JPH0696156B2 - Oil water treatment equipment - Google Patents
Oil water treatment equipmentInfo
- Publication number
- JPH0696156B2 JPH0696156B2 JP1043279A JP4327989A JPH0696156B2 JP H0696156 B2 JPH0696156 B2 JP H0696156B2 JP 1043279 A JP1043279 A JP 1043279A JP 4327989 A JP4327989 A JP 4327989A JP H0696156 B2 JPH0696156 B2 JP H0696156B2
- Authority
- JP
- Japan
- Prior art keywords
- oil
- tank
- water
- wastewater
- sludge
- 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 - Lifetime
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 37
- 239000010802 sludge Substances 0.000 claims description 25
- 238000006243 chemical reaction Methods 0.000 claims description 21
- 238000000926 separation method Methods 0.000 claims description 20
- 238000007667 floating Methods 0.000 claims description 16
- 239000004745 nonwoven fabric Substances 0.000 claims description 10
- 238000004062 sedimentation Methods 0.000 claims description 10
- 239000000701 coagulant Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 7
- 239000000853 adhesive Substances 0.000 claims description 6
- 230000001070 adhesive effect Effects 0.000 claims description 6
- 238000002347 injection Methods 0.000 claims description 6
- 239000007924 injection Substances 0.000 claims description 6
- 239000013505 freshwater Substances 0.000 claims description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 2
- 229910052760 oxygen Inorganic materials 0.000 claims description 2
- 239000001301 oxygen Substances 0.000 claims description 2
- 239000002351 wastewater Substances 0.000 description 33
- 238000000034 method Methods 0.000 description 13
- 239000007788 liquid Substances 0.000 description 10
- 239000000126 substance Substances 0.000 description 8
- 238000004891 communication Methods 0.000 description 7
- 238000005273 aeration Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000005188 flotation Methods 0.000 description 4
- VLKZOEOYAKHREP-UHFFFAOYSA-N n-Hexane Chemical compound CCCCCC VLKZOEOYAKHREP-UHFFFAOYSA-N 0.000 description 4
- 239000006228 supernatant Substances 0.000 description 4
- 239000010840 domestic wastewater Substances 0.000 description 3
- 238000001179 sorption measurement Methods 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 238000000354 decomposition reaction Methods 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 238000004065 wastewater treatment Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000004931 aggregating effect Effects 0.000 description 1
- 238000006065 biodegradation reaction Methods 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000003608 fece Anatomy 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000010871 livestock manure Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 230000035484 reaction time Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Removal Of Floating Material (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、一般住宅、集合住宅、高層建築物などから排
出する生活排水や雑排水、外食産業、レストラン等の営
業用排水を物理的、生物吸着分解処理する装置、特に前
記排水中の油水の分離処理装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention physically and domestically discharges domestic wastewater and miscellaneous wastewater discharged from general houses, apartment houses, high-rise buildings, etc. The present invention relates to a device for biological adsorption decomposition treatment, particularly to a device for separating and treating oil water in the waste water.
従来、生活排水、雑排水、営業排水は清水に有機物質や
無機物質等が物理的化学的に混合または化合されてお
り、このような排水をそのまま自然界に放出すると、天
然浄化作用だけでは分解浄化できず、自然サイクル以上
の量、濃度となって悪影響を及ぼすことが知られてい
る。Conventionally, domestic wastewater, miscellaneous wastewater, and commercial wastewater have been physically or chemically mixed with or combined with fresh water, and if such wastewater is directly released to the natural world, it will be decomposed and purified only by natural purification. It is known that it is not possible to do so, and it has an adverse effect on the amount and concentration of the natural cycle or more.
