JPH0775708B2 - Submersible sewage purification method and device - Google Patents
Submersible sewage purification method and deviceInfo
- Publication number
- JPH0775708B2 JPH0775708B2 JP31322990A JP31322990A JPH0775708B2 JP H0775708 B2 JPH0775708 B2 JP H0775708B2 JP 31322990 A JP31322990 A JP 31322990A JP 31322990 A JP31322990 A JP 31322990A JP H0775708 B2 JPH0775708 B2 JP H0775708B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- water flow
- sewage
- case
- submersible
- 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 - Fee Related
Links
- 239000010865 sewage Substances 0.000 title claims description 38
- 238000000746 purification Methods 0.000 title claims description 23
- 238000000034 method Methods 0.000 title description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 87
- 244000005700 microbiome Species 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 12
- 238000003756 stirring Methods 0.000 claims description 6
- 239000008213 purified water Substances 0.000 claims description 5
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 4
- 229910052760 oxygen Inorganic materials 0.000 claims description 4
- 239000001301 oxygen Substances 0.000 claims description 4
- 238000007599 discharging Methods 0.000 claims description 3
- 241000195493 Cryptophyta Species 0.000 description 9
- 238000012360 testing method Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 7
- 239000002351 wastewater Substances 0.000 description 7
- 230000000813 microbial effect Effects 0.000 description 6
- 239000010802 sludge Substances 0.000 description 5
- 239000000428 dust Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 238000004088 simulation Methods 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 230000001464 adherent effect Effects 0.000 description 2
- 238000000691 measurement method Methods 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 239000002244 precipitate Substances 0.000 description 2
- 241000206761 Bacillariophyta Species 0.000 description 1
- 241000192700 Cyanobacteria Species 0.000 description 1
- 230000002159 abnormal effect Effects 0.000 description 1
- 238000013019 agitation Methods 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- CRQQGFGUEAVUIL-UHFFFAOYSA-N chlorothalonil Chemical compound ClC1=C(Cl)C(C#N)=C(Cl)C(C#N)=C1Cl CRQQGFGUEAVUIL-UHFFFAOYSA-N 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 230000001010 compromised effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000000575 pesticide Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 239000002699 waste material Substances 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)
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Description
【発明の詳細な説明】 [発明の目的] (産業上の利用分野) 本発明は池水等の汚水の浄化方法とその装置に関する。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention relates to a method for purifying wastewater such as pond water and an apparatus therefor.
(従来技術) ゴルフ場の池水には芝育成のための肥料、農薬等が雨水
により流れ込んだり、クラブハウスの汚水が排水された
りして汚染されている。この水をそのまま排出すると河
川を汚染する。そのため汚水処理装置を設けることが必
要である。その装置は通常地上に設けられ、汚水槽から
吸水管にて池外の装置へ送り、そこで処理された水を排
水管にて送り返す方法が採られている。(Prior Art) Fertilizers and pesticides for turf growth flow into the pond water of a golf course due to rainwater, and wastewater from clubhouses is discharged and polluted. Discharging this water as it is pollutes the river. Therefore, it is necessary to install a sewage treatment device. The device is usually installed on the ground, and a method is used in which it is sent from a waste water tank to a device outside the pond by a suction pipe, and the water treated there is sent back by a drain pipe.
この従来の装置は排水前に沈殿槽にて汚物の沈殿を行な
う必要があり、この沈殿汚物は汚水処理量に応じて増加
し、定期的に除去することが維持管理上不可欠なことで
あった。This conventional device requires sedimentation in a sedimentation tank before drainage, and this sedimentation waste increases according to the amount of wastewater treated, and it is essential for maintenance to remove it regularly. .
また、池水は実際には汚水の溜池となってしまうため常
に汚染された状態で濁って異臭が発生していた。In addition, since the pond water actually becomes a sewage pond, it was always polluted and had an offensive odor.
さらに、地上に設けてある汚水槽等の装置は景観を損ね
てしまうことが多く、周囲に木を植えて隠蔽するなどの
配慮がなされることもある。In addition, a device such as a waste water tank provided on the ground often spoils the landscape, and consideration may be given to hiding trees by planting trees around them.
また、浮力を有するケースを浮上させてケース内に上下
方向の水流を作り、その流れの過程で汚水を生物学的に
浄化して排出させる垂直式浄化方法がある。There is also a vertical purification method in which a case having buoyancy is floated to create a vertical water flow in the case, and sewage is biologically purified and discharged in the process of the flow.
