としては、廃タイヤ
や廃油等の廃棄物を使用すると一挙量得になるが、それ
に限定されるものではない。或いは、汚水や侵出水を、
生石灰等と反応させずに直接加熱して蒸発させるように
してもよいし、一部を加熱蒸発させて減量したのち、生
石灰等と反応させてもよい。
As for the treatment of slaked lime, in addition to discarding or using it as the water impermeable material 3, the obtained slaked lime 16 is fired and decomposed in a combustion furnace 40 (rotary kiln) as shown in FIG. You may make it lead to 41 and carry out back digestion, and collect quicklime 15. Quicklime 1 recovered
When 5 is recycled and reacted with sewage again, the consumption of quick lime is reduced and the cost is reduced. Slaked lime is 44
Decomposes (back digests) at 5 ° C. The heat of decomposition is 15,500.
cal / mol. In the figure, reference numeral 42 is a chimney, G is a combustion gas, and EG is a waste gas. It should be noted that when waste materials such as waste tires and waste oil are used as the fuel, it is possible to obtain a certain amount, but it is not limited thereto. Or sewage and leachate,
You may make it evaporate by heating directly, without making it react with quicklime, etc., and after making it heat-evaporate a part and reduce volume, you may make it react with quicklime etc.

【0019】[0019]

【発明の効果】以上詳述したように、本発明方法は周囲
及び底部を不透水性素材で覆って構成した埋め立て式の
産業廃棄物処理施設において、その底部に溜まった汚水
更には底部や周囲から漏れ出た浸出水を引抜いて生石灰
やセメントと混合処理するものである。従って、以下に
述べるような利点がある。 1)汚水は生石灰と反応させて蒸発したり、セメントと
反応して凝結水となるので、そのまま系外に排出される
ことがない。 2)反応の結果得られる生成物(消石灰、石膏、セメン
トミル、モルタル)は、そのまま不透水性素材として利
用できるし余れば廃棄物としてそのまま処分すればよい
ため、処理費用がかからないうえ不透水性素材が少なく
て済む利点がある。 3)該生成物は、汚水中の有害物質を抱き抱えて流出を
阻止するので安全であるし、悪臭も発生も阻止する効果
がある。この効果は、石膏が特に著しい。 4)消石灰を、加熱により逆硝化して生石灰を回収する
場合は、何回でもリサイクルできるので、ランニングコ
ストが安くなる。 5)屋根を設けた場合、雨水は系外に排出されるので処
理する汚水量が大幅に減少する。 6)施設の底部の下方に浸出水を集水する不透水性保護
材を設けた場合、不透水性素材の継ぎ目や破損箇所から
浸出した汚水の流出を有効に防止できるので、本発明施
設からの汚水の排出は完全に防止できる。
As described above in detail, according to the method of the present invention, in a landfill type industrial waste treatment facility in which the periphery and the bottom are covered with an impermeable material, the wastewater accumulated at the bottom and further the bottom and the periphery are collected. The leachate that leaks out is extracted and mixed with quick lime and cement. Therefore, there are advantages as described below. 1) Sewage is not discharged as it is because it reacts with quicklime to evaporate or reacts with cement to form condensed water. 2) The product (slaked lime, gypsum, cement mill, mortar) obtained as a result of the reaction can be used as a water-impermeable material as it is, and if it is not necessary, it can be disposed of as a waste as it is. There is an advantage that less material is needed. 3) The product is safe because it holds the harmful substances in the wastewater and blocks the outflow, and is also effective in preventing the generation of bad odors. This effect is particularly remarkable with gypsum. 4) When slaked lime is inversely nitrified by heating to recover quick lime, it can be recycled any number of times, so the running cost is reduced. 5) When a roof is installed, rainwater is discharged to the outside of the system, so the amount of sewage treated is greatly reduced. 6) When an impermeable protective material that collects leachate is provided below the bottom of the facility, it is possible to effectively prevent the outflow of sewage leached from the joint or the damaged part of the impermeable material. The discharge of sewage can be completely prevented.

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

【図1】本発明方法に関わる産業廃棄物処理施設の一例
を示す縦断面図である。
FIG. 1 is a vertical sectional view showing an example of an industrial waste treatment facility related to the method of the present invention.

【図2】本発明方法に関わる産業廃棄物処理施設の他の
例を示す縦断面図である。
FIG. 2 is a vertical cross-sectional view showing another example of the industrial waste treatment facility related to the method of the present invention.

【図3】本発明方法に関わる汚水処理装置の一例を示す
概略縦断面図である。
FIG. 3 is a schematic vertical sectional view showing an example of a sewage treatment apparatus related to the method of the present invention.