そこでこれら排水による汚濁を防止し環境の浄化を計る
ために各種排水処理方法が開発されている。即ち、物理
的処理方法としては固液分離方式、濾過方式、吸着方式
があり、生物的処理方法としては生活汚泥方式があり、
生活汚泥方式は装置の小型化、簡易性、経済性、特に余
剰生成物の僅少性において有効であり、活性汚泥方式が
排水処理法の主流になっている。この方法によって、特
殊な有害物質を除いて、通常の生活系や営業活動により
発生する排水は、好気性及び嫌気性生物により容易に生
物吸着分解し、CO2、H2O等の無機物として変化し、自然
界へ還元される。Therefore, various wastewater treatment methods have been developed in order to prevent pollution by these wastewaters and to purify the environment. That is, there are solid-liquid separation method, filtration method and adsorption method as the physical treatment method, and domestic sludge method as the biological treatment method,
The domestic sludge system is effective in downsizing, simplicity, and economical efficiency of the equipment, especially in the small amount of surplus products, and the activated sludge system has become the main stream of wastewater treatment methods. By this method, except for special harmful substances, wastewater generated by normal living systems and business activities is easily biosorbed and decomposed by aerobic and anaerobic organisms and converted into inorganic substances such as CO 2 and H 2 O. And then returned to nature.
ここで活性汚泥方式に、第4図に示すような加圧浮上方
法が公知である。即ち排水はスクリーニング、沈降、浮
揚など物理的処理によって夾雑物、浮遊物、遊離した油
分などを分離、除去した後、調整槽(21)に流入され、
水質の均質化、PH調整などを行う。ついで調整槽(21)
に貯留された排水は加圧浮上槽(22)に送られる。ここ
で高分子凝集剤を溶解槽(23)から添加し、加圧ポンプ
によって加圧空気を加圧浮上槽(22)に圧送し、気泡と
ともに汚物を浮上させ、その一定量を連続的に曝気槽
(24)に送る。曝気槽(24)に入った排水は活性汚泥と
一定時間、曝気混合され、有機物が酸化分解される。ま
たこの時、細かい土砂などの汚濁物質は汚泥に吸着され
る。ついで曝気槽(24)内の汚泥と処理水の混合液は、
自然流によって沈殿槽(25)に導かれる。ここで混合液
を滞留させ、汚泥を沈降分離する。上澄液として油分と
凝集剤は分離された後、処理水は放流される。このよう
な活性汚泥処理プロセスで排水のBODは95%以上除去さ
れる。Here, as the activated sludge system, a pressure floating method as shown in FIG. 4 is known. That is, the wastewater is subjected to physical treatment such as screening, sedimentation, and flotation to separate and remove impurities, suspended matter, and released oil, and then flowed into the adjustment tank (21).
Homogenize water quality, adjust pH, etc. Then adjusting tank (21)
The wastewater stored in is sent to the pressure floating tank (22). Here, a polymer flocculant is added from the dissolution tank (23), and pressurized air is pumped to the pressurized flotation tank (22) by a pressure pump to levitate dirt with bubbles, and a certain amount of it is continuously aerated. Send to the tank (24). The wastewater that has entered the aeration tank (24) is aerated and mixed with the activated sludge for a certain period of time, and the organic matter is oxidatively decomposed. At this time, contaminants such as fine earth and sand are adsorbed by the sludge. Then, the mixed liquid of sludge and treated water in the aeration tank (24)
It is guided to the settling tank (25) by natural flow. Here, the mixed liquid is retained and the sludge is separated by sedimentation. After the oil and the coagulant are separated as a supernatant, the treated water is discharged. 95% or more of BOD in wastewater is removed by such an activated sludge treatment process.
しかしながら、上記加圧浮上方法では装置が大型である
ので設置面積を広くとらなければならず、滞留時間が2
〜3時間と長時間を要し、ランニングコストも高い等の
欠点があった。However, since the apparatus is large in the above-mentioned pressure floating method, the installation area must be wide and the residence time is 2
It took a long time of up to 3 hours, and the running cost was high.
