JPH02222797A - Oil-water treatment apparatus - Google Patents
Oil-water treatment apparatusInfo
- Publication number
- JPH02222797A JPH02222797A JP1043279A JP4327989A JPH02222797A JP H02222797 A JPH02222797 A JP H02222797A JP 1043279 A JP1043279 A JP 1043279A JP 4327989 A JP4327989 A JP 4327989A JP H02222797 A JPH02222797 A JP H02222797A
- Authority
- JP
- Japan
- Prior art keywords
- oil
- water
- tank
- sludge
- floating
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 46
- 238000011282 treatment Methods 0.000 title claims description 15
- 239000010802 sludge Substances 0.000 claims abstract description 27
- 238000006243 chemical reaction Methods 0.000 claims abstract description 22
- 238000000926 separation method Methods 0.000 claims abstract description 22
- 239000004745 nonwoven fabric Substances 0.000 claims abstract description 12
- 238000005273 aeration Methods 0.000 claims abstract description 11
- 238000007667 floating Methods 0.000 claims description 11
- 239000000126 substance Substances 0.000 claims description 11
- 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
- 229910052760 oxygen Inorganic materials 0.000 claims description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 2
- 239000013505 freshwater Substances 0.000 claims description 2
- 238000010030 laminating Methods 0.000 claims description 2
- 239000001301 oxygen Substances 0.000 claims description 2
- 239000002351 wastewater Substances 0.000 abstract description 34
- 238000000034 method Methods 0.000 abstract description 18
- 239000007788 liquid Substances 0.000 abstract description 10
- 238000004062 sedimentation Methods 0.000 abstract description 9
- 239000000463 material Substances 0.000 abstract description 8
- 238000004891 communication Methods 0.000 abstract description 7
- 239000007787 solid Substances 0.000 abstract description 2
- 239000002699 waste material Substances 0.000 abstract description 2
- 239000003921 oil Substances 0.000 description 24
- 238000005188 flotation Methods 0.000 description 9
- 230000000694 effects Effects 0.000 description 5
- VLKZOEOYAKHREP-UHFFFAOYSA-N n-Hexane Chemical compound CCCCCC VLKZOEOYAKHREP-UHFFFAOYSA-N 0.000 description 5
- 239000010797 grey water Substances 0.000 description 4
- 229910001220 stainless steel Inorganic materials 0.000 description 4
- 239000006228 supernatant Substances 0.000 description 4
- 239000000701 coagulant Substances 0.000 description 3
- 239000010840 domestic wastewater Substances 0.000 description 3
- 235000014593 oils and fats Nutrition 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
- 230000001105 regulatory effect Effects 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 238000004065 wastewater treatment Methods 0.000 description 2
- 241001455214 Acinonyx jubatus Species 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000006065 biodegradation reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 239000000383 hazardous chemical Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000003672 processing method 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
- 239000004576 sand Substances 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 210000002700 urine Anatomy 0.000 description 1
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Removal Of Floating Material (AREA)
Abstract
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 is a method for physically treating domestic wastewater and gray water discharged from general houses, apartment complexes, high-rise buildings, etc., commercial wastewater from the food service industry, restaurants, etc. The present invention relates to a device for bioadsorption and decomposition treatment, particularly to a device for separating and treating oily water in wastewater.
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
址、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, gray water, and business wastewater are clean water that is physically and chemically mixed or combined with organic and inorganic substances, and if such wastewater is released into the natural world as it is, it cannot be decomposed and purified by natural purification alone. However, it is known that the concentration exceeds the natural cycle, causing adverse effects.
そこでこれら排水による汚濁を防止し環境の浄化をaす
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。Therefore, various wastewater treatment methods have been developed to prevent pollution caused by these wastewaters and purify the environment. In other words, the physical processing method is solid-liquid separation.
濾過方式、吸着方式かあり、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、Co、、H,O等の
無機物として変化し、自然界へ還元される。There are filtration methods and adsorption methods, and the biological treatment method is the domestic sludge method.The domestic sludge method is effective in terms of equipment miniaturization, simplicity, economic efficiency, and especially the small amount of surplus products, and the activated sludge method has become the mainstream wastewater treatment method. With this method, wastewater generated from normal daily life and business activities, excluding special hazardous substances, is easily bioadsorbed and decomposed by aerobic and anaerobic organisms, and converted into inorganic substances such as Co, H, and O. and returned to the natural world.
