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JPS6141637B2 - - Google Patents
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JPS6141637B2 - - Google Patents

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Publication number
JPS6141637B2
JPS6141637B2 JP53058366A JP5836678A JPS6141637B2 JP S6141637 B2 JPS6141637 B2 JP S6141637B2 JP 53058366 A JP53058366 A JP 53058366A JP 5836678 A JP5836678 A JP 5836678A JP S6141637 B2 JPS6141637 B2 JP S6141637B2
Authority
JP
Japan
Prior art keywords
oxidation reactor
wastewater
solid
primary
liquid separator
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.)
Expired
Application number
JP53058366A
Other languages
Japanese (ja)
Other versions
JPS54150849A (en
Inventor
Hironari Watanabe
Masato Oono
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 JP5836678A priority Critical patent/JPS54150849A/en
Publication of JPS54150849A publication Critical patent/JPS54150849A/en
Publication of JPS6141637B2 publication Critical patent/JPS6141637B2/ja
Granted legal-status Critical Current

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  • Treatment Of Water By Oxidation Or Reduction (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

この発明は、廃水浄化処理車に関する。 近年、わが国においては汚濁物質を含む廃水の
浄化処理が重要視せられているが、人口の増大に
よる廃水の増加に対して浄化設備の建設が追いつ
かず、とくに浄化設備の敷地を確保することが地
域住民の反対等によつて困難となつており、廃水
の浄化を確実に果し得ないという問題があつた。 ところで、従来災害救助のために、汚染された
水を飲用可能なものにする精製手段を装備した輸
送可能な装置が提案されている(特開昭49−
110143号公報参照)。しかしながら、この従来の
装置は、水の精製手段と一緒に飲用水の計量手段
および飲用水を入れた包の密封手段等を装備した
ものであつた、構造が複雑であり、したがつてそ
の製造を容易かつ安価になし得ないという問題が
ある。また従来の装置では、取扱いが非常に面倒
で人体への危険性の高い塩素ガスによつて汚染水
を精製処理するものであるから、安全性に問題が
あり、しかも残存する塩素ガスを大気に放出して
いるものであるから、これによつて装置を積載す
る車輌自体が腐食されたり、駐車場所の周辺の建
造物が腐食されたり、さらには公害が発生すると
いう問題があつた。 この発明は、上記の問題を解決するためになさ
れたもので、その構成を、以下図面に示す実施例
に基づいて説明する。 図面において、1は自動車よりなる車輌本体、
2はこれの前端部に搭載せられた一次酸化反応器
で、これには廃水導入管3と、硫酸等の酸、硫酸
第1鉄等の酸化反応用触媒および過酸化水素等の
酸化剤を供給する供給管4とがそれぞれ接続せら
れるとともに、撹拌機5が装備せられている。6
は一次酸化反応器2に続いて配置せられた固液分
離器で、これは縦断面略ひし形を有しており、先
細となされた上半部内に、流路を規制する逆漏斗
状の傾斜板7が配設せられている。8は一次浄化
流送管で、これの始端部は一次酸化反応器2の底
部内に配置せられ、同他端は固液分離器6の頂部
に接続せられており、またその中間にポンプ13
が介在させられている。9は固液分離器6の先細
状底部の下端に接続された沈澱物排出管、10は
これに装備された開閉弁、11は固液分離器6の
下側に配置されかつ沈澱物排出管9を介してこれ
と連通した脱水機、12は固液分離器6に続いて
配置せられた二次酸化反応器で、これは5個の連
続した酸化反応筒12a〜12eを備えている。
14は固液分離器6の上端と二次酸化反応器12
の第1反応筒12aの下端とを連絡する分離液流
送管、15はこれの第1反応筒12a寄りの端部
に介在させられた流量計、16は各反応筒12a
〜12e内に装備せられた紫外線照射燈、17は
始端部が液体酸素ボンベ18に接続されかつその
分岐状終端部が各反応筒12a〜12e内の散気
ノズル19に接続せられた酸素供給管、20は隣
接する反応筒同志の頂部と下端部とを相互に連絡
する中間流送管、21は各反応筒12a〜12e
の頂部に接続せられた酸素およびオゾン含有排ガ
ス流送管で、これの先端部は1つにまとめられて
一次酸化反応器2の底部の散気ノズル22に接続
せられており、二次酸化反応器12において未反
応の酸素およびオゾンを一次酸化反応器2に導い
て、そこで曝気のために使用するものである。2
3は二次酸化反応器12に続いてかつ車輌本体1
の後端部に配置せられた中和槽で、これには撹拌
機24が装備せられるとともに、二次浄化水排出
管25の先端部がのぞませられている。26は中
和槽23に接続された清浄水排出管で、これの中
間には弁27が介在させられている。 上記廃水浄化処理車は、被処理廃水貯留槽(図
示略)が設置されている所定筒所に移動せしめら
れる。そこで汚濁物質を含む廃水がバキユーム・
ポンプ等によつて導入管3を経て一次酸化反応器
2に吸い上げられる。この一次酸化反応器2にお
いては、廃水中に硫酸が加えられて酸性となされ
るとともに、過酸化水素の適量が加えられ、また
触媒として硫酸第一鉄の徴量が添加せられる。汚
濁物質を含む廃水中では、嫌気性徴生物の作用に
より硫化水素、アンモニアおよびメタン等が発生
していて、廃水は還元状態となされているが、上
記の硫酸、過酸化水素および硫酸第一鉄の作用に
よつてこれらの硫化水素、アンモニアおよびメタ
ン等が酸化分解せしめられ、これによつて被処理
廃水内が酸化状態となり、これとともに好気性菌
の作用によつて有機物が酸化分解せしめられ、ま
た有害な硫化物の生成が阻止せられて、無害の硫
酸塩および硝酸塩が生ずる。また廃水中のコロイ
ド粒は分解せしめられ、これによつて廃水中の固
液の分離性が高められる。 つぎに、ポンプ13の作動により一次酸化反応
器2からの一次浄化水が流送管8を経て固液分離
器6の頂部に導入せられる。一次浄化水は傾斜板
7の外面に沿つて分離器6内を漸次下降し、固形
物は底部に沈殿せしめられるとともに、分離液は