また、上記の加圧浮上方法による装置では加圧浮上槽
(22)で排水を予め凝集剤で処理して有機物質をある程
度除去し、BODを低下させてから、曝気層(24)で活性
汚泥処理を行っているので、加圧浮上槽(22)と曝気槽
(24)とが必要になる。In addition, in the device using the above-mentioned pressure flotation method, wastewater is previously treated with a flocculant in the pressure flotation tank (22) to remove organic substances to some extent to reduce BOD, and then activated sludge is aerated in the aeration layer (24). Since the treatment is performed, the pressure floating tank (22) and the aeration tank (24) are required.
特に最近下水道基準が厳しくなり、営業排水が50m3以上
の外食産業等の排水は、油分が抽出薬ノルマルヘキサン
値で30ppm以下に規制される気運にあり、その対策が急
務になっている。In particular, recently, the sewerage standards have become stricter, and the wastewater from the food service industry, etc., whose operating wastewater is 50 m 3 or more, is under the tendency that the oil content is regulated to 30 ppm or less in the normal hexane extractant value, and an urgent countermeasure is required.
本発明は、上記事情に鑑み、生活排水、雑排水、特に営
業排水を物理的、生物吸着分解処理、なかんずく前記排
水中の乳化油分の分離処理を上記二段の処理工程を一段
にして短時間でかつ低価格で上記規制値をクリアするこ
とができるようにすることを課題とするものである。In view of the above circumstances, the present invention is a domestic wastewater, sewage wastewater, particularly commercial wastewater is physically, biological adsorption decomposition treatment, above all, the separation treatment of the emulsified oil component in the wastewater as a single step of the two-step treatment step in a short time. It is an object of the present invention to make it possible to meet the above regulation value at a low price.
本発明は上記課題を解決するために、原水を浮上性油分
と沈降性物質に分離する油水分離槽、不織布状濾材と該
濾材に酸素を供給する散気管と凝集剤注入装置とを備え
た反応槽及び前記反応槽から流出した汚泥水を清水と汚
泥に分離する沈殿池とからなる油水処理装置、特に前記
濾材が複数の不織布層を縦方向に積層し、各不織布層の
下端を接着剤で集束した油水分離装置に構成するもので
ある。The present invention, in order to solve the above problems, a reaction provided with an oil-water separation tank for separating raw water into floating oil and a sedimentable substance, a nonwoven fabric-like filter medium, a diffusion pipe for supplying oxygen to the filter medium, and a coagulant injection device. An oil and water treatment device consisting of a tank and a settling tank for separating sludge water flowing out from the reaction tank into fresh water and sludge, in particular, the filter medium is formed by laminating a plurality of non-woven fabric layers in the longitudinal direction, and the lower end of each non-woven fabric layer is bonded with an adhesive. It is configured as a focused oil-water separator.
〔作 用〕 本発明は上記のように構成することにより、先ず原水は
油水分離槽で浮上性油分と沈降性物質に分離し、上澄の
油分は分離抽出し、固形物質は沈降する。ついで乳化油
分液を含む排水は反応槽に送入される。反応槽で凝集剤
を添加されて前記乳化油液は凝集剤にとりかこまれ凝集
し、縦方向に積層された複数の不織布層からなる濾材の
下部から散気管による気泡とともに不織布層中を通過し
気泡を加圧させながら狭い濾床の間を通って加圧され混
合攪拌されるので、濾材の表面に付着しているスラジを
洗浄して浮上する。浮上した油凝集塊はスラジとともに
沈殿池に流入し、スラジは沈殿池内で沈降し、油凝集塊
は沈殿池の液面に浮上する。浮上した上澄の油凝集塊は
分離し、処理後の水は放流される。一方沈殿池の底部に
沈降した汚泥は連続的に油水分離槽に返送して再び新し
く流入した排水と混合される。[Operation] With the configuration of the present invention as described above, the raw water is first separated into the floating oil component and the sedimentable substance in the oil-water separation tank, the supernatant oil component is separated and extracted, and the solid substance is precipitated. Then, the waste water containing the emulsified oil separated liquid is fed into the reaction tank. A flocculant is added in the reaction tank, and the emulsified oil liquid is embraced by the flocculant and aggregated, and passes through the nonwoven fabric layer from the lower part of the filter medium composed of a plurality of nonwoven fabric layers laminated in the longitudinal direction together with air bubbles by the air diffuser. While the air bubbles are being pressed, they are pressed through a narrow filter bed and mixed and stirred, so that the sludge adhering to the surface of the filter medium is washed and floated. The floated oil agglomerates flow into the sedimentation tank together with the sludge, the sludge settles in the sedimentation tank, and the oil agglomerates float to the liquid surface of the sedimentation tank. The floated supernatant oil agglomerates are separated and the treated water is discharged. On the other hand, the sludge settling at the bottom of the settling tank is continuously returned to the oil-water separation tank and mixed again with the newly introduced wastewater.