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。Here, a pressurized flotation method as shown in FIG. 4 is known as an activated sludge method. In other words, wastewater is contaminated by physical treatments such as screening, sedimentation, and flotation.
浮遊物、遊離した油分などを分離、除去した後。After separating and removing floating matter, free oil, etc.
!1111槽(2工)に流入され、水質の均質化、PH
1ll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。! Flowed into tank 1111 (2nd plant), homogenized water quality, pH
1 liter, etc., and then the waste water stored in the adjustment tank (21) is sent to the pressurized flotation tank (22). Here, a polymer flocculant is added from the dissolution tank (23), pressurized air is sent to the pressurized flotation tank (22) by a pressure pump, the waste is floated together with air bubbles, and a certain amount of it is continuously aerated. Tank (24)
send to The wastewater that has entered the aeration tank (24) is aerated and mixed with activated sludge for a certain period of time, and organic matter is oxidized and decomposed. Also, at this time, pollutants such as fine earth and sand are adsorbed by the sludge.
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。The mixed liquid of sludge and treated water in the aeration tank (24) is then guided by natural flow to the settling tank (25). Here, the mixed liquid is allowed to stagnate and the sludge is separated by sedimentation. After the oil and flocculant are separated as a supernatant liquid, the treated water is discharged. This activated sludge treatment process removes over 95% of BOD from wastewater.
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, in the above-mentioned pressurized flotation method, the equipment is large, so a large installation area must be taken, and the residence time is 2.
It took a long time, 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。In addition, in the device using the above pressure flotation method, the pressure flotation tank (
22), the wastewater is treated with a coagulant in advance to remove some organic substances and lower the BOD.
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。Since activated sludge treatment is performed in the aeration layer (24), a pressurized flotation tank (22) and an 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50ポ以
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, sewage standards have recently become stricter, and wastewater from the restaurant industry, etc., where business wastewater is more than 50 ppm, is likely to be regulated to an oil content of 30 ppm or less based on normal hexane as an extractant, making countermeasures urgently needed.
本発明は、上記事情に鑑み、生活排水、雑排水。In view of the above circumstances, the present invention is directed to domestic wastewater and gray water.
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ヤ
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 particular, it is possible to clear the above regulatory values in a short time and at a low cost by performing physical and bioadsorption decomposition treatment of business wastewater, and above all, separating the emulsified oil in the wastewater by converting the two-stage treatment process into one. The challenge is to make this happen.
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。In order to solve the above problems, the present invention provides a reaction system equipped with an oil-water separation tank that separates raw water into floating oil and sedimentary substances, a nonwoven filter medium, an aeration pipe that supplies oxygen to the filter medium, and a flocculant injection device. An oil water treatment device consisting of a tank and a settling tank that separates 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 nonwoven fabric layers in the vertical direction, and the lower end of each nonwoven fabric layer is attached with an adhesive. It is constructed into a concentrated oil-water separator.
本発明は上記のように構成することにより、先ず〃X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、Ii!!形物質形部質する。つい
で乳化油分液を含む排水は反応槽に送入される0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
圧され混合撹拌されるので、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、
1iJ+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。By configuring the present invention as described above, first, X water is separated into floating oil and settling substances in an oil-water separation tank, and the supernatant oil is separated and extracted, and Ii! ! Shape substance form substance. Next, the waste water containing the emulsified oil liquid is sent to a reaction tank. In the reaction tank, a flocculant is added, and the emulsified oil liquid is surrounded by the flocculant and coagulates, and is separated from a plurality of vertically laminated nonwoven fabric layers. The sludge that has adhered to the surface of the filter medium is washed away as it passes through the non-woven fabric layer from the bottom of the filter medium along with air bubbles from the aeration pipe, pressurizes the air bubbles, and passes through the narrow filter bed to be mixed and stirred. surface. The floating oil flocs flow into the settling tank together with the sludge, and the sludge settles in the settling tank.
