JPH0358795B2 - - Google Patents
Info
- Publication number
- JPH0358795B2 JPH0358795B2 JP2933988A JP2933988A JPH0358795B2 JP H0358795 B2 JPH0358795 B2 JP H0358795B2 JP 2933988 A JP2933988 A JP 2933988A JP 2933988 A JP2933988 A JP 2933988A JP H0358795 B2 JPH0358795 B2 JP H0358795B2
- Authority
- JP
- Japan
- Prior art keywords
- tank body
- sewage
- pipe
- bacteria
- air injection
- 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
- 241000894006 Bacteria Species 0.000 claims description 30
- 239000010865 sewage Substances 0.000 claims description 28
- 238000002347 injection Methods 0.000 claims description 14
- 239000007924 injection Substances 0.000 claims description 14
- 238000005192 partition Methods 0.000 claims description 12
- 238000011282 treatment Methods 0.000 claims description 12
- 244000005700 microbiome Species 0.000 claims description 7
- 239000000126 substance Substances 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims 1
- 239000002351 wastewater Substances 0.000 description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 239000006228 supernatant Substances 0.000 description 6
- 238000005273 aeration Methods 0.000 description 5
- 238000001514 detection method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 239000005416 organic matter Substances 0.000 description 4
- 238000004062 sedimentation Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 230000000813 microbial effect Effects 0.000 description 3
- 239000013049 sediment Substances 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 2
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 description 2
- SIKJAQJRHWYJAI-UHFFFAOYSA-N Indole Chemical compound C1=CC=C2NC=CC2=C1 SIKJAQJRHWYJAI-UHFFFAOYSA-N 0.000 description 2
- ISAKRJDGNUQOIC-UHFFFAOYSA-N Uracil Chemical compound O=C1C=CNC(=O)N1 ISAKRJDGNUQOIC-UHFFFAOYSA-N 0.000 description 2
- 230000001580 bacterial effect Effects 0.000 description 2
- OPTASPLRGRRNAP-UHFFFAOYSA-N cytosine Chemical compound NC=1C=CNC(=O)N=1 OPTASPLRGRRNAP-UHFFFAOYSA-N 0.000 description 2
- 238000000354 decomposition reaction Methods 0.000 description 2
- 239000010794 food waste Substances 0.000 description 2
- 239000010800 human waste Substances 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 238000007254 oxidation reaction Methods 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- ZFRKQXVRDFCRJG-UHFFFAOYSA-N skatole Chemical compound C1=CC=C2C(C)=CNC2=C1 ZFRKQXVRDFCRJG-UHFFFAOYSA-N 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 241000894007 species Species 0.000 description 2
- RWQNBRDOKXIBIV-UHFFFAOYSA-N thymine Chemical compound CC1=CNC(=O)NC1=O RWQNBRDOKXIBIV-UHFFFAOYSA-N 0.000 description 2
- 241000186361 Actinobacteria <class> Species 0.000 description 1
- 229930024421 Adenine Natural products 0.000 description 1
- GFFGJBXGBJISGV-UHFFFAOYSA-N Adenine Chemical compound NC1=NC=NC2=C1N=CN2 GFFGJBXGBJISGV-UHFFFAOYSA-N 0.000 description 1