以下、本発明の油水処理装置について図面に基いてその
実施例を説明する。An embodiment of the oil and water treatment apparatus of the present invention will be described below with reference to the drawings.
油水分離装置は油水分離槽(1)、反応槽(2)及び沈
殿池(3)からなる。油水分離槽(1)では原排水が流
入され比重差により原排水を浮上性成分と沈降性物質と
に分離する。油水分離槽(1)と反応槽(2)との間に
は連通管(4)を設け、両槽間で排水を油水分離槽
(1)から反応槽(2)へ流出させる。反応槽(2)の
底部には空気を供給し、気泡を液中に放散する散気管
(5)を配設する。また反応槽(2)の中には汚水の通
過方向に対して直交するように濾過材層(6)を多数立
設する。濾過材層(6)は例えば合成繊維を交絡させた
不織布からなり、第2図(イ)に示すように濾過材層
(6)の下端縁を厚み方向の中間から開裂し、開裂した
間隙にステンレスワイヤ(7)を端縁方向に平行に挿入
する。ついで濾過材層(6)の開裂端縁を集束し、第2
図(ロ)に示すように端縁が両面テーパー状になるよう
に合成樹脂接着剤(8)で凝固し、ワイヤ(7)を一定
位置に定置させる。第3図に示すようにステンレスワイ
ヤ(7)の両端を反応槽(2)の対向壁面の窓面(9)
上の凹孔(10)に差し込み固定する。The oil / water separation device comprises an oil / water separation tank (1), a reaction tank (2) and a sedimentation tank (3). In the oil-water separation tank (1), raw wastewater is introduced and separated into a floating component and a sedimentable substance due to the difference in specific gravity. A communication pipe (4) is provided between the oil / water separation tank (1) and the reaction tank (2), and wastewater is allowed to flow from the oil / water separation tank (1) to the reaction tank (2) between both tanks. Air is supplied to the bottom of the reaction tank (2), and an air diffuser (5) that disperses air bubbles in the liquid is provided. In addition, a large number of filter material layers (6) are provided upright in the reaction tank (2) so as to be orthogonal to the passage direction of the wastewater. The filter material layer (6) is made of, for example, a non-woven fabric in which synthetic fibers are entangled, and the lower end edge of the filter material layer (6) is cleaved from the middle in the thickness direction as shown in FIG. Insert the stainless wire (7) parallel to the edge direction. The cleaved edges of the filter layer (6) are then focused and the second
As shown in the figure (b), the wire is fixed at a fixed position by solidifying with a synthetic resin adhesive (8) so that both edges are tapered. As shown in FIG. 3, the both ends of the stainless wire (7) are connected to the window surface (9) of the opposing wall surface of the reaction tank (2).
Insert into the upper recess (10) and secure.