この方法ではその装置付近の部分的浄化は期待できると
しても、水平方向への水流を積極的に発生させるもので
はないために、大きな池水全体を効率良く隈無く浄化す
ることができない。ましてその装置の設置場所の水深が
浅い場合には底に沈殿したヘドロ等まで舞上げて水を濁
らせる難点がある。Although this method can be expected to partially purify the vicinity of the device, it does not positively generate a horizontal water flow, so that the entire large pond water cannot be efficiently and thoroughly purified. In addition, if the installation location of the device is shallow, there is a problem that the water may become muddy by flying up to the sludge that has settled to the bottom.
(発明が解決しようとする課題) 本発明は、かかる従来の実情に鑑みてなされたもので、
装置全体を水中に没することで池水を常に処理されてい
る状態とし、また定期的な沈殿汚物の除去作業を必要と
せず、さらに地上の景観を損なわない汚水浄化方法とそ
の装置を提供するものである。(Problems to be Solved by the Invention) The present invention has been made in view of such conventional circumstances,
A method and apparatus for purifying sewage that keeps pond water constantly treated by submerging the entire apparatus, does not require periodical sediment removal work, and does not impair the landscape on the ground. Is.
[発明の構成] (課題を解決するための手段) 本発明は上記課題を解決するために、微生物によって汚
水を浄化する水流発生手段を備えた水没式汚水浄化装置
を水没させて位置固定し、前記水流発生手段によって汚
水浄化装置の一側方から汚水を吸入して汚水浄化して他
側方から浄化水を排出させ続けることによって、水平的
に一定方向へ循環する撹拌水流を発生させ、その撹拌水
流の届く範囲全体を浄化させる方法である。[Structure of the Invention] (Means for Solving the Problems) In order to solve the above problems, the present invention submerges and fixes a submerged-type sewage purification device equipped with a water flow generating means for purifying sewage by microorganisms, By continuously inhaling sewage from one side of the sewage purification device by the water flow generation means to purify the sewage and discharging the purified water from the other side, a stirring water flow that circulates horizontally in a certain direction is generated, and This is a method of purifying the entire range that the stirring water flow reaches.
また、水中に没設するケース内の一方に吸水口を、他方
に排水口を備え、前記吸水口にはフィルターを取付け、
このケース内に水流発生装置と微生物付着材による汚水
浄化装置と前記微生物付着材に酸素を供給する気泡発生
装置とを備えた上記方法を実施するための装置である。Further, a water inlet is provided on one side of the case to be submerged in water, a drain port is provided on the other side, and a filter is attached to the water inlet.
An apparatus for carrying out the above method, which comprises a water flow generator, a sewage purification device using a microorganism adhering material, and a bubble generator for supplying oxygen to the microorganism adhering material in this case.
(実施例) 本発明の実施例を図面に基づいて説明する。(Example) The Example of this invention is described based on drawing.
<方法> 図1の(イ)に汚水の溜った池を表わし、水没式汚水浄
化装置2台が循環水流方向に向けて設置してある状態を
示す。同図(ロ)で1が水流発生装置5と汚水浄化装置
6とを組込んだケースで、同図(ロ)に示すように水中
に没設されている。没設状態は水中であれば中間でも池
底への完全水没でもよい。<Method> FIG. 1A shows a pond in which sewage is collected, and shows a state in which two submerged sewage purification devices are installed in the circulating water flow direction. In FIG. 2B, 1 is a case in which a water flow generator 5 and a sewage purification device 6 are incorporated, which is submerged in water as shown in FIG. If it is submerged, it may be in the middle or completely submerged in the pond.
今、この水中において、水流発生装置5にて、一方から
汚水Fをケース1内へ吸入し、その汚水Fを微生物付着
材7を充填した汚水浄化装置6によって微生物処理して
水質浄化し、この浄化水Gを他方からケース1外へ排出
させる。Now, in this water, the water flow generator 5 sucks the sewage F into the case 1 from one side, and the sewage F is microbially treated by the sewage purification device 6 filled with the microorganism adhesion material 7 to purify the water. The purified water G is discharged from the other side to the outside of the case 1.
