JPS61242685A - Treatment of waste water - Google Patents

Treatment of waste water

Info

Publication number
JPS61242685A
JPS61242685A JP8525785A JP8525785A JPS61242685A JP S61242685 A JPS61242685 A JP S61242685A JP 8525785 A JP8525785 A JP 8525785A JP 8525785 A JP8525785 A JP 8525785A JP S61242685 A JPS61242685 A JP S61242685A
Authority
JP
Japan
Prior art keywords
coal
coke
waste water
wastewater
oil
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
JP8525785A
Other languages
Japanese (ja)
Inventor
Yukihisa Takehara
武原 幸久
Tetsuo Hara
原 鉄夫
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.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries Ltd
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 Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP8525785A priority Critical patent/JPS61242685A/en
Publication of JPS61242685A publication Critical patent/JPS61242685A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To remove effectively oil including water-soluble oil or COD in waste water by bringing waste water into contact with coal or coke having specified grain size. CONSTITUTION:Waste water is brought into contact with coal or coke having <=5mm grain size in a mixing tank or an adsorption tower. Namely, since coal or coke having excellent physical and chemical adsoptive power and also having high adsorptive power to a substance having strong polarity is used, oil or COD in industrial waste water can be effectively treated, coal or coke, an adsorbent, obtained only by crushing already oxidized coal or coke in specified grain size need not be reactivated unlike activated carbon and hence is far cheaper than activated carbon, a compound and multistage apparatus is not necessitated and water-soluble oil can be removed with high efficiency with a simple means such as mixing.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は廃水処理法に係り、特に産業廃水中の油分ま
たはCODの分離除去を目的とする廃水処理方法に関す
る。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to a wastewater treatment method, and particularly to a wastewater treatment method for separating and removing oil or COD from industrial wastewater.

従来技術とその問題点 廃水処理法としては、同一液分離法、物理化学的処理法
、生物処理法、熱処理法等に大別され、廃水中の汚濁物
質の種類、性状、水中での特性および濃度、共存物質の
種類と濃度等圧よって適用すべき方法、操作条件等が決
められる。
Conventional technology and its problems Wastewater treatment methods are broadly classified into the same liquid separation method, physicochemical treatment method, biological treatment method, heat treatment method, etc. The method to be applied, operating conditions, etc. are determined depending on the concentration, type of coexisting substances, and concentration isobaric.

産業廃水中の油分またはCODの分離除去を目的とする
廃水処理方法と1−では、従来物理化学的処理法の中の
凝集分離、薬品処理、活性炭処理。
A wastewater treatment method for the purpose of separating and removing oil or COD in industrial wastewater, and 1-, includes coagulation separation, chemical treatment, and activated carbon treatment among conventional physicochemical treatment methods.

生物処理法の中の活性汚泥処理等が適用されている。し
かし、処理後の油分またはCODを数any/zまで除
去するぐらいの高い処理効果を望む場合には、これら処
理装置を複合・多段化させるなどの措置をこうじなけれ
ばならず、処理工程が複雑化するのみならず、処理コス
トが高価につく。また、油分の中でも特に水溶性(エマ
ルジョン化)の油分の除去は、前記のような複合・多段
化処理によっても数mf/l iで除去することは困難
であった。
Activated sludge treatment among biological treatment methods is applied. However, if a high treatment effect such as removing oil or COD to several any/z after treatment is desired, it is necessary to take measures such as making these treatment devices multiple and multistage, making the treatment process complicated. Not only is the processing cost high, but the processing cost is also high. In addition, it has been difficult to remove water-soluble (emulsified) oils among oils at a rate of several mf/li even by the above-mentioned composite/multistage treatment.

発  明  の  目  的 この発明は、従来の前記実情にかんがみなされたもので
あり、水溶性油を含む油分またはCODを効果的処分離
除去できる廃水処理方法を提案することを目的とするも
のである。
Purpose of the Invention This invention was made in view of the above-mentioned conventional situation, and its purpose is to propose a wastewater treatment method that can effectively dispose of and remove COD or oil containing water-soluble oil. .