一方、反応槽(2)の上方には凝集剤注入装置(11)を
設置し、凝集剤注入装置(11)に流出管(12)を連接し
油水分離槽(1)と反応槽(2)との連通管(4)の上
方に流出管(12)の端部を臨ませる。反応槽(2)の下
流側には沈殿池(3)を並設し、反応槽(2)と沈殿池
(3)との間に連結管(13)を設けて、溢流を沈殿池
(3)へ流出する。沈殿池(3)の底部にポンプ(14)
を配設し、ポンプ(14)に連通管(15)を連接して油水
分離槽(1)の上方に連通管(15)を延長して沈殿池
(3)に沈降した汚泥の一部を油水分離槽(1)に返送
する。On the other hand, a coagulant injection device (11) is installed above the reaction tank (2), and an outflow pipe (12) is connected to the coagulant injection device (11) to connect the oil-water separation tank (1) and the reaction tank (2). The end of the outflow pipe (12) is faced above the communication pipe (4) with. A settling tank (3) is installed in parallel on the downstream side of the reaction tank (2), and a connecting pipe (13) is provided between the reaction tank (2) and the settling tank (3) to prevent overflow from the settling tank (3). It flows to 3). Pump (14) at the bottom of the settling basin (3)
Is installed and the communication pipe (15) is connected to the pump (14) to extend the communication pipe (15) above the oil / water separation tank (1) to remove a part of the sludge settling in the sedimentation tank (3). Return to the oil / water separation tank (1).
油水分離処理の一例について作用を説明する。ちゅう房
原排水が20m3/日、油水分離槽(1)に流入される。油
水分離槽(1)では比重の小さい油脂分は液面に浮上す
るので定期的に浮上油脂を分離排出する。一方、固形物
等の沈降性物質は油水分離槽(1)の底部に沈降する。
他方、油脂が乳化懸濁した乳化排水液は排水中に混合し
ながら連通管(4)を経て反応槽(2)に流入する。The operation of an example of the oil / water separation process will be described. Chubobara drainage flows into the oil-water separation tank (1) at 20 m 3 / day. In the oil / water separation tank (1), oil and fat having a small specific gravity floats on the liquid surface, and thus the floating oil and fat is separated and discharged periodically. On the other hand, sedimentable substances such as solids settle at the bottom of the oil / water separation tank (1).
On the other hand, the emulsified waste liquid in which oil and fat are emulsified and suspended flows into the reaction tank (2) through the communication pipe (4) while being mixed in the waste water.
反応槽(2)では凝集剤注入装置(11)からの凝集剤が
添加され、乳化液は凝集しながら散気管(5)によって
放散された気泡とともに濾過材層(6)の下端縁テーパ
ー面間の間隙から不織布層を通過する。この際、濾過材
層(6)の間隙を通るとき、浮上する油凝集塊は加圧さ
れ混合攪拌されながら不織布層に付着している活性汚泥
や濾膜を剥離させ濾過材層(6)を通過する。そして、
これら浮上するスカムは安定した形で上昇する。浮上し
たスカムは連通管(13)を経て沈殿槽(3)に流入す
る。一方少量のスラジは反応槽の底部に沈降するが気泡
とともに浮上し、濾過材層(6)の活性汚泥により分解
浄化され、スカムとともに沈殿池(3)に流入する。流
入された排水のうちスラジは沈殿池(3)の底部に沈降
し、油凝集塊は沈殿池(3)の排液面に浮上する。浮上
した油凝集塊は上澄を分離排出し、清澄した処理後の水
は放流される。また沈殿池(3)の底部に沈降した汚泥
はポンプ(14)により吸引され連通管(15)を経て油水
分離槽(1)へ返送される。In the reaction tank (2), the coagulant from the coagulant injection device (11) is added, and the emulsified liquid coagulates together with the bubbles diffused by the air diffuser pipe (5) between the taper surfaces of the lower end edges of the filter medium layer (6). Through the nonwoven layer. At this time, when passing through the gaps of the filter medium layer (6), the floating oil agglomerates are pressurized and mixed with stirring to peel off the activated sludge and filter membrane adhering to the nonwoven fabric layer to remove the filter medium layer (6). pass. And
These floating scums rise in a stable manner. The floating scum flows into the settling tank (3) through the communication pipe (13). On the other hand, a small amount of sludge settles at the bottom of the reaction tank, but floats along with bubbles, is decomposed and purified by the activated sludge in the filter material layer (6), and flows into the sedimentation tank (3) together with scum. Of the inflowing wastewater, sludge settles at the bottom of the settling basin (3), and oil aggregates float to the drainage surface of the settling basin (3). The floating oil agglomerates separate and discharge the supernatant, and the clarified treated water is discharged. The sludge settling at the bottom of the settling tank (3) is sucked by the pump (14) and returned to the oil / water separation tank (1) through the communication pipe (15).