このように水処理全体を水中で行なうとともに、池水全
体に隅々まで一定方向の水平方向の循環水流Eを作って
撹拌し常時池水全体を浄化させる方法であり、池水が大
きい場合には、装置から遠く離れた位置においては循環
水流の発生が微弱であり、その場合には、第1図に示す
ように、流れに沿うように水平一定方向にに向けた水没
式汚水浄化装置を適宜数設置すると、池水の隅々まで一
定方向の循環浄化水流が発生する。In this way, the entire water treatment is carried out in water, and a horizontal circulating water flow E of a fixed direction is made in every corner of the whole pond water to stir the whole pond water to constantly purify the whole pond water. The generation of the circulating water flow is weak at a position far away from, and in that case, as shown in FIG. 1, an appropriate number of submerged sewage purification devices are installed in a fixed horizontal direction along the flow. Then, a circulating purified water flow in a certain direction is generated to every corner of the pond water.
<装置> 図2ないし図4に示すように、装置の総体がカプセル状
ケースを成す。その大きさは、設置する池の深さ広さに
応じて作ることができるが、図に示す大きさは長さ約5
m、幅約2m、高さ0.7mとする。<Device> As shown in FIGS. 2 to 4, the entire device forms a capsule-shaped case. The size can be made according to the depth and breadth of the pond to be installed, but the size shown in the figure is about 5
m, width about 2m, height 0.7m.
ケース1には、一方に吸水口2を、他方に排水口3を備
え、前記吸水口2にはフィルター4を取付け、前記排出
口3にはスクリュウーの水流発生装置5を設ける。The case 1 is provided with a water suction port 2 on one side and a drainage port 3 on the other side, a filter 4 is attached to the water suction port 2, and a water flow generator 5 of a screw is provided on the discharge port 3.
このスクリュウーの位置は図では排水口3としてある
が、後述の汚水浄化装置6内に一定の流れを作るもので
あるから、吸水口2側または中間位置でも可能である。Although the position of this screw is the drainage port 3 in the figure, it is also possible at the side of the water intake port 2 or at an intermediate position because it creates a constant flow in the sewage purification device 6 described later.
そしてその水の流れを調整するために、ケースの側面に
外部をゴミ侵入防止用の網フィルター13で覆って水流調
整のダンパー14を設け、さらに吸水口2に近接する内部
と、排出口3に近接する内部とに整流装置15を設ける。In order to adjust the flow of the water, the outside of the case is covered with a mesh filter 13 for preventing dust intrusion to provide a damper 14 for adjusting the water flow. Further, the inside close to the water inlet 2 and the outlet 3 are provided. A rectifying device 15 is provided in the vicinity of the inside.
また前記フィルター4は、大きいごみの吸入や引掛かり
により閉塞されないように形状を外部に向かって流線形
としてある。これによって後述のバイオモジュール7や
スクリュウー5の破壊が防止される。Further, the filter 4 has a streamlined shape toward the outside so as not to be blocked by inhalation or catching of large dust. This prevents the biomodule 7 and the screw 5 described later from being destroyed.
またケース1内には、微生物による汚水浄化装置6を備
える。In addition, a sewage purification device 6 using microorganisms is provided in the case 1.
この汚水浄化装置6は、微生物付着材7として、バイオ
モジュール(財団法人土木研究センターの商品名)を均
一な密度で集合状態にて充填する。このバイオモジュー
ルは微生物を増殖させる特殊な構造体で、紐に所定長さ
の繊維を立植した形状をなし、これに付着生育する微生
物は種類が多く汚水環境に適合した微生物が繁殖する。
そしてこの微生物の自己消化により処理されて余剰汚泥
は極めて少ない。多少余剰汚泥が出ても流れによって排
出してしまうため装置内にその汚泥が沈殿滞留すること
は殆どない。このため従来のような定期的な沈殿汚物の
除去作業を必要としない。This sewage purification device 6 is filled with biomodules (trade name of Civil Engineering Research Center) as a microbial adhering material 7 at a uniform density in an aggregated state. This biomodule is a special structure for growing microorganisms, and has a shape in which fibers of a predetermined length are planted in a string. Many kinds of microorganisms adhere to and grow on this, and microorganisms suitable for the sewage environment propagate.
And the excess sludge treated by the self-digestion of this microorganism is extremely small. Even if a little excess sludge comes out, it is discharged by the flow, so that the sludge hardly stays in the device. For this reason, it is not necessary to perform the regular work of removing the settled dirt as in the conventional case.