The 1iJ+ aggregate floats to the surface of the settling tank. The oil agglomerates in the supernatant that float to the surface are separated and the treated water is discharged. On the other hand, the sludge that has settled at the bottom of the settling tank is continuously returned to the oil-water separation tank and mixed with newly inflowing 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。Embodiments 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)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0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
。J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+a(2)の対向壁面の窓面(9)上の凹
孔(io)に差し込み固定する。The oil-water separator consists of an oil-water separation tank (1), a reaction tank (2), and a settling tank (3). Raw wastewater flows into the oil-water separation tank (1), and due to the difference in specific gravity, the raw wastewater is separated into buoyant components and sedimentary substances. Separate into two parts. A communication pipe (4) is provided between the oil-water separation tank (1) and the reaction tank (2), and the waste water is transferred between the two tanks to the oil-water separation tank (1).
) to the reaction tank (2). At the bottom of the reaction tank (2) is an aeration pipe (5) that supplies air and diffuses air bubbles into the liquid.
Place. In addition, a large number of filtering material layers (6) are installed in the reaction tank (2) so as to be perpendicular to the direction in which the wastewater passes. The J filter material layer (6) is made of, for example, a nonwoven fabric with synthetic fibers intertwined with each other, and as shown in FIG. Insert the stainless steel wire (7) parallel to the edge direction. Then, the torn edges of the filter material layer (6) are gathered together, and as shown in Fig. 2 (b)
The wire (7) is solidified with a synthetic resin adhesive (8) so that the edges are tapered on both sides as shown in FIG. Stainless steel wire (7) as shown in Figure 3
Insert both ends of the reaction +a (2) into the recessed holes (io) on the window surface (9) on the opposite wall surface and fix.
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+6 (2)との連通管
(4)の上方に流出管(12)の端部を臨ませる0反応
槽(2)の下流側には沈殿A (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^出する。沈jll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 flocculant injection device (11) is installed above the reaction tank (2).
, connect the outflow pipe (12) to the flocculant injection device (11), and connect the end of the outflow pipe (12) above the communication pipe (4) between the oil-water separation tank (1) and the reaction +6 (2). Sedimentation A (3) is installed in parallel on the downstream side of the 0 reaction tank (2) facing the water, and a connecting pipe (13) is installed between the reaction tank (2) and the sedimentation tank (3) to prevent overflow. is discharged to the sedimentation tank (3). A pump (14) is installed at the bottom of the settling basin (3), and a communicating pipe (15) is connected to the pump (14) and extended above the oil-water separation tank (1). A part of the sludge settled in the settling tank (3) is returned 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。The operation of an example of oil/water separation processing will be explained.
ちゅう房Dx排水が20ポ/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。The wastewater from the chamber Dx flows into the oil/water separation tank (1) at a rate of 20 liters/day. In the oil/water separation tank (1), oils and fats with low specific gravity float to the liquid surface, so the floating oils and fats are periodically separated and discharged.
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(39)
に流入する。On the other hand, sedimentary substances such as solids settle to the bottom of the oil/water separation tank (1). On the other hand, the emulsified wastewater containing emulsified oils and fats is mixed with the wastewater and flows through the communication pipe (4) to the reaction tank (39).
flows into.
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
され混合撹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。In the reaction tank (2), the flocculant from the flocculant injection device (11) is added, and the emulsion is flocculated together with air bubbles diffused by the air diffuser (5) between the tapered surfaces of the lower edge of the filter layer (6). It passes through the nonwoven fabric layer through the gaps. At this time, when passing through the gap in the filter material layer (6), the floating oil aggregates are pressurized and mixed and agitated to peel off the activated sludge and filter membrane adhering to the nonwoven fabric layer and to form the filter material layer (6). pass. These floating scum then rise in a stable manner. The floated scum flows into the settling tank (3) via the communication pipe (13).