逆漏斗状の傾斜板7の内側を通つて分離器6頂部
の流送管14から流出せしめられる。分離器6の
底部に沈澱した固形物は95%程度の含水状態で排
出管9から排出せしめられ、脱水機11において
含水率50〜60%程度に脱水せしめられた後、焼却
せられるか、または有機質土壌改良剤等として使
用される。 つぎに、固液分離器6から排出された分離液は
一次浄化せられた状態であり、これは着色してい
るとともに臭気分が残つており、また未分解有機
物質を含んでいるものである。この分離液は流送
管14によつて二次酸化反応器12に導入され、
この反応器12の5個の反応筒12a〜12e内
を順に通過せしめられる。各反応筒12a〜12
eにおいては、分離液に対して紫外線が照射せし
められ、同時に酸素供給管17から酸素が供給せ
られる。すると酸素は紫外線の照射によりその一
部がオゾンに変化せしめられ、このオゾンの強い
酸化力と紫外線の照射エネルギとによつて分離液
中の未分解有機物質がきわめて迅速に酸化分解せ
しめられる。このように5個の反応筒12a〜1
2eを順に通過することによつてほぼ完全に浄化
せられた浄化水は排水管25より中和槽23内に
導入される。なお、各反応筒12a〜12eから
の酸素とオゾンを含む排ガスは流送管21によつ
て一次酸化反応器2に送られて散気ノズル22か
ら廃水内に導入され、一次酸化反応器2における
酸化反応を補助するようになされている。中和槽
23においては苛性ソーダ等のアルカリが供給管
28より添加せられて、二次浄化水が中和され
る。このように処理せられた浄化水は完全に脱臭
されかつ充分に脱色されて無色であるとともに、
CODおよびBOD値も規準値以内であり、これは
排出管26よりそのまゝ放流せられるか、または
再使用せられる。またこの二次浄化水はほぼ無菌
であり、したがつて塩素殺菌を行なう必要はほと
んどないが、たとえば塩素殺菌を行なう場合でも
塩素の使用量が非常に少なくてすむものである。 なお、上記廃水浄化処理車における撹拌機5,
24、脱水機11、ポンプ18および紫外線照射
燈16等は、車輌本体1のエンジン部分に装備せ
られた電源29からの電力によつて作動せしめら
れるようになされている。 つぎに、上記実施例の廃水浄化処理車により廃
水を浄化処理した実験例について説明する。な
お、処理条件は3つの異なるものを用いた。 すなわち、まず一次酸化反応器2の廃水中に硫
酸を加えて酸性とし、さらに過酸化水素を添加す
るとともに、硫酸第一鉄を添加した。これらの廃
水に対する添加量はつぎの表のとおりである。
The present invention relates to a wastewater purification vehicle. In recent years, the purification of wastewater containing pollutants has become important in Japan, but the construction of purification facilities has not been able to keep up with the increase in wastewater due to population growth, and it is particularly difficult to secure sites for purification facilities. This has become difficult due to opposition from local residents, and there has been a problem in that it has not been possible to reliably purify the wastewater. By the way, for disaster relief, a transportable device equipped with purification means to make contaminated water drinkable has been proposed (Japanese Unexamined Patent Application Publication No. 1973-1981).
(See Publication No. 110143). However, this conventional device has a complicated structure, and is equipped with a means for measuring drinking water, a means for sealing a package containing drinking water, etc., as well as a means for purifying water. The problem is that it cannot be done easily and inexpensively. In addition, with conventional equipment, contaminated water is purified using chlorine gas, which is extremely difficult to handle and highly dangerous to the human body, which poses a safety problem.Moreover, the remaining chlorine gas is released into the atmosphere. Since these substances are emitted, there have been problems such as corrosion of the vehicle itself carrying the equipment, corrosion of buildings around the parking area, and further pollution. This invention has been made to solve the above problems, and its configuration will be explained below based on embodiments shown in the drawings. In the drawing, 1 is a vehicle body consisting of a car;
2 is a primary oxidation reactor mounted on the front end of this reactor, which contains a waste water inlet pipe 3, an acid such as sulfuric acid, an oxidation reaction catalyst such as ferrous sulfate, and an oxidizing agent such as hydrogen peroxide. They are connected to supply pipes 4 and equipped with a stirrer 5, respectively. 6