- 241000233866 Fungi Species 0.000 description 1
- WHUUTDBJXJRKMK-UHFFFAOYSA-N Glutamic acid Natural products OC(=O)C(N)CCC(O)=O WHUUTDBJXJRKMK-UHFFFAOYSA-N 0.000 description 1
- CKLJMWTZIZZHCS-REOHCLBHSA-N L-aspartic acid Chemical compound OC(=O)[C@@H](N)CC(O)=O CKLJMWTZIZZHCS-REOHCLBHSA-N 0.000 description 1
- WHUUTDBJXJRKMK-VKHMYHEASA-N L-glutamic acid Chemical compound OC(=O)[C@@H](N)CCC(O)=O WHUUTDBJXJRKMK-VKHMYHEASA-N 0.000 description 1
- AYFVYJQAPQTCCC-GBXIJSLDSA-N L-threonine Chemical compound C[C@@H](O)[C@H](N)C(O)=O AYFVYJQAPQTCCC-GBXIJSLDSA-N 0.000 description 1
- 240000004808 Saccharomyces cerevisiae Species 0.000 description 1
- AYFVYJQAPQTCCC-UHFFFAOYSA-N Threonine Natural products CC(O)C(N)C(O)=O AYFVYJQAPQTCCC-UHFFFAOYSA-N 0.000 description 1
- 239000004473 Threonine Substances 0.000 description 1
- 229960000643 adenine Drugs 0.000 description 1
- 150000001412 amines Chemical class 0.000 description 1
- 235000001014 amino acid Nutrition 0.000 description 1
- 150000001413 amino acids Chemical class 0.000 description 1
- 229910021529 ammonia Inorganic materials 0.000 description 1
- 239000003242 anti bacterial agent Substances 0.000 description 1
- 230000000844 anti-bacterial effect Effects 0.000 description 1
- 229940088710 antibiotic agent Drugs 0.000 description 1
- 235000003704 aspartic acid Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- OQFSQFPPLPISGP-UHFFFAOYSA-N beta-carboxyaspartic acid Natural products OC(=O)C(N)C(C(O)=O)C(O)=O OQFSQFPPLPISGP-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 239000002361 compost Substances 0.000 description 1
- 238000009264 composting Methods 0.000 description 1
- 229940104302 cytosine Drugs 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 229940079593 drug Drugs 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 210000003608 fece Anatomy 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 235000013922 glutamic acid Nutrition 0.000 description 1
- 239000004220 glutamic acid Substances 0.000 description 1
- 239000005556 hormone Substances 0.000 description 1
- 229940088597 hormone Drugs 0.000 description 1
- 229910000037 hydrogen sulfide Inorganic materials 0.000 description 1
- PZOUSPYUWWUPPK-UHFFFAOYSA-N indole Natural products CC1=CC=CC2=C1C=CN2 PZOUSPYUWWUPPK-UHFFFAOYSA-N 0.000 description 1
- RKJUIXBNRJVNHR-UHFFFAOYSA-N indolenine Natural products C1=CC=C2CC=NC2=C1 RKJUIXBNRJVNHR-UHFFFAOYSA-N 0.000 description 1
- 208000015181 infectious disease Diseases 0.000 description 1
- 230000002458 infectious effect Effects 0.000 description 1
- 239000010871 livestock manure Substances 0.000 description 1
- 230000002503 metabolic effect Effects 0.000 description 1
- 239000002207 metabolite Substances 0.000 description 1
- 150000007523 nucleic acids Chemical class 0.000 description 1
