JP3100604B2 - Water type wastewater treatment equipment - Google Patents

Water type wastewater treatment equipment

Info

Publication number
JP3100604B2
JP3100604B2 JP11765090A JP11765090A JP3100604B2 JP 3100604 B2 JP3100604 B2 JP 3100604B2 JP 11765090 A JP11765090 A JP 11765090A JP 11765090 A JP11765090 A JP 11765090A JP 3100604 B2 JP3100604 B2 JP 3100604B2
Authority
JP
Japan
Prior art keywords
water
main body
filter medium
air
draft tube
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
Application number
JP11765090A
Other languages
Japanese (ja)
Other versions
JPH0416295A (en
Inventor
毅 一志
房雄 高橋
克幸 田中
Original Assignee
株式会社エーアンドジー
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社エーアンドジー filed Critical 株式会社エーアンドジー
Priority to JP11765090A priority Critical patent/JP3100604B2/en
Publication of JPH0416295A publication Critical patent/JPH0416295A/en
Application granted granted Critical
Publication of JP3100604B2 publication Critical patent/JP3100604B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

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】 [産業上の利用分野] 本発明は、湖沼等の水深が例えば数10cmから2m程度の
比較的浅い水域の汚水の浄化に好適な水上型汚水処理装
置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to an over-water type sewage treatment apparatus suitable for purifying sewage in relatively shallow water bodies such as lakes and marshes having a water depth of, for example, about several tens cm to 2 m.

[従来の技術] 湖沼、河川の浄化に関し、従来から種々の方法が知ら
れており、本出願人は平成2年4月6日付で出願した特
許出願において、ハウジングの周縁部をフロートで包囲
し、濾材をハウジングの内側に設け、ハウジング及び濾
材の内部を貫通するドラフトチューブを設け、該ドラフ
トチューブ内に散気管を挿入した装置を水面上に浮上
し、ドラフトチューブに散気管から空気を送り、エアリ
フトポンプ作用で用水した水を濾材で浄化する技術を提
案している。
[Prior Art] Various methods have been known for purification of lakes, rivers, and rivers. The present applicant has filed a patent application filed on April 6, 1990 by enclosing a peripheral portion of a housing with a float. Providing a filter medium inside the housing, providing a draft tube penetrating the inside of the housing and the filter medium, floating the device in which the diffuser tube is inserted in the draft tube above the water surface, sending air from the diffuser tube to the draft tube, A technology for purifying water used by an air lift pump with a filter medium has been proposed.

[発明が解決しようとする課題] 上記提案自体は有効なものであるが、しかし、湖沼等
の水深が例えば数10cm〜2m程度の比較的浅い水域では、
ヘドロ等が滞積しており、そのヘドロ等がドラフトチュ
ーブに巻き上げられ、浄化作用が妨げられることがあ
る。
[Problems to be Solved by the Invention] The above proposal is effective, but in a relatively shallow water area such as a lake or marsh, for example, about several tens cm to 2 m,
Sludge and the like may accumulate, and the sludge and the like may be wound up by the draft tube, and the purification action may be hindered.

本発明は、ヘドロ等の巻き上げを防止して湖沼等の比
較的水深の浅い水域の汚水を浄化する水上型汚水処理装
置を提供することを目的としている。
An object of the present invention is to provide a water-based sewage treatment apparatus for preventing sludge from rolling up and purifying sewage in relatively shallow water bodies such as lakes and marshes.

[課題を解決するための手段] 本発明によれば、水深が比較的浅い水域の汚水を浄化
するための水上型汚水処理装置において、水底に載置さ
れ上縁部が水面上に突出した円筒容器状の本体の底部に
中心管を立設し、該中心管の下部を放射状に配置した複
数の流入管により前記本体の上部外周に連通し、該本体
に底部から隙間を設けて濾材を充填し、該隙間部分の本
体の外周に複数の透孔を穿設し、前記中心管内にはその
底部付近まで散気管が挿入されている。
Means for Solving the Problems According to the present invention, in a water-based sewage treatment apparatus for purifying sewage in a water area having a relatively shallow water depth, a cylinder placed on the water bottom and having an upper edge projecting above the water surface A central pipe is erected at the bottom of the container-shaped main body, the lower part of the central pipe is communicated with the outer periphery of the upper part of the main body by a plurality of inflow pipes arranged radially, and the main body is filled with a filter medium by providing a gap from the bottom. A plurality of through-holes are formed in the outer periphery of the main body in the gap portion, and an air diffuser is inserted into the central tube to a portion near the bottom.

上記本体は、外周に円筒等配に複数のスクリュージャ
ッキ式の支持脚を設け、該ジャッキの下端に装置をヘド
ロ等の上に支持できるような比較的大径のディスクを取
付け、上端部に設けた手回しハンドルを操作して本体の
上縁位置を上下に調節できるように構成するのが好まし
い。
The main body is provided with a plurality of screw jack-type support legs on the outer circumference of the cylinder, and a relatively large-diameter disk that can support the device on sludge is attached to the lower end of the jack. It is preferable that the upper handle can be adjusted up and down by operating the handwheel.