そしてさらにそのバイオモジュールの中流に気泡発生装
置8を備える。この気泡発生装置8は水上に吸気口9を
浮上させ、柔軟なエアー管10でエアーポンプ11に繋ぎ、
底部に配した気泡口12へエアーを送り、常時気泡を発生
させるものとする。その発生した気泡はダンパー14の透
き間等から水面に放出されるが、ケース1上部に放出口
を設けて放出することもできる。Further, a bubble generator 8 is provided in the middle stream of the biomodule. This bubble generator 8 floats the intake port 9 on the water and connects it to the air pump 11 with a flexible air pipe 10.
Air is always sent to the bubble port 12 arranged at the bottom to constantly generate bubbles. The generated bubbles are discharged to the surface of the water through the gaps of the damper 14 or the like, but can be discharged by providing a discharge port in the upper part of the case 1.
またケース1の底部には長さを調節できる脚16を配設し
て、池底より設定の高さで没設できるようにしてある。Further, a leg 16 whose length can be adjusted is provided at the bottom of the case 1 so that it can be sunk at a set height from the bottom of the pond.
ケース1内部にフロート室を設けたり、外部に浮き袋を
取付けるなどして水中に浮かせることもできる。この場
合には河川、海上等で船に繋いで牽引運搬することもで
きる。A float chamber can be provided inside the case 1 or a floating bag can be attached to the outside to float in the water. In this case, it can be towed by connecting to a ship on a river or sea.
なお、水面の異常低下によって装置の上部が水上に現わ
れる可能性があるので、カムフラージュのためにケース
1の上部外面に岩等の装飾造形物等を取付けた態様が可
能である。Since there is a possibility that the upper part of the device will appear above the water due to an abnormal drop in the water surface, a mode in which a decorative shaped object such as rock is attached to the outer surface of the upper part of the case 1 for camouflage is possible.
(試験例) 模擬的に下記に示す比較実験を行ない効果を調べた。(Test Example) The effect of the following comparative experiment was simulated and examined.
試験は図5のフロー図に示すように下記A、B、Cの3
種類に分け、同一条件下で浄化度合いを調べた。As shown in the flow chart of FIG.
They were classified into types and the degree of purification was examined under the same conditions.
A:原水を未処理でオーバーフローさせる。A: Untreated raw water is overflowed.
B:ブロワーで空気を送り気泡を発生させて撹拌する。B: Air is blown with a blower to generate bubbles and agitate.
C:ブロワーで空気を送るとともに微生物付着材に原水を
透過させる。これは本発明の模擬装置である。C: Sends air with a blower and allows raw water to permeate the microbial adherent. This is the simulation device of the present invention.
原水は実際のゴルフ場調整池でアオコなどの藻類が発生
したものを採取し、1μmフィルターで濾過した後A、
B、Cに送る。Raw water is collected from the algae and other algae generated in the actual golf course pond and filtered through a 1 μm filter.
Send to B and C.
試験期間 9月 1日 開始 水温 20゜C 10月 2日 水温変更 水温 30゜C 10月30日 終了 分析項目及び計量方法 分析項目: 計量方法 PH :JIS−K−0102−12−1 SS :JIS−K−0102−14−1 COD :JIS−K−0102−17 BOD :JIS−K−0102−21 T−N :JIS−K−0102−45 T−P :JIS−K−0102−46 Fe :JIS−K−0102−57−2 D0 :JIS−K−0102−32−1 色度 :厚生省令第56別表6−1 透視度 :JIS−K−0102−9 微生物付着材には、微生物の増殖に期間がかかるため予
め種汚泥を付着させてから試験開始した。Test period September 1 start Water temperature 20 ° C October 2 Change water temperature Water temperature 30 ° C October 30 End Analysis item and measurement method Analysis item: Measurement method PH: JIS-K-0102-12-1 SS: JIS -K-0102-14-1 COD: JIS-K-0102-17 BOD: JIS-K-0102-21 T-N: JIS-K-0102-45 T-P: JIS-K-0102-46 Fe: JIS-K-0102-57-2 D0: JIS-K-1002-32-1 Chromaticity: Appendices 6-1 of the Ministry of Health and Welfare Ordinance 56 6-1 Permeability: JIS-K-0102-9 Since it takes a long time, the test was started after the seed sludge was attached in advance.
この試験結果を次の表1と表2に示す。The test results are shown in Tables 1 and 2 below.