is a solid-liquid separator placed following the primary oxidation reactor 2, which has a roughly rhombic longitudinal section, and has an inverted funnel-shaped slope in its tapered upper half that regulates the flow path. A plate 7 is provided. 8 is a primary purification flow pipe, the starting end of which is placed in the bottom of the primary oxidation reactor 2, the other end is connected to the top of the solid-liquid separator 6, and a pump is installed in the middle. 13
is mediated. 9 is a sediment discharge pipe connected to the lower end of the tapered bottom of the solid-liquid separator 6, 10 is an on-off valve equipped thereon, and 11 is a sediment discharge pipe arranged below the solid-liquid separator 6. A dehydrator 9 communicates with the dehydrator, and 12 is a secondary oxidation reactor disposed following the solid-liquid separator 6, which is equipped with five consecutive oxidation reactors 12a to 12e.
14 is the upper end of the solid-liquid separator 6 and the secondary oxidation reactor 12
15 is a flow meter interposed at the end of the separation liquid flow pipe connected to the lower end of the first reaction column 12a, and 16 is a flowmeter for each reaction column 12a.
17 is an oxygen supply lamp whose starting end is connected to a liquid oxygen cylinder 18 and whose branched terminal end is connected to a diffuser nozzle 19 in each of the reaction tubes 12a to 12e. A pipe, 20 is an intermediate flow pipe that interconnects the top and bottom ends of adjacent reaction cylinders, and 21 is each reaction cylinder 12a to 12e.
An exhaust gas flow pipe containing oxygen and ozone is connected to the top of the secondary oxidation reactor. Unreacted oxygen and ozone in reactor 12 are led to primary oxidation reactor 2 and used there for aeration. 2
3 is connected to the secondary oxidation reactor 12 and the vehicle body 1
A neutralization tank is placed at the rear end, and is equipped with an agitator 24, and the tip of a secondary purified water discharge pipe 25 is visible. 26 is a clean water discharge pipe connected to the neutralization tank 23, and a valve 27 is interposed in the middle thereof. The wastewater purification vehicle is moved to a predetermined location where a wastewater storage tank (not shown) is installed. There, wastewater containing pollutants is collected as a vacuum.
It is sucked up into the primary oxidation reactor 2 through the introduction pipe 3 by a pump or the like. In the primary oxidation reactor 2, sulfuric acid is added to the wastewater to make it acidic, an appropriate amount of hydrogen peroxide is added, and an amount of ferrous sulfate is added as a catalyst. In wastewater containing pollutants, hydrogen sulfide, ammonia, methane, etc. are generated due to the action of anaerobic organisms, and the wastewater is in a reduced state. As a result, hydrogen sulfide, ammonia, methane, etc. are oxidized and decomposed, and the wastewater to be treated becomes oxidized.At the same time, organic matter is oxidized and decomposed by the action of aerobic bacteria. Harmful sulfide formation is inhibited and harmless sulfates and nitrates are produced. In addition, colloidal particles in the wastewater are decomposed, thereby improving solid-liquid separation in the wastewater. Next, by operating the pump 13, the primary purified water from the primary oxidation reactor 2 is introduced into the top of