- 102000039446 nucleic acids Human genes 0.000 description 1
- 108020004707 nucleic acids Proteins 0.000 description 1
- 235000019645 odor Nutrition 0.000 description 1
- 150000007524 organic acids Chemical class 0.000 description 1
- 235000005985 organic acids Nutrition 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 244000052769 pathogen Species 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 229940074386 skatole Drugs 0.000 description 1
- 230000031068 symbiosis, encompassing mutualism through parasitism Effects 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- 235000008521 threonine Nutrition 0.000 description 1
- 229940113082 thymine Drugs 0.000 description 1
- 229940035893 uracil Drugs 0.000 description 1
- 239000011782 vitamin Substances 0.000 description 1
- 235000013343 vitamin Nutrition 0.000 description 1
- 229940088594 vitamin Drugs 0.000 description 1
- 229930003231 vitamin Natural products 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Biological Treatment Of Waste Water (AREA)
Description
〔産業上の利用分野〕
この発明は汚水処理装置、特に、豚舎から排出
する糞尿処理に好適な汚水処理装置に関するもの
である。
〔従来の技術〕
一般に、汚水処理装置は第4図に示す如く、汚
水源(図示せず)の汚水を調整槽41に貯留し、
該調整槽41内に貯留された汚水をポンプ42で
汲み上げて曝気槽43に流入するとともに、曝気
槽43内のブロワー44を作動して空気を供給し
て細菌の活動を助長することにより、汚水中に含
まれる有機物の酸化・分解を行つた後、その汚水
を沈澱槽45に流入して汚泥を沈降分離し、その
上澄水を消毒して放流するようにしている。この
場合、沈澱槽45に沈降した汚泥には汚水中の有
機物を酸化・分解する細菌が多量に含まれている
ため、再度曝気槽44に仮送して使用される。
〔発明が解決しようとする問題点〕
ところが、上記のような汚水処理装置は曝気は
曝気槽、沈降分離は沈澱槽というように、各処理
をそれぞれ別々の槽で行つているため、装置全体
が大型化して広い設置面積を必要とする欠点があ
つたばかりでなく、汚水中の有機物の酸化・分解
に相当の時間を要していた。
この発明は上記の問題点を解消するためのもの
で、汚水の処理時間を大幅に短縮でき、しかも、
小型にして設置面積の小さい汚水処理装置を提供
することを目的としている。
〔問題を解決するための手段〕
上記目的を達成するため、この発明は槽本体の
底部側に接続した汚水流入管の接続口部より上の
槽本体内に、槽本体外に設けた送風機に送風管を
介して連通する空気噴射管を設け、該空気噴射管
より上に、多数の貫通孔を有するプラスチツクダ
ンボール間にフイルタを介装してなる仕切板を設
置し、かつ、前記送風管の途中に、汚水の流入を
検知して粉末状の特殊菌をその貯蔵タンクから取
出して前記槽本体内に供給する特殊菌供給手段を
設けることにより、特殊菌の働きを利用できるよ
うにするとともに、汚水の酸化・分解及び沈降分
離を一つの槽内で行えるように構成したものであ
る。
〔実施例〕
以下、この発明を第1図、第2図に示す一実施
例に基づいて説明する。
図においては、1は地中に埋設した槽本体、2
は豚舎等の汚水源3から槽本体1の底部側に接続
した汚水流入管である。
4は前記汚水流入管2の接続口部2′より上の
槽本体1内に設けた複数本の空気噴射管で、該空
気噴射管4は送風管5を介して送風機6に連通し
ている。この空気噴射管4の下面側にはそれぞれ
適当間隔(15cm間隔程度が良い)で空気噴出孔4
aが設けられ、汚水流入管2から槽本体1内に流
入して来た汚水に向けて空気を噴射できるように
なつている。
7は前記送風管5の途中に、汚水の流入を検知
して粉末状の特殊菌をその貯蔵タンク7aから取
出して前記槽本体1内に供給する特殊菌供給手段
で、該特殊菌供給手段7の貯蔵タンク7aは前記
送風管5と管7bを介して接続されているこの管
7bには汚水源3から汚水流入管2内へ流入され
る汚水を検知する検知手段8の検知信号によつて
開作動する電磁弁7cが設けられている。
ここに使用する特殊菌とは、オーケー菌(商品
名)と称されるもので、混合培養技術により作ら
れる共生菌と、多種多様(13属80種)な有用微生
物群と、多種(28種)の化学薬品とからなり、用
途に応じて配合される無機成分、そして有機成分
からなる画期的な微生物薬品合成である。
このオーケー菌は微生物が共生することにより
初めて発揮し得る諸機能、いわゆるシンビオシス
効果(共生作用による効果)により、純菌では考
えられない強力な力を発揮するところに一大特徴
を有する。つまり、微生物の生態利用の観点から
特殊な微生物間の共生作用(増殖の効果アツプ、
酸素分泌能力アツプなど)を利用するとともに、
微生物の共働作用(フロラの変化など)の利用に
より菌群としての機能を充実させたものである。
即ち、オーケー菌は、食品破棄物伝染性病原菌に
対する強力な抗菌作用及び各種有機物に対しての
資化使用をもつと共に、その旺盛な微生物活動に
より産出される代謝産物及び微生物菌体そのもの
が各種の核酸(アデニン、チミン、シトシン、ウ
ラシル)、アミノ酸素(グルタミン酸、アスパラ
ギン酸、スレオニン、ブロリンなど)、有機酸、
ビタミン、ホルモン及び抗生物質等を多量に含ん
でおり、食品破棄物にとつて有益な働きをする。