表1は春、秋の季節を想定して水温を20゜Cにした場合
で、BOD(生物学的酸素要求量)の値に際立った差が認
められる。 Table 1 shows the difference in BOD (Biological Oxygen Demand) values when the water temperature is 20 ° C assuming spring and autumn seasons.
BOD値が9月25日において、Aの場合は13.8mg/lに対し
てBは9.3mg/lで、Cは2.5mg/lであり、Cの浄化が顕著
である。これは微生物付着材による生物処理効果が現わ
れたものである。SS(懸濁物質)の発生も殆どみられな
かった。At the BOD value of 25 September, in the case of A, 13.8 mg / l, B was 9.3 mg / l, and C was 2.5 mg / l, and the purification of C was remarkable. This shows the biological treatment effect of the microbial adherent. Almost no generation of SS (suspended substance) was observed.
また、表2は夏場を想定して水温30゜Cにした場合で、
表1の試験に継続して行なった。そして10月8日におい
て、BODが、Aの場合は12.3mg/lに対してBは11.0mg/l
で、Cは2.7mg/lであり、上記9月25日の結果と同様C
の浄化が顕著であり、これも微生物付着材による生物処
理効果が現われたものである。Table 2 shows the case where the water temperature is 30 ° C assuming summer.
The test in Table 1 was continued. And on October 8th, BOD was 12.3 mg / l for A and B was 11.0 mg / l
C is 2.7 mg / l, which is the same as the result of September 25 above.
Is remarkable, which also shows the biological treatment effect of the microbial adhering material.
SS(懸濁物質)について10月8日から10月25日までAと
Bは順次増加しているが、これは浮遊性ラン藻類、珪藻
類などの浮遊性藻類が繁殖したためである。しかしCに
ついては低い値であった。これは微生物付着材に付着す
るアオミドロ等の糸状藻類は繁殖するが、水中に浮遊す
る藻類は少ないためである。これらの藻類の存在は顕微
鏡にて確認した。Regarding SS (suspended substance), A and B increased in sequence from October 8 to October 25, due to the propagation of planktonic algae such as planktonic cyanobacteria and diatoms. However, the value of C was low. This is because the filamentous algae such as red-green algae that adhere to the microorganism-adhering material propagate, but few algae that float in water. The presence of these algae was confirmed under a microscope.
また、10月14日において透視度を計ったところAの場合
が60度に対してCが90度であり、歴然とした向上が見ら
れた。これは上記SS値で示された水中に浮遊する藻類の
存在量の差によるものであり、10月5日に計った色度に
おいてもAは52度で黄色味を帯びており浮遊性藻類の繁
殖を裏付けている。Further, when the transparency was measured on October 14, the case of A was 60 degrees and the C was 90 degrees, showing a remarkable improvement. This is due to the difference in the abundance of algae floating in water indicated by the SS value above. Even in the chromaticity measured on October 5, A had a yellowish tint at 52 degrees and Supports breeding.
さらに、本発明の模擬装置であるCについては前記BO
D、SS、透視度、色度以外の試験項目のいずれかの項目
においても他を上回る浄化効果を上げることが確認でき
た。Furthermore, for C, which is the simulation device of the present invention, the BO
It was confirmed that in any of the test items other than D, SS, transparency, and chromaticity, the purification effect was superior to other test items.
以上のように本発明の模擬装置であるCは他の方法であ
るAとBの場合に比べ特にBODでは大きな効果が確認で
き、これは汚水を流して微生物付着材に透過させことが
浄化に有効であることを示し、さらにブロワーで空気を
送るBの場合でもAより効果があることから空気(酸
素)を送り撹拌することによってより効果を高めたもの
と解釈できる。As described above, C, which is the simulation device of the present invention, can be confirmed to have a great effect particularly in BOD as compared with the other methods A and B. This is because purification is performed by flowing sewage and allowing it to permeate the microorganism-adhering material. It is shown to be effective, and since B is more effective than A in the case of sending air by a blower, it can be interpreted that the effect is enhanced by sending air (oxygen) and stirring.