the solid-liquid separator 6 via the flow pipe 8. The primary purified water gradually descends inside the separator 6 along the outer surface of the inclined plate 7, and the solids are precipitated at the bottom, and the separated liquid passes through the inside of the inverted funnel-shaped inclined plate 7 and reaches the top of the separator 6. It is made to flow out from the flow pipe 14. The solids deposited at the bottom of the separator 6 are discharged from the discharge pipe 9 in a water-containing state of about 95%, dehydrated to a water content of about 50 to 60% in a dehydrator 11, and then incinerated, or Used as an organic soil conditioner. Next, the separated liquid discharged from the solid-liquid separator 6 is in a primarily purified state, and it is colored, has a residual odor, and also contains undecomposed organic substances. . This separated liquid is introduced into the secondary oxidation reactor 12 through the flow pipe 14,
The reactor 12 is made to pass through five reaction cylinders 12a to 12e in order. Each reaction cylinder 12a-12
In e, the separated liquid is irradiated with ultraviolet rays, and at the same time, oxygen is supplied from the oxygen supply pipe 17. A portion of the oxygen is then converted into ozone by the irradiation with ultraviolet rays, and the strong oxidizing power of this ozone and the irradiation energy of the ultraviolet rays cause the undecomposed organic substances in the separated liquid to be oxidized and decomposed extremely quickly. In this way, five reaction cylinders 12a to 1
The purified water that has been almost completely purified by successively passing through 2e is introduced into the neutralization tank 23 through the drain pipe 25. Note that the exhaust gas containing oxygen and ozone from each of the reaction tubes 12a to 12e is sent to the primary oxidation reactor 2 through the flow pipe 21 and introduced into the wastewater through the aeration nozzle 22. It is designed to assist in oxidation reactions. In the neutralization tank 23, an alkali such as caustic soda is added from the supply pipe 28 to neutralize the secondary purified water. The purified water treated in this way is completely deodorized and sufficiently bleached to be colorless.
The COD and BOD values are also within the standard values, and are either discharged as is from the discharge pipe 26 or reused. Further, this secondary purified water is almost sterile, so there is almost no need for chlorine sterilization, but even if chlorine sterilization is performed, the amount of chlorine used can be very small. In addition, the agitator 5 in the wastewater purification vehicle mentioned above,
24, the dehydrator 11, the pump 18, the ultraviolet light 16, etc. are operated by electric power from a power source 29 installed in the engine portion of the vehicle body 1. Next, an experimental example in which wastewater was purified using the wastewater purification vehicle of the above embodiment will be explained. Note that three different processing conditions were used. That is, first, sulfuric acid was added to the wastewater of the primary oxidation reactor 2 to make it acidic, and then hydrogen peroxide and ferrous sulfate were added. The amounts added to these wastewaters are shown in the table below.