また、オーケー菌は悪臭物質や有害作用物質を
好んで資化・利用してしまうし、優れた堆肥化促
進効果をもつ。しかも、処理された堆肥には良質
な代謝産物が含まれる。従つて、自然界において
悪臭とは硫化水素、アンモニア、メルカプタン、
インドール、スカトール、揮発性アミン等を多量
発生したものをいうが、これらを押さえる効果が
充分にある。なお、オーケー菌に含有される微生
物は酵母、放線菌、細菌、有用糸状菌、化学薬品
である。
9は前記空気噴射管4より上に設置した仕切板
で、該仕切板9は槽本体1内を上半部と下半部と
に区分するとともに、下部で処理したものを上部
に通過させるためのものである。しかして、仕切
板9は多数の貫通孔9aを面方向に有するプラス
チツクダンボール9b、9b′間に多数の繊維を集
束してなるフイルタ9cを介装してなる。ここ
に、プラスチツクダンボール9b、9b′を用いた
のは、層間に特殊菌が滞留できる空間を持つこ
と、及びコスト面を考慮したためであり、また、
プラスチツクダンボール9b、9b′間にフイルタ
9cを介装したのは槽本体1の下部で処理したも
のを上部に通過させる際に固形分を濾過するこ
と、及び特殊菌の温床を形成する意味もある。
なお、10は上澄水(処理水)の放流管、11
は沈澱物除去管、12は槽本体1の上面に被せた
蓋体である。
また、第1図では槽本体1の底部が汚水流入管
2の口部2′側から沈澱物除去管11側に向かつ
て傾斜しているが、これは汚水流入管2の口部近
傍に汚水中の固形分が留まつてしまうことを防止
するためと、槽本体1内に沈澱した沈澱物を一方
的に集収させるためである。
次に、上記実施例の作用を説明する。
当初は槽本体1内に水Wを満たし、送風機を稼
働して槽本体1内に空気を送り込んでおく。しか
して、汚水源3から汚水流入管2を通して槽本体
1内に汚水が流入すると、検知手段9の検知信号
により電磁弁7cが開き、特殊菌が空気とともに
矢印Aのように噴射される。これにより汚水中の
有機物は効率的に酸化・分解され、処理後は特殊
菌を含んだ空気とともに矢印Bのように上昇し、
仕切板9を構成するダンボール9b、9b′の貫通
孔9a及びフイルタ9cを通つて矢印Cのように
上部へ移行する。そして、この仕切板9の内部空
間及びフイルタ9c内には特殊菌の一部が滞留
し、それが経時的に増大して特殊菌の温床となる
から、ここを通過する処理済み液は一層浄化され
る。従つて、槽本体1の上部に出た処理済液、即
ち、上澄水として上澄水放流管10から取り出さ
れた液はそのまま河川等に放流できる。
しかして、槽本体1の底部には徐々に固形分が
沈澱するが、これは沈澱物除去管11から随時除
去すればよい。
◎実施例
今、上記装置の試作機を用い、公衆トイレから
採取した人間の屎尿1m3を処理した。この処理に
は屎尿の流入から処理水が上澄水として取り出さ
れるまでに3時間掛かつた。この上澄水を直ちに
社団法人埼玉県環境検査研究協会に持ち込み検査
した処、次表の結果を得た。
[Industrial Application Field] The present invention relates to a sewage treatment device, and particularly to a sewage treatment device suitable for treating manure discharged from a pigsty. [Prior Art] Generally, as shown in FIG. 4, a sewage treatment device stores sewage from a sewage source (not shown) in an adjustment tank 41.
The sewage stored in the adjustment tank 41 is pumped up by the pump 42 and flows into the aeration tank 43, and the blower 44 in the aeration tank 43 is operated to supply air and promote bacterial activity. After oxidizing and decomposing the organic matter contained therein, the sewage flows into a settling tank 45, where the sludge is sedimented and separated, and the supernatant water is disinfected and discharged. In this case, since the sludge settled in the settling tank 45 contains a large amount of bacteria that oxidizes and decomposes organic matter in the sewage, it is temporarily transported to the aeration tank 44 again for use. [Problems to be solved by the invention] However, in the above-mentioned sewage treatment equipment, each treatment is performed in separate tanks, such as aeration in an aeration tank and sedimentation separation in a sedimentation tank, so that the entire equipment is Not only did it have the disadvantage of being large and requiring a large installation area, but it also took a considerable amount of time to oxidize and decompose organic matter in wastewater. This invention is intended to solve the above-mentioned problems, and can significantly shorten the wastewater treatment time.