[発明の作用並びに効果] 本発明は以上のようで、池水の中に装置の殆ど全体を没
して、水没式汚水浄化装置によって水平一定方向に撹拌
水流を長期継続的に続けることによって池水に水平方向
の循環水流を発生させ、装置内において、微生物で汚染
源である有機物を分解させ、水没式汚水浄化装置で浄化
された水がその循環水流に乗って広範囲に拡散しその周
囲の汚水と混合して常に池水全体を処理浄化された状態
に維持することができ、異臭や浮遊性藻類の発生を防止
できる。[Operation and Effect of the Invention] The present invention is as described above, and almost all of the device is submerged in the pond water, and the agitation water flow is continuously maintained for a long period of time in the horizontal direction by the submersion-type sewage purification device to generate pond water. A horizontal circulating water flow is generated, and in the equipment, organic substances that are the source of pollution are decomposed by microorganisms, and the water purified by the submersion type wastewater purification device rides on the circulating water flow and diffuses extensively and mixes with the surrounding wastewater. As a result, the entire pond water can be constantly maintained in a purified state, and an offensive odor and floating algae can be prevented from occurring.
装置内に微生物付着材を均一な密度で集合状態にして充
填し、この微生物付着材の上流または中流に気泡発生装
置を設けてあり、またダンパー等の水流調整で微生物の
分解能力に応じた一定の量の水を装置内を通過させてお
くことができるので、微生物の分解能力が効率よく高ま
り、沈殿物が殆ど発生しない。そのため沈殿物の除去作
業を必要とせず、設置後の維持管理が楽である。またフ
ィルターによってケース内にはゴミが入らないので内部
装置が破壊されず、装置の保守管理に要する手間が殆ど
不要である。つまり、没設したままで長期間機能を維持
し続けることができる。The device is filled with microbial adhering material in a uniform density in an aggregated state, and a bubble generating device is installed upstream or midstream of this microbial adhering material. Since the amount of water can be passed through the inside of the apparatus, the ability of decomposing microorganisms is efficiently increased, and almost no precipitate is generated. Therefore, the work of removing the precipitate is not required, and maintenance after installation is easy. In addition, since the filter does not allow dust to enter the case, the internal device is not destroyed, and the trouble required for maintenance of the device is almost unnecessary. In other words, the function can be maintained for a long period of time while being buried.
また、工場で完成した装置を目的地に運搬し、水中に没
設するだけで簡単に設置完了するので、従来のような長
い工期を要する設備取付工事は不要となる。Moreover, since the installation is completed simply by transporting the device completed in the factory to the destination and immersing it in the water, it is not necessary to install equipment, which requires a long construction period as in the past.
さらにまた、装置の殆ど全体が水面下となるために地上
の景観を損なうことがない。Furthermore, most of the equipment is below the surface of the water so that the landscape on the ground is not compromised.
したがって、本装置は、ゴルフ場にかぎらず、汚染され
ている湖沼、池、ダム、河川、海にも使用でき、これら
の汚水の水質改善、公害防止に寄与すること多大であ
る。Therefore, the present device can be used not only in golf courses but also in polluted lakes, ponds, dams, rivers, and seas, and it greatly contributes to improving the quality of sewage water and preventing pollution.
図面は本発明の実施例を示し、図1は概念図で、(イ)
が池における模式的平面図、(ロ)が同上部分拡大縦断
側面図、図2は装置総体の透視図、図3は同上横断平面
図、図4は同上縦断側面図、図5は試験例のフロー図。 1……ケース、2……吸水口、3……排水口、4……フ
ィルター、5……水流発生装置、6……汚水浄化装置、
7……微生物付着材、8……気泡発生装置、9……吸気
口、10……エアー管、11……エアーポンプ、12……気泡
口、13……網フィルター、14……ダンパー、15……整流
装置、16……脚、A……池水、B……水面、C……池
底、D……岸、E……水流、F……汚水、G……浄化
水。The drawings show an embodiment of the present invention, and FIG. 1 is a conceptual diagram.
Fig. 2 is a schematic plan view of a pond, (b) is a partially enlarged vertical side view of the same as above, Fig. 2 is a perspective view of the whole apparatus, Fig. 3 is a cross sectional plan view of the same as above, Fig. 4 is a side view of the same above, and Fig. 5 is a test example. Flow chart. 1 ... Case, 2 ... Water inlet, 3 ... Drainage port, 4 ... Filter, 5 ... Water flow generator, 6 ... Sewage purification device,
7 ... Microorganism adhering material, 8 ... Bubble generator, 9 ... Intake port, 10 ... Air pipe, 11 ... Air pump, 12 ... Bubble port, 13 ... Net filter, 14 ... Damper, 15 …… Rectifier, 16 …… Legs, A …… Pond water, B …… Water surface, C …… Pond bottom, D …… shore, E …… Water flow, F …… Dirt water, G …… Purified water.