【表】 つぎに、一次酸化反応器2からの一次浄化水を
固液分離器6に導き、固形分を分離した。この固
液分離器6の頂部から排出される分離液の一部を
抜き取つて、それのPH値、化学的酸素消費量
(COD)、浮遊物質量(SS)および色度を測定し
た。測定結果は後記の表に示した。 つぎに、分離液を二次酸化反応器12に導入
し、そこで5個の酸化反応筒12a〜12eにお
いてそれぞれ酸素を吹き込みながら紫外線を照射
して分離液を浄化処理した。そしてこの二次反応
器12から排出された二次浄化水についてそれぞ
れ上記の特性を測定した。測定結果はつぎの表
にまとめた。なお、二次酸化反応器12における
紫外線照射の平均時間を、第1例では60分とし、
第2例ではこれを30分、第3例ではこれを15分と
した。
[Table] Next, the primary purified water from the primary oxidation reactor 2 was introduced into the solid-liquid separator 6 to separate the solid content. A portion of the separated liquid discharged from the top of the solid-liquid separator 6 was extracted, and its PH value, chemical oxygen consumption (COD), amount of suspended solids (SS), and chromaticity were measured. The measurement results are shown in the table below. Next, the separated liquid was introduced into the secondary oxidation reactor 12, where the separated liquid was purified by irradiating ultraviolet rays while blowing oxygen into each of the five oxidation reactors 12a to 12e. The above characteristics of the secondary purified water discharged from the secondary reactor 12 were measured. The measurement results are summarized in the table below. In addition, the average time of ultraviolet irradiation in the secondary oxidation reactor 12 is 60 minutes in the first example,
In the second example, this was 30 minutes, and in the third example, this was 15 minutes.