本発明は上記のような構成を有するので、以下のような
効果を奏するものである。Since the present invention has the above-mentioned structure, it has the following effects.
(1)凝集剤によって凝集された油凝集塊が排水と空気
とを混合攪拌しながら不織布の濾床の狭い空間を通り圧
縮された気泡とともに浮上するので、加圧効果を奏し、
濾床を洗浄することができる。(1) Since the oil agglomerate aggregated by the aggregating agent floats together with the air bubbles compressed through the narrow space of the filter bed of the non-woven fabric while mixing and stirring the waste water and the air, it exerts a pressure effect,
The filter bed can be washed.
(2)短い反応時間で浮上物(スカム)を安定した形で
浮上させることができる。(2) The levitated object (scum) can be levitated in a stable form in a short reaction time.
(3)濾床による生物分解がなされるので、発生するス
カムが少なく簡単な曝気で短時間の処理が計ることがで
きる。(3) Since biodegradation is performed by the filter bed, the amount of scum generated is small, and the treatment can be performed in a short time with simple aeration.
(4)濾材の下端が接着剤で集束されているので、気泡
とともに浮上する油凝集塊が濾材中で閉塞されないので
順次濾材中を通過できる。(4) Since the lower end of the filter medium is bundled with the adhesive, the oil agglomerates floating with the bubbles are not blocked in the filter medium and can pass through the filter medium in sequence.
以下、本実施例の装置で排水を処理したデーターを示す 原排水BOD 1000ppm 原排水COD 800ppm 原排水ノルマルヘキサン値 200ppm 浮遊物値(SS値) 500ppm 凝集剤濃度 原排水の2% 原排水PH 6.0〜8.0 最終BOD 300ppm以下 最終COD 300ppm以下 最終ノルマルヘキサン値 30ppm以下 最終SS値 100ppm以下 最終PH 6.1〜8.0 このように処理滞留時間50分でBOD除去率50%、ノルマ
ルヘキサン除去率90%という結果がえられた。The following shows the data obtained by treating the wastewater with the equipment of this example Raw wastewater BOD 1000ppm Raw wastewater COD 800ppm Raw wastewater Normal hexane value 200ppm Floating matter value (SS value) 500ppm Flocculant concentration 2% of raw wastewater PH 6.0- 8.0 Final BOD 300ppm or less Final COD 300ppm or less Final normal hexane value 30ppm or less Final SS value 100ppm or less Final PH 6.1 to 8.0 In this way, a treatment retention time of 50 minutes gives a BOD removal rate of 50% and normal hexane removal rate of 90%. Was given.