The purpose is to provide a compact sewage treatment device with a small installation area. [Means for Solving the Problem] In order to achieve the above object, the present invention provides an air blower installed outside the tank body within the tank body above the connection port of the sewage inflow pipe connected to the bottom side of the tank body. An air injection pipe is provided which communicates with the air injection pipe through the air injection pipe, and above the air injection pipe, a partition plate consisting of a filter interposed between plastic cardboard boxes having a large number of through holes is installed; In the middle of the tank, a special bacteria supply means is provided that detects the inflow of sewage, takes out powdered special bacteria from the storage tank, and supplies it into the tank body, thereby making it possible to utilize the function of the special bacteria. It is constructed so that oxidation/decomposition and sedimentation separation of wastewater can be carried out in one tank. [Example] The present invention will be described below based on an example shown in FIGS. 1 and 2. In the figure, 1 is the tank body buried underground, 2
is a sewage inflow pipe connected from a sewage source 3 such as a pigsty to the bottom side of the tank body 1. Reference numeral 4 denotes a plurality of air injection pipes provided in the tank body 1 above the connection port 2' of the wastewater inflow pipe 2, and the air injection pipes 4 communicate with a blower 6 via a blower pipe 5. . Air jet holes 4 are placed at appropriate intervals (about 15 cm apart is good) on the bottom side of the air jet pipes 4.
a is provided so that air can be injected toward the wastewater flowing into the tank body 1 from the wastewater inflow pipe 2. Reference numeral 7 denotes a special bacteria supply means disposed in the middle of the blast pipe 5, which detects the inflow of sewage, takes out powdered special bacteria from the storage tank 7a, and supplies it into the tank body 1; The storage tank 7a is connected to the blast pipe 5 through a pipe 7b.The pipe 7b receives a detection signal from a detection means 8 for detecting wastewater flowing from the wastewater source 3 into the wastewater inflow pipe 2. A solenoid valve 7c that opens is provided. The special bacteria used here are called OK bacteria (trade name), and include symbiotic bacteria created by mixed culture technology, a diverse group of useful microorganisms (80 species in 13 genera), and a wide variety of useful microorganisms (80 species in 13 genera). ), an innovative microbial drug synthesis consisting of inorganic components and organic components that are mixed according to the purpose. One of the major characteristics of this OK bacterium is that it exhibits powerful powers unimaginable for pure bacteria due to the so-called symbiosis effect, which is a function that can only be achieved when microorganisms coexist. In other words, from the perspective of ecological utilization of microorganisms, symbiotic effects (increasing the effect of multiplication,
In addition to utilizing
It has enhanced functions as a bacterial group by utilizing synergistic effects of microorganisms (changes in flora, etc.).
In other words, OK bacteria have a strong antibacterial effect against infectious pathogens in food waste and assimilate various organic substances, and the metabolic products and microbial cells themselves produced by their active microbial activity can be used for various purposes. Nucleic acids (adenine, thymine, cytosine, uracil), amino acids (glutamic acid, aspartic acid, threonine, broline, etc.), organic acids,
It contains large amounts of vitamins, hormones, and antibiotics, and has a beneficial effect on food waste. In addition, OK bacteria prefers to assimilate and utilize foul-smelling substances and harmful substances, and they have an excellent composting promoting effect. Furthermore, processed compost contains high-quality metabolites. Therefore, in the natural world, bad odors are hydrogen sulfide, ammonia, mercaptans,
It refers to products that generate large amounts of indole, skatole, volatile amines, etc., and is sufficiently effective in suppressing these. In addition, the microorganisms contained in OK bacteria are yeast, actinomycetes, bacteria, useful filamentous fungi, and chemicals. Reference numeral 9 denotes a partition plate installed above the air injection pipe 4, and the partition plate 9 divides the inside of the tank body 1 into an upper half and a lower half, and allows the material processed in the lower part to pass through to the upper part. belongs to. The partition plate 9 is formed by interposing a filter 9c made of a large number of fibers between plastic cardboard boxes 9b and 9b' having a large number of through holes 9a in the surface direction. The reason why the plastic cardboard boxes 9b and 9b' were used here is because they have a space between the layers where special bacteria can stay, and in consideration of cost.
The purpose of interposing the filter 9c between the plastic cardboard boxes 9b and 9b' is to filter solid content when the material processed at the lower part of the tank body 1 is passed through the upper part, and also to form a hotbed for special bacteria. . In addition, 10 is a discharge pipe for supernatant water (treated water), 11
1 is a sediment removal tube, and 12 is a lid that covers the top of the tank body 1. In addition, in FIG. 1, the bottom of the tank body 1 is inclined from the mouth 2' side of the sewage inflow pipe 2 toward the sediment removal pipe 11. This is to prevent the solid content inside from remaining and to unilaterally collect the precipitate that has settled in the tank body 1. Next, the operation of the above embodiment will be explained. Initially, the tank body 1 is filled with water W, and the blower is operated to send air into the tank body 1. When sewage flows into the tank body 1 from the sewage source 3 through the sewage inflow pipe 2, the electromagnetic valve 7c opens in response to a detection signal from the detection means 9, and special bacteria are injected together with air as shown by arrow A. As a result, the organic matter in the wastewater is efficiently oxidized and decomposed, and after treatment, it rises in the direction of arrow B along with the air containing special bacteria.