【表】 そして、最後に、二次浄化水を中和槽23に導
入し、苛性ソーダにより中和して排出管26より
排出した。 なお、上記実施例においては、一次酸化反応器
2で添加する酸として硫酸を使用しているが、こ
れは塩酸等のその他の酸であつてもよい。また酸
化反応用触媒として硫酸第一鉄を使用している
が、これはその他の金属イオンを含む酸化反応用
触媒であつてもよい。また二次酸化反応器12に
おいては酸化用ガスとして酸素を吹き込んでいる
が、これは空気その他の酸素含有ガス、あるいは
オゾンもしくはオゾン含有ガスを使用してもよ
い。ここで酸化反応性の点からみればオゾンを使
用するのが最も好ましいが、紫外線の照射によつ
て酸素の一部がオゾンに変化せしめられるので、
酸素および空気等の酸素含有ガスを使用しても充
分な酸化力を得ることができる。なおこれらの酸
化用ガスのうち、経済的には勿論空気を使用する
のが望ましい。この発明による廃水処理車は、上
述のように、車輌本体1に、一次酸化反応器2
と、固液分離器6と、これの下側の脱水機11
と、一次酸化反応器2および固液分離器6の中間
の酸化用ガス供給手段18と、複数段の酸反応筒
12a〜12eよりなる二次酸化反応器12と、
中和槽23とがこの順序で配置されているから、
非常にコンパクトであり、したがつて廃水処理車
の製造を容易かつ安価になし得るとともに、車輌
を小型化することができ、駐車場所が少なくてす
む。 そして廃水は、一次酸化反応器2において硫酸
等の酸、酸化反応用触媒および過酸化水素、さら
には酸素またはオゾンを含む補助酸化用ガスによ
つて浄化され、ついで一次浄化水中の固形物が固
液分離器6により分離除去され、固形物を含まな
い一次浄化水中の未分解汚濁物質が複数段の酸化
反応筒12a〜12eよりなる二次酸化反応器1
2において、酸化用ガスと紫外線照射により順次
連続的に酸化分解され、最後に中和槽23におい
て二次浄化水が中和されるようになされているか
ら、廃水をきわめて迅速にかつほゞ完全に浄化処
理することができて、無色、無臭および無菌の再
使用可能な浄化水を取得しうる。 さらに、従来のような塩素化処理を行なわない
ので、きわめて安全であるし、塩素ガスの放出に
より公害を生じるようなこともないという効果を
奏する。
[Table] Finally, the secondary purified water was introduced into the neutralization tank 23, neutralized with caustic soda, and discharged from the discharge pipe 26. In the above embodiment, sulfuric acid is used as the acid added in the primary oxidation reactor 2, but other acids such as hydrochloric acid may be used. Further, although ferrous sulfate is used as the oxidation reaction catalyst, it may be an oxidation reaction catalyst containing other metal ions. Further, although oxygen is blown into the secondary oxidation reactor 12 as an oxidizing gas, air or other oxygen-containing gas, or ozone or an ozone-containing gas may be used instead. From the point of view of oxidation reactivity, it is most preferable to use ozone, but some of the oxygen is converted to ozone by ultraviolet irradiation, so
Sufficient oxidizing power can also be obtained using oxygen-containing gases such as oxygen and air. Of these oxidizing gases, it is of course preferable to use air from an economic standpoint. As described above, the wastewater treatment vehicle according to the present invention includes the primary oxidation reactor 2 in the vehicle body 1.
, solid-liquid separator 6, and dehydrator 11 below this
, an oxidizing gas supply means 18 located between the primary oxidation reactor 2 and the solid-liquid separator 6, and a secondary oxidation reactor 12 consisting of multiple stages of acid reaction cylinders 12a to 12e.
Since the neutralization tanks 23 are arranged in this order,
It is very compact, and therefore the wastewater treatment vehicle can be manufactured easily and inexpensively, and the vehicle can be downsized and requires less parking space. The wastewater is then purified in the primary oxidation reactor 2 using an acid such as sulfuric acid, an oxidation reaction catalyst, hydrogen peroxide, and an auxiliary oxidation gas containing oxygen or ozone, and then the solids in the primary purified water are solidified. The undecomposed pollutants in the primary purified water, which are separated and removed by the liquid separator 6 and do not contain solid matter, are removed from the secondary oxidation reactor 1, which is composed of multiple stages of oxidation reactors 12a to 12e.
2, the wastewater is oxidized and decomposed sequentially and continuously by oxidizing gas and ultraviolet irradiation, and finally the secondary purified water is neutralized in the neutralization tank 23, so that the wastewater can be purified very quickly and almost completely. can be purified to obtain colorless, odorless and sterile reusable purified water. Furthermore, since chlorination treatment as in the conventional method is not performed, it is extremely safe and has the effect that it does not cause pollution due to the release of chlorine gas.