発  明  の  構  成 この発明に係る廃水処理方法は、粒度5 Mll以下の
石炭またはコークスに廃水を接触させて浄化することを
特徴とし、またその石炭またはコークスと廃水との接触
は、混合槽方式あるいは石炭層またはコークス層に廃水
を通流させる吸着塔方式により行なうことを特徴とする
ものである。
Structure of the Invention The wastewater treatment method according to the present invention is characterized in that the wastewater is purified by contacting it with coal or coke with a particle size of 5 Mll or less, and the contact between the coal or coke and the wastewater is carried out by a mixing tank method. Alternatively, the method is characterized in that it is carried out by an adsorption tower system in which wastewater is passed through a coal bed or a coke bed.

すなわち、この発明は石炭またはコークスを吸着材とし
て廃水処理を行なう方法である。
That is, the present invention is a method of treating wastewater using coal or coke as an adsorbent.

石炭は歴青炭や褐炭が活性炭の原料と12で従来から用
いられているように、もとより水分吸着能を有り一てい
ることは知られている。しかしながら、活性炭の場合は
カス賦活法等により製造されるため製造工程が複雑で高
価につく上、極性の大きい有機物に対する吸着能も低い
Coal is known to have excellent moisture adsorption ability, as bituminous coal and lignite have traditionally been used as raw materials for activated carbon. However, in the case of activated carbon, it is manufactured by a scum activation method, etc., so the manufacturing process is complicated and expensive, and its adsorption capacity for highly polar organic substances is also low.

この発明者らは、活性炭より安価でかつ吸着能の大きい
吸着材を得る方法について種々検討した結果、石炭また
はコークスを粒度5fl以下に粉砕したものに直接廃水
を接触させることにより、活性炭より高い脱油率、脱C
OD率が得られることを見い出した。そして、その原因
について検討したところ、石炭の酸化によることが判明
1〜だ。
As a result of various studies on how to obtain an adsorbent that is cheaper than activated carbon and has a higher adsorption capacity, the inventors found that by bringing wastewater into direct contact with pulverized coal or coke to a particle size of 5 fl or less, the inventors found that they had a higher desorption rate than activated carbon. Oil rate, carbon removal
It has been found that the OD rate can be obtained. When we investigated the cause, we found that it was due to oxidation of the coal.

すなわち、石炭が酸化されると、石炭中の化学吸着に寄
与する酸化生成物の生成、また物理吸着能が高まるため
と推察される。コークスの場合は、石炭が加熱処理され
たものであるため、化学吸着に寄与する酸化生成物の生
成が十分であり、また分解による物理吸着能も十分であ
る。
That is, it is presumed that when coal is oxidized, oxidation products that contribute to chemical adsorption in the coal are produced, and the physical adsorption capacity increases. In the case of coke, since coal is heat-treated, oxidation products that contribute to chemical adsorption are sufficiently produced, and physical adsorption capacity due to decomposition is also sufficient.

石炭、コークスは上記のごとく廃水処理用吸着材として
十分その効果を発揮するが、より高す吸着力を得る丸め
には比表面積を大きくする方が有利である。そのため、
この発明では石炭またはコークスの粒度を5a+n以下
に限定した。すなわち、5mを超える粒度の石炭または
コークスでは比表面積が小さくなり、廃水の処理能率が
低下するためである。なお、好ましい粒度範囲としては
、吸着塔方式の場合は0.3〜1.0朋、混合槽方式の
場合は74〜300μmである。
As mentioned above, coal and coke are sufficiently effective as adsorbents for wastewater treatment, but it is advantageous to increase the specific surface area for rounding to obtain higher adsorption power. Therefore,
In this invention, the particle size of coal or coke is limited to 5a+n or less. That is, coal or coke with a particle size of more than 5 m has a small specific surface area, resulting in a decrease in wastewater treatment efficiency. The preferred particle size range is 0.3 to 1.0 μm in the case of the adsorption tower method, and 74 to 300 μm in the case of the mixing tank method.

第1図はこの発明の吸着塔処理方式の装置構成例を示す
もので、(1)は廃水槽、(2)は給水ポンプ、(3)
は吸着塔をそれぞれ示す。吸着塔(3)は下層部が砂M
(4)で形成され、上層部が粒度5朋以下の石炭層′ま
たはコークス層(5)で形成されている。廃水は頂部か
ら供給され、石炭J―またはコークス層(5)および砂
N(4)を通過して下部より排出する構造となっている
Figure 1 shows an example of the equipment configuration of the adsorption tower treatment method of the present invention, in which (1) is a waste water tank, (2) is a water supply pump, and (3) is a waste water tank.
indicate adsorption towers, respectively. The lower layer of the adsorption tower (3) is sand M.
(4), and the upper layer is formed of a coal layer or coke layer (5) with a grain size of 5 mm or less. The structure is such that wastewater is supplied from the top, passes through the coal J- or coke layer (5) and sand N (4), and is discharged from the bottom.