方少凰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NJ(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
油凝集魂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W (15)を経て油
水分離槽(1)へ返送される。The sludge from Fang Shaohuang settles to the bottom of the reaction tank, but floats up together with air bubbles, is decomposed and purified by the activated sludge of the filter medium NJ (6), and flows into the settling tank (3) together with the scum. Among the inflowing wastewater, sludge settles to the bottom of the settling tank (3),
The oil flocs float to the surface of the drainage tank (3). The supernatant of the agglomerated oil that has surfaced is separated and discharged, and the clarified treated water is discharged. Further, the sludge settled at the bottom of the settling tank (3) is sucked by the pump (14) and returned to the oil-water separation tank (1) via the communication W (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 configuration, 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
とを混合撹拌しなか、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) The oil flocs flocculated by the flocculant mix and stir the waste water and air, pass through the narrow space of the non-woven filter bed, and float together with compressed air bubbles, creating a pressurizing effect and 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) Floating objects (scum) can be floated in a stable manner 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 occurs through a filter bed, less scum is generated, and treatment can be carried out 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 bound with an adhesive, the oil aggregates floating together with air bubbles are not blocked in the filter medium and can pass through the filter medium one after another.
以下1本実施例の装置で排水を処理したチーターを示す
原排水BOD loooppm原
排水COD 800ppm原排
水ノルマルヘキサン値 200 ppu+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 3Qppm以を最終SS
値 100ppii以下最終PH6
,i〜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%という結果かえられた
。The following shows the cheetah whose wastewater was treated with the device of this example. Raw wastewater BOD loooppm raw wastewater COD 800ppm raw wastewater normal hexane value 200 ppu + suspended matter value (SS value) 500ppm coagulant concentration 2% of raw wastewater PH
6,0~8.0 Final BOD 300ppm or less Final COD 300ppm or less Final normal hexane value 3Qppm or more Final SS
Value 100ppii or less Final PH6
,i~8,0 In this way, BOD removal rate is 50% with treatment residence time of 50 minutes.
, the n-hexane removal rate was 90%.
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、具尿排水
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 as being for separating oil and water discharged from a cellar, it can also be used to separate raw wastewater discharged from general buildings, such as gray water and urine wastewater, which have been treated by the sedimentation method, activated sludge method, aeration method, etc. It is also effective for processing, etc.
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N
(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 according to an embodiment of the present invention, and Fig. 2 (a) shows a state in which the edge of the filter layer made of non-woven fabric is torn before inserting the stainless steel wire from the edge. Figure 2 (b) is a side view of the edge of the filter material layer solidified with synthetic resin adhesive, Figure 3 is a perspective view showing part of the wall of the reaction tank, Figure 4 is the conventional 1 is a schematic diagram of a sewage treatment device using a pressure flotation method. (1)...Oil-water separation tank (2)...Reaction tank (3)...
Sedimentation tank (5)・Diffuser pipe (6)...filter material N
(7)... Stainless steel wire (8)... Synthetic resin adhesive (11)... Coagulant injection device
Claims (2)
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) A reaction tank equipped with an oil-water separation tank that separates raw water into floating oil and sedimentary substances, a non-woven filter medium, an aeration pipe that supplies oxygen to the filter medium, and a flocculant injection device, and an oil-water separation tank that separates raw water into floating oil and sedimentary substances; An oil water treatment device characterized by comprising a settling tank that separates sludge water into fresh water and sludge.
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) The oil and water treatment apparatus according to claim (1), wherein the filter medium is formed by laminating a plurality of nonwoven fabric layers in the vertical direction, and the lower end of each nonwoven fabric layer is bound together 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 true JPH02222797A (en) | 1990-09-05 |
| JPH0696156B2 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) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04104897A (en) * | 1990-08-24 | 1992-04-07 | Kaito:Kk | Biological trickling filter type water purifying device |
| JP2005319448A (en) * | 2004-04-09 | 2005-11-17 | Ik Shoji Kk | Treatment method of organic matter-containing sewage |
| JP2013150951A (en) * | 2012-01-24 | 2013-08-08 | Hitachi Plant Technologies Ltd | Oil-containing 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 |
Citations (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
Patent Citations (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 |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04104897A (en) * | 1990-08-24 | 1992-04-07 | Kaito:Kk | Biological trickling filter type water purifying device |
| JP2005319448A (en) * | 2004-04-09 | 2005-11-17 | Ik Shoji Kk | Treatment method of organic matter-containing sewage |
| JP2013150951A (en) * | 2012-01-24 | 2013-08-08 | Hitachi Plant Technologies Ltd | Oil-containing 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0696156B2 (en) | 1994-11-30 |
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