【図面の簡単な説明】[Brief explanation of the drawing]

面図はこの発明の実施例を示す概略側面図であ
る。 1……車輌本体、2……一次酸化反応器、3…
…廃水導入管、4……硫酸等の酸、酸化用触媒お
よび過酸化水素供給管、6……固液分離器、11
……脱水機、12……二次酸化反応器、12a〜
12e……酸化反応筒、16……紫外線照射燈、
17……酸素供給管、23……中和槽。
The top view is a schematic side view showing an embodiment of the invention. 1...Vehicle body, 2...Primary oxidation reactor, 3...
...Wastewater introduction pipe, 4...Acid such as sulfuric acid, oxidation catalyst and hydrogen peroxide supply pipe, 6...Solid-liquid separator, 11
...Dehydrator, 12...Secondary oxidation reactor, 12a~
12e... Oxidation reaction cylinder, 16... Ultraviolet irradiation lamp,
17...Oxygen supply pipe, 23...Neutralization tank.

Claims (1)

【特許請求の範囲】[Claims] 1 車輌本体1の前端部に、廃水中の汚濁物質を
硫酸等の酸、酸化反応用触媒および過酸化水素に
よつて酸化分解せしめる一次酸化反応器2が装備
され、この一次酸化反応器2に続いて反応器2か
らの一次浄化水に含まれる固形物を分離除去する
固液分離器6が装備され、この固液分離器6の下
側に脱水機11が装備され、一次酸化反応器2と
固液分離器6との間に酸化用ガス供給手段18が
装備され、車輌本体1の後部に、酸化用ガス供給
管17と紫外線照射燈16とをそれぞれ備えかつ
一次浄化水中の未分解汚濁物質を連続的に酸化分
解する複数段の酸化反応筒12a〜12eよりな
る二次酸化反応器12が装備され、車輌本体1の
後端部に中和槽23が装備されたことを特徴とす
る廃水浄化処理車。
1 The front end of the vehicle body 1 is equipped with a primary oxidation reactor 2 that oxidizes and decomposes pollutants in wastewater using an acid such as sulfuric acid, an oxidation reaction catalyst, and hydrogen peroxide. Next, a solid-liquid separator 6 is installed to separate and remove solids contained in the primary purified water from the reactor 2. A dehydrator 11 is installed below the solid-liquid separator 6, and the primary oxidation reactor 2 An oxidizing gas supply means 18 is installed between the solid-liquid separator 6 and the oxidizing gas supply pipe 17 and an ultraviolet irradiation lamp 16 at the rear of the vehicle body 1, and is used to remove undecomposed contaminants in the primary purified water. The vehicle is equipped with a secondary oxidation reactor 12 consisting of multiple stages of oxidation reaction cylinders 12a to 12e that continuously oxidize and decompose substances, and is equipped with a neutralization tank 23 at the rear end of the vehicle body 1. Wastewater purification vehicle.
JP5836678A 1978-05-16 1978-05-16 Waste water purifying disposal car Granted JPS54150849A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5836678A JPS54150849A (en) 1978-05-16 1978-05-16 Waste water purifying disposal car

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5836678A JPS54150849A (en) 1978-05-16 1978-05-16 Waste water purifying disposal car

Publications (2)

Publication Number Publication Date
JPS54150849A JPS54150849A (en) 1979-11-27
JPS6141637B2 true JPS6141637B2 (en) 1986-09-16

Family

ID=13082312

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5836678A Granted JPS54150849A (en) 1978-05-16 1978-05-16 Waste water purifying disposal car

Country Status (1)

Country Link
JP (1) JPS54150849A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01299694A (en) * 1988-05-30 1989-12-04 Fumio Denpo Mobile water treatment device
US5453207A (en) * 1993-11-01 1995-09-26 Simpson; Gregory D. Biocide treatment system and method
US5547584A (en) * 1994-03-17 1996-08-20 Electronic Drilling Control, Inc. Transportable, self-contained water purification system and method
US5741416A (en) * 1996-10-15 1998-04-21 Tempest Environmental Systems, Inc. Water purification system having plural pairs of filters and an ozone contact chamber
AU6367099A (en) 1999-10-28 2001-05-08 Kazuto Hashizume Improved process for water treatment

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH557758A (en) * 1973-01-29 1975-01-15 Water Line Sa IMPIANTO AUTONOME SEMOVENTE O TRASPORTABILE PER LA PREPARAZIONE DI IMBALLAGGI CHIUSI DA DISTRIBUIRE, CONTENENTI ACQUA POTABILE O SOSTANZE ALIMENTARI E / O MEDICINALI DILUITI IN ACQUA, USABILE IN CASO DIAM CALAMITA., CONFLITTENTI E., CONFLITTENTI E.
JPS547151B2 (en) * 1973-08-27 1979-04-04
JPS5226760A (en) * 1975-08-26 1977-02-28 Kubota Ltd Method of treating polluted water using ozone
JPS5338692Y2 (en) * 1976-09-10 1978-09-19

Also Published As

Publication number Publication date
JPS54150849A (en) 1979-11-27

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