また、混合槽処理方式は第2図にその装置構成例を示す
ごとく、廃水槽O])、給水ポンプ0の、混合反応槽0
3、攪拌装置Qli Q!、排水ポンプα力、固−液分
離槽(14)、排出ポンプ(至)とから構成され、混合
反応槽03内に粒度5WR11以下の石炭またはコーク
スOeが投入されるようになっている。なお、この処理
方式は未反応の吸着材全再度混合反応槽03に戻す循環
システムとなっている。
In addition, the mixing tank treatment method is as shown in Fig. 2, which shows an example of the equipment configuration.
3. Stirring device Qli Q! , a drainage pump α, a solid-liquid separation tank (14), and a discharge pump (1), and coal or coke Oe with a particle size of 5WR11 or less is charged into the mixing reaction tank 03. Note that this treatment method is a circulation system in which all unreacted adsorbent is returned to the mixing reaction tank 03 again.

作     用 第1図に示す吸着塔処理方式の場合は、産業廃水をいっ
たん廃水槽(1)に集め、給水ポンプ(2)により吸着
塔(3)に送水する。吸着塔(3)に送水された廃水は
ヒ)一部の石炭層またはコークスH(5)を通過する際
廃水中の油分およびCODが除去され、さらに下層部の
鉄層(4)で濾過されて下部より排出する。
In the case of the adsorption tower treatment method shown in Fig. 1, industrial wastewater is once collected in a wastewater tank (1) and then sent to an adsorption tower (3) by a water supply pump (2). The wastewater sent to the adsorption tower (3) is removed from the wastewater as it passes through some coal seams or coke H (5), and is further filtered through the lower iron layer (4). and discharge from the bottom.

なお、砂稽は必ずしも必要とするものではない。Note that sand practice is not necessarily required.

第2図に示す混合槽方式の場合は、廃水槽αJに集めら
れた廃水を給水ポンプ(6)により混合反応槽α3に送
水し、ここで石炭またはコークヌO鴨を投入し攪拌装置
α0で攪拌混合することによって脱油・脱COD’i行
なう。次いで、排水ポンプαηにより同一液分離槽α→
に送水し、ここで吸着材(石炭またはコークス)と浄化
水とを分離させる。浄化水はオーバーフローして排出さ
れ、沈降分離した吸着材は槽底部より排出ポンプ(ト)
にて排出され、未反応の吸着材については再度混合反応
槽(2)に戻し循環使用する。
In the case of the mixing tank system shown in Fig. 2, the wastewater collected in the wastewater tank αJ is sent to the mixing reaction tank α3 by the water supply pump (6), where coal or Koknu O duck is charged and stirred by the stirring device α0. By mixing, oil and COD'i are removed. Next, the same liquid separation tank α→
The purified water is separated from the adsorbent (coal or coke). The purified water is overflowed and discharged, and the adsorbent that has settled and separated is pumped out from the bottom of the tank.
The unreacted adsorbent is returned to the mixing reaction tank (2) and used for circulation.

なお、吸着材として使用する石炭またはコークスの廃水
量に対する使用量としては、吸着塔処理方式の場合は、
吸着塔の容積によって適当に層厚を決めればよいが、粒
度が0.3朋以下の石炭またはコークスの場合圧損が大
きくな9処理能力の低下をもたらすため、粒度も考慮し
て層厚を決める。
In addition, the amount of coal or coke used as an adsorbent relative to the amount of wastewater is as follows in the case of an adsorption tower treatment method:
The layer thickness can be determined appropriately depending on the volume of the adsorption tower, but if coal or coke has a particle size of 0.3 mm or less, the pressure drop will be large, resulting in a reduction in processing capacity, so the layer thickness should also be determined by considering the particle size. .

他方、混合槽方式の場合の混合割合は、石炭、コークス
の事前に調べた吸着性と廃水濃度から決定するのが好ま
しい。
On the other hand, in the case of a mixing tank system, the mixing ratio is preferably determined from the previously investigated adsorption properties of coal and coke and the wastewater concentration.