【符号の説明】[Explanation of symbols]

1 産業廃棄物処理施設 32 浸出
水 3 不透水性素材 33 産業
廃棄物処理施設 4 汚水 34 不透
水性保護材 5 汚水溝 35 浸出
水溝 15 生石灰 40 燃
焼炉 16 消石灰 41 焼
成分解炉 19 屋根
1 Industrial waste treatment facility 32 Leachate 3 Impermeable material 33 Industrial waste treatment facility 4 Sewage 34 Impermeable protective material 5 Sewage ditch 35 Leachate ditch 15 Quick lime 40 Combustion furnace 16 Slaked lime 41 Firing decomposition furnace 19 Roof

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 周囲及び底部を不透水性素材で覆って構
成した埋め立て式の産業廃棄物処理施設において、不透
水性素材の底部内側に汚水を溜める汚水溝或いは汚水タ
ンクを設置し、該溝或いはタンクから引抜いた汚水を生
石灰或いはセメントと混合して蒸発或いは凝結させるこ
とを特徴とする産業廃棄物処理施設における汚水の処理
方法。
1. A landfill type industrial waste treatment facility in which the periphery and bottom are covered with an impermeable material, and a sewage groove or a sewage tank for accumulating sewage is installed inside the bottom of the impermeable material. Alternatively, a method for treating sewage in an industrial waste treatment facility, characterized by mixing sewage drawn from a tank with quick lime or cement to evaporate or condense.
【請求項2】 底部を地下水位よりも高い位置に配置す
るとともに、周囲及び底部を覆う不透水性素材の破損箇
所から浸出する浸出水を、底部の下方であって地下水位
よりも高い位置に設けた不透水性保護材で覆い、該保護
材内側に浸出水を溜める浸出水溝或いは浸出水タンクを
設置し、該溝或いはタンクから引抜いた浸出水を生石灰
或いはセメントと混合して蒸発或いは凝結させるもので
ある請求項1記載の産業廃棄物処理施設における汚水の
処理方法。
2. The bottom part is arranged at a position higher than the groundwater level, and the leachate leaching from the damaged part of the impermeable material covering the surroundings and the bottom part is located below the bottom part and at a position higher than the groundwater level. Cover with the impermeable protective material provided and install a leachate groove or leachate tank to store leachate inside the protector, and mix leachate extracted from the groove or tank with quicklime or cement to evaporate or set The method for treating sewage in an industrial waste treatment facility according to claim 1, wherein the method is used.
【請求項3】 生石灰と汚水或いは浸出水を混合する場
合に、硫酸を添加するものである請求項1、又は請求項
2記載の産業廃棄物処理施設における汚水の処理方法。
3. The method for treating sewage in an industrial waste treatment facility according to claim 1 or 2, wherein sulfuric acid is added when quicklime and sewage or leachate are mixed.
【請求項4】 汚水や浸出水と石灰、セメント等との混
合物を不透水性素材の一部として、或いはその破損箇所
の補修用として使用するものである請求項1、請求項2
又は請求項3記載の産業廃棄物処理施設における汚水の
処理方法。
4. The method according to claim 1, wherein a mixture of sewage or leachate and lime, cement or the like is used as a part of the impermeable material or for repairing a damaged portion thereof.
Alternatively, the method for treating wastewater in the industrial waste treatment facility according to claim 3.
【請求項5】 生石灰と汚水或いは浸出水を反応させて
消石灰にした後、該消石灰を加熱して逆消化し、生石灰
を回収するものである請求項1、又は請求項2記載の産
業廃棄物処理施設における汚水の処理方法。
5. The industrial waste according to claim 1, wherein quick lime is recovered by reacting quick lime with sewage or leachate to make slaked lime, and then heating and digesting the slaked lime to recover quick lime. Treatment method of sewage in the treatment facility.
【請求項6】 周囲及び底部を不透水性素材で覆って構
成した埋め立て式の産業廃棄物処理施設において、不透
水性素材の底部内側に汚水を溜める汚水溝或いは汚水タ
ンクを設置し、該溝或いはタンクから引抜いた汚水を加
熱蒸発させることを特徴とする産業廃棄物処理施設にお
ける汚水の処理方法。
6. In a landfill type industrial waste treatment facility in which the periphery and bottom are covered with an impermeable material, a sewage groove or a sewage tank for collecting sewage is installed inside the bottom of the impermeable material, and the groove is provided. Alternatively, a method for treating wastewater in an industrial waste treatment facility, characterized by heating and evaporating the wastewater drawn from the tank.
【請求項7】 底部を地下水位よりも高い位置に配置す
るとともに、周囲及び底部を覆う不透水性素材の破損箇
所から侵出する浸出水を、底部の下方であって地下水位
よりも高い位置に設けた不透水性保護材で覆い、該保護
材内側に浸出水を溜める浸出水溝或いは浸出水タンクを
設置し、該溝或いはタンクから引抜いた浸出水を加熱蒸
発させるものである請求項6記載の産業廃棄物処理施設
における汚水の処理方法。
7. The bottom part is arranged at a position higher than the groundwater level, and the leachate leaching from the damaged part of the impermeable material covering the surroundings and the bottom part is located below the bottom part and higher than the groundwater level. 7. A leachate groove or a leachate tank for accommodating leachate is provided on the inside of the protector covered with the impermeable protective material, and the leachate extracted from the groove or tank is heated and evaporated. Wastewater treatment method in the described industrial waste treatment facility.
【請求項8】 加熱蒸発した残りの汚水或いは侵出水
を、生石灰或いはセメントと混合して蒸発或いは凝結さ
せるものである請求項6、又は請求項7記載の産業廃棄
物処理施設における汚水の処理方法。
8. The method for treating wastewater in an industrial waste treatment facility according to claim 6 or 7, wherein the residual wastewater or leachate that has been heated and evaporated is mixed with quicklime or cement to evaporate or condense. .
【請求項9】 周囲及び底部を不透水性素材で覆って埋
め立て地を構成し、その底部内側に汚水を溜める汚水溝
或いは汚水タンクを設置するとともに、底部の下方であ
って地下水位位置よりも高い箇所に不透水性保護材を設
置し、該不透水性保護材の内側に浸出水を溜める浸出水
溝或いは浸出水タンクを設置したことを特徴とする産業
廃棄物処理施設。
9. A landfill is constructed by covering the surrounding area and bottom with an impermeable material, and a drainage groove or a wastewater tank for storing wastewater is installed inside the bottom, and below the bottom and below the groundwater level position. An industrial waste treatment facility, characterized in that a water-impermeable protection material is installed at a high place, and a leachate groove or a leachate tank for accumulating leachate is installed inside the water-impermeable protection material.
【請求項10】 産業廃棄物処理施設の一部あるいは全
部を屋根で覆うものである、請求項9記載の産業廃棄物
処理施設。
10. The industrial waste treatment facility according to claim 9, which covers a part or all of the industrial waste treatment facility with a roof.
JP30383195A 1995-03-16 1995-10-27 Wastewater treatment method in industrial waste treatment facility and industrial waste treatment facility Pending JPH08309333A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30383195A JPH08309333A (en) 1995-03-16 1995-10-27 Wastewater treatment method in industrial waste treatment facility and industrial waste treatment facility