It passes through the through holes 9a of the cardboard boxes 9b and 9b' forming the partition plate 9 and the filter 9c and moves upward as shown by the arrow C. A part of the special bacteria remains in the internal space of the partition plate 9 and the filter 9c, and this increases over time and becomes a breeding ground for special bacteria, so the treated liquid that passes through this area is further purified. be done. Therefore, the treated liquid discharged from the upper part of the tank body 1, that is, the liquid taken out from the supernatant water discharge pipe 10 as supernatant water, can be discharged as it is into a river or the like. As a result, solid content gradually settles at the bottom of the tank body 1, but this can be removed from the sediment removal pipe 11 at any time. ◎Example Now, using a prototype of the above-mentioned device, 1 m 3 of human human waste collected from a public toilet was processed. This treatment took three hours from the inflow of human waste until the treated water was taken out as supernatant water. This supernatant water was immediately brought to the Saitama Prefecture Environmental Inspection Research Association for inspection, and the results shown in the table below were obtained.
以上説明したように、この発明は槽本体の底部
側に接続した汚水流入管の接続口部より上の槽本
体内に、槽本体内に設けた送風機に送風管を介し
て連通する空気噴射管を設け、該空気噴射管より
上に、多数の貫通孔を有するプラスチツクダンボ
ール間にフイルタを介装してなる仕切板を設置
し、かつ、前記送風管の途中に、汚水の流入を検
知して粉末状の特殊菌をその貯蔵タンクから取出
して前記槽本体内に供給する特殊菌供給手段を設
けたことを特徴としているから、流入汚水の酸
化・分解と、沈降分離という異なる処理を一つの
槽で行うことができ、装置の小型化とその設置面
積の縮小化が図れる。また、汚水は特殊菌の働き
を利用して酸化・分解を効果的に行うことから、
単に空気による曝気を行う従来装置に比して汚水
の処理時間が大幅に短縮できるなど各種の優れた
効果を奏するものである。
As explained above, the present invention provides an air injection pipe that is connected to a blower installed in the tank body through a blower pipe in the tank body above the connection port of the sewage inflow pipe connected to the bottom side of the tank body. A partition plate consisting of a filter interposed between plastic cardboard boxes having a large number of through holes is installed above the air injection pipe, and a partition plate is installed in the middle of the air injection pipe to detect the inflow of sewage. It is characterized by the provision of a special bacteria supply means that takes out powdered special bacteria from the storage tank and supplies it into the tank body, so the different treatments of oxidation and decomposition of inflow sewage and sedimentation separation can be carried out in one tank. The device can be made smaller and its installation area can be reduced. In addition, wastewater is effectively oxidized and decomposed using the action of special bacteria, so
Compared to conventional devices that simply aerate with air, this device has various excellent effects such as being able to significantly shorten the treatment time for wastewater.
第1図〜第3図はこの発明の一実施例を示すも
ので、第1図は全体の略示的断面図、第2図は仕
切板の部分斜視図、第3図は仕切板の部分拡大断
面図、第4図は従来装置の説明図である。
1……槽本体、2……汚水流入管、2′……口
部、3……汚水源、4……空気噴射管、5……送
風管、6……送風機、7……特殊菌供給手段、7
a……貯蔵タンク、7b……管、7c……電磁
弁、8……検知手段、9……仕切板、9a……透
孔、9b,9b′……プラスチツクダンボール、9
c……フイルタ。
1 to 3 show an embodiment of the present invention, in which FIG. 1 is a schematic cross-sectional view of the whole, FIG. 2 is a partial perspective view of a partition plate, and FIG. 3 is a partial perspective view of a partition plate. The enlarged sectional view, FIG. 4, is an explanatory diagram of a conventional device. 1...tank body, 2...sewage inflow pipe, 2'...mouth, 3...sewage source, 4...air injection pipe, 5...blast pipe, 6...blower, 7...special bacteria supply means, 7
a...Storage tank, 7b...Pipe, 7c...Solenoid valve, 8...Detection means, 9...Partition plate, 9a...Through hole, 9b, 9b'...Plastic cardboard, 9
c...filter.