実施例1 第1表に示す組成の石炭と同表に示す性状のコークスを
それぞれ粒度2〜411,74μm以下、411屑〜7
4μmの各粒度に粉砕し、各粒度の吸着材10重量%を
第2表に示す主要組成の水溶性作動油0.1〜0.2重
量%濃度に添加し、約60分間攪拌混合した場合の脱C
OD率、脱油率を、活性炭を用いた場合と比較して第3
表に示す。
Example 1 Coal having the composition shown in Table 1 and coke having the properties shown in the same table were mixed with particle sizes of 2 to 411 μm and 74 μm or less, and 411 scraps to 7 μm, respectively.
When pulverized to each particle size of 4 μm, 10% by weight of the adsorbent of each particle size was added to a water-soluble hydraulic oil with a concentration of 0.1 to 0.2% by weight with the main composition shown in Table 2, and the mixture was stirred and mixed for about 60 minutes. De-C
The OD rate and oil removal rate were compared with those using activated carbon.
Shown in the table.

なお、脱COD率、脱油率は下式により求めに値である
Note that the COD removal rate and oil removal rate are values determined by the following formula.

第3表より明らかなごとく、従来の高度水処理材として
代表されていた活性炭と比較して、石炭およびコークス
では脱COD率で4割の吸着力を有し、また脱油率では
活性炭以上の効果が確認された。また、石炭およびコー
クスの場合、粒径が小さいほど吸着力が向上1〜ている
As is clear from Table 3, compared to activated carbon, which has been represented as a conventional advanced water treatment material, it has 40% more adsorption power for coal and coke in terms of COD removal rate, and has a higher oil removal rate than activated carbon. The effect was confirmed. In the case of coal and coke, the smaller the particle size, the better the adsorption power.

第   1   表 第   2   表 第    3    表 実施例2 半径的2mの吸着塔の上層部に第4表に示す組成の石炭
、または同表に示す性状のコークスからなる層厚1.2
mの石炭層またはコークス層を、下層部に層厚1.Om
の砂層をそれぞれ形成し2、油分65 ppm、 CO
D 360ppm、 PH8,5〜9.0の廃水200
扉を処理した。その結果を第5表に示す。なお、本実施
例における石炭またはコークスの粒度は0.6〜5.O
Imφ(2,0〜511Mφ40%、02m+1φ60
%)、砂の粒度分布は0.6〜5關φであった。
Table 1 Table 2 Table 3 Table 3 Example 2 A 1.2-meter thick layer consisting of coal having the composition shown in Table 4 or coke having the properties shown in Table 4 in the upper layer of an adsorption tower with a radius of 2 m.
A coal seam or coke layer of 1.0 m thick is placed in the lower layer. Om
2, oil content 65 ppm, CO
D 360ppm, PH8.5-9.0 wastewater 200
Treated the door. The results are shown in Table 5. In addition, the particle size of coal or coke in this example is 0.6 to 5. O
Imφ (2,0~511Mφ40%, 02m+1φ60
%), and the particle size distribution of the sand was 0.6 to 5 mm.

第5表より、吸着塔処理方式の場合も高い脱COD率お
よび脱油率を示した。
From Table 5, the adsorption tower treatment method also showed high COD removal rates and oil removal rates.

第   4   表 第   5   表 発  明  の 効  果 以上説明したごとく、この発明に係る廃水処理方法は物
理吸着力および化学吸着力が共にすぐれ、]−7かも極
性の強い物質に対する吸着力も大きい石炭またはコーク
スを吸着材として用いるので、産業廃水中の油分または
CODの処理に極めて有効であり、また吸着材である石
炭ま九はコークスは活性病のような賦活処理等を必要と
せず、すでに酸化されているものを所定の粒度に粉砕処
理するだけで用いることができるので、活性炭に比べは
るかに安価につく効果を有j−1さらに処理装置を複合
・多段化させるなどの措置全こうじなくても、混合処理
方式等簡単な手段で水溶性を高脱油率で除去することが
でき、環境保全対策上の3次処理あるいは最終処理に大
なる効果を奏するものである。
Table 4 Table 5 Effects of the Invention As explained above, the wastewater treatment method according to the present invention has excellent physical adsorption power and chemical adsorption power. Because it uses coke as an adsorbent, it is extremely effective in treating oil or COD in industrial wastewater.Also, the adsorbent, coal mak, does not require activation treatment like coke, and has already been oxidized. Because it can be used by simply pulverizing the carbon to a predetermined particle size, it has the effect of being much cheaper than activated carbon. It is possible to remove water-soluble substances with a high oil removal rate using a simple method such as a mixing treatment method, and it is highly effective in tertiary treatment or final treatment for environmental protection measures.