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP7-86116 1995-03-16
JP8611695 1995-03-16
JP30383195A JPH08309333A (en) 1995-03-16 1995-10-27 Wastewater treatment method in industrial waste treatment facility and industrial waste treatment facility

Publications (1)

Publication Number Publication Date
JPH08309333A true JPH08309333A (en) 1996-11-26

Family

ID=26427269

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30383195A Pending JPH08309333A (en) 1995-03-16 1995-10-27 Wastewater treatment method in industrial waste treatment facility and industrial waste treatment facility

Country Status (1)

Country Link
JP (1) JPH08309333A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013096701A (en) * 2011-10-27 2013-05-20 Kobelco Eco-Solutions Co Ltd Water treatment method and water treatment facility
JP2013100998A (en) * 2011-11-07 2013-05-23 Kobelco Eco-Solutions Co Ltd Immobilization method of radioactive substance, and immobilization facility
JP5887021B1 (en) * 2015-11-30 2016-03-16 株式会社フジコーポレーション Bottom plate / side wall structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013096701A (en) * 2011-10-27 2013-05-20 Kobelco Eco-Solutions Co Ltd Water treatment method and water treatment facility
JP2013100998A (en) * 2011-11-07 2013-05-23 Kobelco Eco-Solutions Co Ltd Immobilization method of radioactive substance, and immobilization facility
JP5887021B1 (en) * 2015-11-30 2016-03-16 株式会社フジコーポレーション Bottom plate / side wall structure

Similar Documents

Publication Publication Date Title
CN111997157A (en) Black-eliminating and deodorizing construction method for hidden culverts in urban dense areas
KR100691565B1 (en) Stabilization pool for waste water slurgy in order to obtain compost heap
Shammas et al. Ecological impact and management of solid waste landfill gas
JPH08309333A (en) Wastewater treatment method in industrial waste treatment facility and industrial waste treatment facility
JPH10211476A (en) Waste landfilling treatment facility
JP2004074105A (en) Treatment method for waste within hermetically closed space and treatment facility for the same
JPS5837447B2 (en) Landfill disposal method for city garbage, etc.
JP4357623B2 (en) Waste disposal site
CN209935492U (en) Dangerous waste rigid landfill system and dangerous waste transportation system
KR100376490B1 (en) Rainfall membrane for waste landfill with excellent rainwater prevention and landscaping capacity and landfill method using the same
KR102005519B1 (en) Landfill final cover system with multi-functional collection system for optimum use of landfill gas
JP2013027833A (en) Waste stabilization method
JP2000107721A (en) Method of construction for leachate water storage in waste disposal site
JP3847446B2 (en) Waste disposal site
JPH1190381A (en) Waste reclamation equipment, modification, execution and operation of existing reclamation equipment
JPH11277022A (en) Waste disposal site
JP6621006B2 (en) Method for promoting stabilization of organic waste
JPS6016528B2 (en) Waste landfill method
JP2005254067A (en) Construction method for finally covering waste final disposal site with soil
JP2005270946A (en) Land-fill structure of final waste disposal ground
JPH0336101A (en) Structure for waste disposal and waste disposal method
JP2005042298A (en) Roof facility which covers waste disposal site, and roof facility constructing method
JP2004237166A (en) Reclamation structure for waste, and reclamation method for waste
KR200235300Y1 (en) The landfill construction which uses air dome
JPH1157645A (en) Method for landfilling for waste disposal site