Claims (1)
口部より上の槽本体内に、槽本体外に設けた送風
機に送風管を介して連通する空気噴射管を設け、
該空気噴射管より上に、多数の貫通孔を有するプ
ラスチツクダンボール間にフイルタを介装してな
る仕切板を設置し、かつ、前記送風管の途中に、
汚水の流入を検知して粉末状の特殊菌をその貯蔵
タンクから取出して前記槽本体内に供給する特殊
菌供給手段を設けたことを特徴とする汚水処理装
置。 2 前記特殊菌が、共生菌と有用微生物群と化学
薬品とを混合してなるものである特許請求の範囲
第1項記載の汚水処理装置。[Scope of Claims] 1. An air injection pipe is provided in the tank body above the connection port of the sewage inflow pipe connected to the bottom side of the tank body, which communicates with a blower provided outside the tank body via a blower pipe. ,
A partition plate consisting of a filter interposed between plastic cardboard boxes having a large number of through holes is installed above the air injection pipe, and in the middle of the air injection pipe,
A sewage treatment device comprising special bacteria supply means for detecting the inflow of sewage, taking out powdered special bacteria from the storage tank, and supplying the special bacteria into the tank body. 2. The sewage treatment device according to claim 1, wherein the special bacteria is a mixture of symbiotic bacteria, useful microorganisms, and chemicals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63029339A JPH01207195A (en) | 1988-02-10 | 1988-02-10 | Sewage treating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63029339A JPH01207195A (en) | 1988-02-10 | 1988-02-10 | Sewage treating device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01207195A JPH01207195A (en) | 1989-08-21 |
| JPH0358795B2 true JPH0358795B2 (en) | 1991-09-06 |
Family
ID=12273475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63029339A Granted JPH01207195A (en) | 1988-02-10 | 1988-02-10 | Sewage treating device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01207195A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105461180B (en) * | 2016-01-12 | 2017-12-26 | 浙江大学 | A kind of eutrophication water body water quality purifying integration device and its method |
| CN105502672B (en) * | 2016-01-13 | 2017-12-12 | 桂林理工大学 | A kind of micro- oxygen animalcule fuel cell artificial wetland water body purification method of side |
-
1988
- 1988-02-10 JP JP63029339A patent/JPH01207195A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01207195A (en) | 1989-08-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101780626B1 (en) | Wastewater treatment mothod using a complex microbial agent | |
| JPH08501054A (en) | Methods and equipment for waste disposal and treatment | |
| KR101825328B1 (en) | Waste water treatment apparatus | |
| TW438727B (en) | An aeration tank for organic wastewater and an aeration processing device using the same | |
| JP3753429B2 (en) | Sludge recycling treatment method | |
| JPH04507371A (en) | Methods for cleaning and preparing contaminated materials | |
| CN107555600A (en) | A kind of sewage disposal system | |
| JP4141559B2 (en) | Organic waste treatment equipment | |
| JPH0358795B2 (en) | ||
| KR20050116574A (en) | Method of purifying wastewater and apparatus thereof | |
| JPS605294A (en) | Organic substance treating plant | |
| KR100616535B1 (en) | Livestock manure processing system | |
| JP2000342670A (en) | Deodorizing agent, deodorizing method, deodorizing member, and deodorizing device | |
| KR102299806B1 (en) | Organic Waste Disposal Devices and Methods for Organic Waste Disposal Using them | |
| JP2695610B2 (en) | Fish and shellfish cultivation method using purified livestock wastewater | |
| JP2572334B2 (en) | Method and apparatus for microbiological reduction of excess sludge | |
| KR100336463B1 (en) | Clarification method of animal excretion using aboriginal microbe | |
| CN206244608U (en) | One kind decontamination impurities removal integrated sewage treating apparatus | |
| CN205603425U (en) | Treatment of domestic sewage master station with blast pipe | |
| KR102857648B1 (en) | Organic fertilizer production system using the manure odor removal using Reverse Osmosis Systems | |
| KR200157261Y1 (en) | Circulation Contact Oxidative Merger Septic Tank | |
| JPS60137492A (en) | Waste water treating apparatus | |
| JP2002119992A (en) | Sewage treatment method by covering surface of water of anaerobic tank with sheet | |
| JPH10323678A (en) | Treatment of fecal matter or the like and septic device | |
| JP2000210641A (en) | Organic waste treatment apparatus and organic waste treatment method |