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

第1図はこの発明に係る吸着塔処理方式の装置構成例を
示す概略図、第2図は同じく混合槽処理方式の装置構成
例を示す概略図である。 1.11・・・廃水槽、2,12・・・給水ポンプ、3
・・・吸着塔、5・・・石炭またはコークス層、13・
・・混合反応槽、14・・・固−液分離槽、15・・・
攪拌装置、19・・・石炭またはコークス。
FIG. 1 is a schematic diagram showing an example of the equipment configuration of an adsorption tower treatment method according to the present invention, and FIG. 2 is a schematic diagram showing an example of the equipment configuration of the mixing tank treatment method as well. 1.11...Waste water tank, 2,12...Water pump, 3
... Adsorption tower, 5... Coal or coke layer, 13.
...Mixing reaction tank, 14...Solid-liquid separation tank, 15...
Stirring device, 19...coal or coke.

Claims (1)

【特許請求の範囲】 1 粒度5mm以下の石炭またはコークスに廃水を接触
させて浄化することを特徴とする廃水処理方法。 2 石炭またはコークスと廃水は混合槽方式、あるいは
石炭層またはコークス層に廃水を通流させる吸着塔方式
により接触させることを特徴とする特許請求の範囲第1
項記載の廃水処理方法。
[Claims] 1. A wastewater treatment method characterized by purifying wastewater by bringing it into contact with coal or coke with a particle size of 5 mm or less. 2. Claim 1, characterized in that coal or coke and wastewater are brought into contact by a mixing tank method or an adsorption tower method in which wastewater is passed through a coal bed or a coke bed.
Wastewater treatment method described in section.
JP8525785A 1985-04-19 1985-04-19 Treatment of waste water Pending JPS61242685A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8525785A JPS61242685A (en) 1985-04-19 1985-04-19 Treatment of waste water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8525785A JPS61242685A (en) 1985-04-19 1985-04-19 Treatment of waste water

Publications (1)

Publication Number Publication Date
JPS61242685A true JPS61242685A (en) 1986-10-28

Family

ID=13853515

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8525785A Pending JPS61242685A (en) 1985-04-19 1985-04-19 Treatment of waste water

Country Status (1)

Country Link
JP (1) JPS61242685A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0259009A (en) * 1988-08-24 1990-02-28 Masae Okumura Water cleaning filter
GB2220412B (en) * 1988-04-19 1992-03-25 Nat Energy Council Treating water with oxidised coal to remove suspended or dissolved matter
AU728309B2 (en) * 1997-07-23 2001-01-04 Palmer Technologies Pty Ltd A method for treating liquid waste
KR100395097B1 (en) * 1996-11-28 2003-11-17 주식회사 포스코 Method and apparatus for treating wastewater by using coke breeze
EP0847784B1 (en) * 1996-12-12 2005-05-04 TotalFinaElf France Paper for filtration of liquids suitable for filtering suspensions or emulsions heavily loaded with fats or paraffins
KR100647011B1 (en) 2005-11-01 2006-11-23 재단법인 포항산업과학연구원 A dyeing wasrewater processing method using a powered coke
CN102101703A (en) * 2010-12-29 2011-06-22 中国海洋大学 Technology for purifying heavy oil sewage by using raw coal absorbent fixed bed

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2220412B (en) * 1988-04-19 1992-03-25 Nat Energy Council Treating water with oxidised coal to remove suspended or dissolved matter
JPH0259009A (en) * 1988-08-24 1990-02-28 Masae Okumura Water cleaning filter
KR100395097B1 (en) * 1996-11-28 2003-11-17 주식회사 포스코 Method and apparatus for treating wastewater by using coke breeze
EP0847784B1 (en) * 1996-12-12 2005-05-04 TotalFinaElf France Paper for filtration of liquids suitable for filtering suspensions or emulsions heavily loaded with fats or paraffins
AU728309B2 (en) * 1997-07-23 2001-01-04 Palmer Technologies Pty Ltd A method for treating liquid waste
KR100647011B1 (en) 2005-11-01 2006-11-23 재단법인 포항산업과학연구원 A dyeing wasrewater processing method using a powered coke
CN102101703A (en) * 2010-12-29 2011-06-22 中国海洋大学 Technology for purifying heavy oil sewage by using raw coal absorbent fixed bed

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