Claims (7)
段を備えた水没式汚水浄化装置を水没させて位置固定
し、前記水流発生手段によって汚水浄化装置の一側方か
ら汚水を吸入して汚水浄化して他側方から浄化水を排出
させ続けることによって、水平的に一定方向へ循環する
撹拌水流を発生させ、その撹拌水流の届く範囲全体を浄
化させることを特徴とする水没式汚水浄化方法。1. A submersible type sewage purification apparatus equipped with a water flow generating means for purifying sewage by microorganisms is submerged and fixed in position, and sewage is sucked from one side of the sewage purification apparatus by the water flow generating means to purify sewage. Then, by continuously discharging the purified water from the other side, a stirring water flow that circulates horizontally in a fixed direction is generated, and the entire range reached by the stirring water flow is purified.
を、後方に排水口を備え、前記吸水口にはフィルターを
取付け、このケース内に水流発生装置と微生物付着材に
よる汚水浄化装置と前記微生物付着材に酸素を供給する
気泡発生装置とを備えた水没式汚水浄化装置。2. A submerged case is provided with a water intake port in the front and a drainage port in the rear, a filter is attached to the water intake port, and a water flow generator and a sewage purification device using a microorganism adhering material are provided in the case. A submersible sewage treatment apparatus comprising: and a bubble generator that supplies oxygen to the microorganism-adhering material.
求の範囲第2項記載の水没式汚水浄化装置。3. The submersible sewage purification device according to claim 2, wherein the water flow generator is a screw.
た特許請求の範囲第2項ないし第3項のうちいずれか一
項記載の水没式汚水浄化装置。4. The submersible sewage treatment apparatus according to claim 2, wherein a damper for adjusting the water flow is provided on the wall surface of the case.
ィルターとした特許請求の範囲第2項ないし第4項のう
ちいずれか一項記載の水没式汚水浄化装置。5. The submersible sewage treatment apparatus according to claim 2, wherein the shape of the water inlet is a streamlined filter toward the outside.
特許請求の範囲第2項ないし第5項のうちいずれか一項
記載の水没式汚水浄化装置。6. The submersible sewage treatment apparatus according to claim 2, wherein a rectifying device is provided in the vicinity of the water intake port.
特許請求の範囲第2項ないし第6項のうちいずれか一項
記載の水没式汚水浄化装置。7. The submersible sewage treatment apparatus according to claim 2, wherein a rectifying device is provided in the vicinity of the discharge port.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31322990A JPH0775708B2 (en) | 1990-11-19 | 1990-11-19 | Submersible sewage purification method and device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31322990A JPH0775708B2 (en) | 1990-11-19 | 1990-11-19 | Submersible sewage purification method and device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04187293A JPH04187293A (en) | 1992-07-03 |
| JPH0775708B2 true JPH0775708B2 (en) | 1995-08-16 |
Family
ID=18038666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31322990A Expired - Fee Related JPH0775708B2 (en) | 1990-11-19 | 1990-11-19 | Submersible sewage purification method and device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0775708B2 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3267904B2 (en) * | 1997-08-20 | 2002-03-25 | 株式会社マリン技研 | Water purification system |
| JP2004174287A (en) * | 2000-12-27 | 2004-06-24 | Shiga Pref Gov | Water purification device and water purification method |
| JP2014140834A (en) * | 2013-01-24 | 2014-08-07 | Takeshi Yoshioka | Water purifier for supplying, via a gas-liquid pump, and contact-filtering water |
| CN108726662A (en) * | 2018-06-08 | 2018-11-02 | 佛山舒宜添科技有限公司 | A kind of industrial sewage processing unit |
| JP6634489B1 (en) * | 2018-09-11 | 2020-01-22 | 登久雄 鈴木 | Water quality improvement device |
| JP7789519B2 (en) * | 2021-09-29 | 2025-12-22 | 太平洋セメント株式会社 | How to purify a pond |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4916245A (en) * | 1972-06-06 | 1974-02-13 | ||
| JPS5997794U (en) * | 1983-07-20 | 1984-07-02 | 海洋工業株式会社 | water purification device |
-
1990
- 1990-11-19 JP JP31322990A patent/JPH0775708B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04187293A (en) | 1992-07-03 |
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