本発明の装置はちゅう房から排出された油水分離用とし
て述べたが、一般建築物から排出する雑排水、糞尿排水
などの沈殿法、活性汚泥法、曝気法などで処理した原排
水の二次処理等にも有効である。Although the device of the present invention has been described for separating oil and water discharged from the buncho, secondary treatment of raw wastewater that has been treated by general wastewater discharged from general buildings, precipitation method such as manure wastewater, activated sludge method, aeration method, etc. It is also effective for
第1図は本発明の実施例を示す油水分離装置の概略側面
図、第2図(イ)は不織布からなる濾過材層のステンレ
スワイヤを端縁から挿入する前の端縁を開裂した状態の
側面図、第2図(ロ)は濾過材層の端縁を合成樹脂接着
剤で凝固した状態の側面図、第3図は反応槽の壁面の一
部を示す斜視図、第4図は従来の加圧浮上法による汚水
処理装置の概略図である。 (1)……油水分離槽、(2)……反応槽 (3)……沈殿池、(5)……散気管 (6)……濾過材層、(7)……ステンレスワイヤ (8)……合成樹脂接着剤 (11)……凝集剤注入装置FIG. 1 is a schematic side view of an oil / water separator showing an embodiment of the present invention, and FIG. 2 (a) is a state in which a stainless steel wire of a filter material layer made of a non-woven fabric is cut off before the stainless wire is inserted from the edge. A side view, FIG. 2 (b) is a side view of a state in which the edge of the filter medium layer is solidified with a synthetic resin adhesive, FIG. 3 is a perspective view showing a part of the wall of the reaction tank, and FIG. FIG. 3 is a schematic view of a sewage treatment apparatus by the pressure floating method of FIG. (1) …… Oil water separation tank, (2) …… Reaction tank (3) …… Sedimentation tank, (5) …… Air diffuser (6) …… Filtration material layer, (7) …… Stainless wire (8) …… Synthetic resin adhesive (11) …… Coagulant injection device
Claims (2)
油水分離槽、不織布状濾材と該濾材に酸素を供給する散
気管と凝集剤注入装置とを備えた反応槽及び前記反応槽
から流出した汚泥水を清水と汚泥に分離する沈殿池とか
らなることを特徴とする油水処理装置。1. An oil-water separation tank for separating raw water into a floating oil and a sedimentation material, a reaction tank equipped with a nonwoven fabric-like filter medium, a diffusing pipe for supplying oxygen to the filter medium, and a coagulant injection device, and from the reaction chamber. An oil water treatment device comprising a settling tank for separating outflowed sludge water into fresh water and sludge.
各不織布層の下端を接着剤で集束したことを特徴とする
請求項(1)記載の油水処理装置。2. A filter medium comprising a plurality of non-woven fabric layers laminated in the longitudinal direction,
The oil-water treatment device according to claim 1, wherein the lower ends of the respective nonwoven fabric layers are bundled with an adhesive.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1043279A JPH0696156B2 (en) | 1989-02-27 | 1989-02-27 | Oil water treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1043279A JPH0696156B2 (en) | 1989-02-27 | 1989-02-27 | Oil water treatment equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02222797A JPH02222797A (en) | 1990-09-05 |
| JPH0696156B2 true JPH0696156B2 (en) | 1994-11-30 |
Family
ID=12659368
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1043279A Expired - Lifetime JPH0696156B2 (en) | 1989-02-27 | 1989-02-27 | Oil water treatment equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0696156B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0763716B2 (en) * | 1990-08-24 | 1995-07-12 | 株式会社カイト | Biological filter bed purification device |
| JP2005319448A (en) * | 2004-04-09 | 2005-11-17 | Ik Shoji Kk | Treatment method of organic matter-containing sewage |
| JP5767593B2 (en) * | 2012-01-24 | 2015-08-19 | 株式会社日立製作所 | Oil content water treatment system |
| CN110156193A (en) * | 2019-05-23 | 2019-08-23 | 周粉粉 | A kind of adjustable environment-protection wastewater processing unit |
| CN112225357A (en) * | 2020-10-30 | 2021-01-15 | 芜湖海创环保科技有限责任公司 | A process water treatment system for oily sludge treatment equipment |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54144761A (en) * | 1978-05-01 | 1979-11-12 | Asahi Chem Ind Co Ltd | Method of treating waste water containing oil |
-
1989
- 1989-02-27 JP JP1043279A patent/JPH0696156B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02222797A (en) | 1990-09-05 |
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