また、濾材は、例えば商品名ヤクルトの容器の底部を
除去した円筒状本体を密に集合してアトランダムに配置
したもので構成するのが好ましい。
Further, it is preferable that the filter medium is constituted by, for example, densely assembling cylindrical main bodies obtained by removing the bottom of a container having the trade name of Yakult and removing them at random.

[作用] 上記のように構成された水上型汚水処理装置において
は、散気管から空気を供給すると、散気管から浮上する
多数の空気粒のエアリフトポンプ作用により放射状に配
置した複数の流入管を介して水面付近の汚水が中心管に
吸入されたのち濾材に導かれ、浄化されて本体の透孔か
ら排出される。
[Operation] In the above-mentioned overwater type sewage treatment apparatus, when air is supplied from the air diffuser, a plurality of air particles floating from the air diffuser pass through a plurality of inflow pipes radially arranged by an air lift pump action. Then, the sewage near the water surface is sucked into the central pipe, guided to the filter medium, purified, and discharged from the through-hole of the main body.

したがって、水底のヘドロ等を巻き上げることなく、
汚水を浄化することができる。
Therefore, without rolling up sludge on the bottom of the water,
Sewage can be purified.

また、曝気作用は、散気管から供給される酸素による
ものだけに限定され、撹乱は発生しない。したがって、
円筒状濾材の特徴であるSS捕捉性が大きくなり、生物膜
の生成が容易化される。そして汚物滞留時間(STR)が
長くなり、有機物が全酸化される。
Further, the aeration action is limited to only the oxygen supplied from the air diffuser, and no disturbance occurs. Therefore,
The SS trapping property, which is a characteristic of the cylindrical filter medium, is increased, and the formation of a biofilm is facilitated. Then, the waste retention time (STR) becomes long, and the organic matter is totally oxidized.

また、空気の供給量を調節することにより、溶存酸素
濃度が平均して低く抑えられ、酸素利用効率が高くな
り、BODの処理効率が高められる。
Further, by adjusting the air supply amount, the dissolved oxygen concentration can be kept low on average, the oxygen utilization efficiency can be increased, and the BOD treatment efficiency can be increased.

そして、装置周辺の水に酸素が供給され、環境の自浄
作用が促進される。
Then, oxygen is supplied to the water around the device, and the self-cleaning action of the environment is promoted.

[実施例] 以下図面を参照して本発明の実施例を説明する。Embodiment An embodiment of the present invention will be described below with reference to the drawings.

第1図ないし第4図において、処理装置Aの本体1
は、円筒容器状に形成され、その底部2の軸線上には、
本体1の上縁部より若干低い中心管すなわちドラフトチ
ューブ5が立設されている。そして、このドラフトチュ
ーブ5の下部は、円周等配の放射状に配置した複数(図
示の例では8本)の流入管6により本体1の外周の水面
WL下付近に設けられた流入口3に接続されている。
1 to 4, the main body 1 of the processing apparatus A is shown.
Is formed in a cylindrical container shape, and on the axis of the bottom 2,
A central tube or draft tube 5 slightly lower than the upper edge of the main body 1 is provided upright. The lower part of the draft tube 5 is provided on the outer surface of the main body 1 with a plurality of (eight in the illustrated example) inflow pipes 6 arranged radially at equal circumferences.
It is connected to an inflow port 3 provided near the bottom of the WL.

その本体1の下部とドラフトチューブ5との間には、
底部2と隙間Cを設けて下部受けネット7が張設され、
本体1の上部とドラフトチューブ5の上縁部の若干低い
部分との間には、上部抑えネット8が張設され、両ネッ
ト7、8間の空間には、濾材9が充填されている。この
濾材9は、例えば商品名ヤクルトの容器の底部を除いた
円筒状体を密に集合してアトランダムに配置したもので
構成されている。そして、本体1の隙間C部分の外周に
は、複数の排出口4が設けられている。
Between the lower part of the main body 1 and the draft tube 5,
The lower receiving net 7 is stretched by providing a gap C with the bottom 2,
An upper holding net 8 is stretched between an upper portion of the main body 1 and a slightly lower portion of an upper edge of the draft tube 5, and a space between the two nets 7 and 8 is filled with a filter medium 9. The filter medium 9 is formed by densely assembling cylindrical bodies except for the bottom of a container having a trade name of Yakult, for example, and arranging them at random. A plurality of outlets 4 are provided on the outer periphery of the gap C of the main body 1.

前記ドラフトチューブ5には、底部付近まで散気管10
が挿入され、その散気管10は、ホース11を介して陸上に
設けられた図示しないエアコンプレッサに接続されてい
る。
The draft tube 5 has an air diffuser 10 near the bottom.
The air diffuser 10 is connected via a hose 11 to an air compressor (not shown) provided on land.

他方、本体1の外周には、円周等配に複数(図示の例
では3個)の全体を符号12で示すスクリュージャッキ式
の支持脚が設けられている。この支持脚12は、本体1に
固設されたナット13a、13bと、両ナット13a、13bに螺合
するスクリュー軸14と、スクリュー軸14の下端部に設け
られた比較的大径のディスク15と、スクリュー軸14の上
端部に設けられた手回しハンドル16とからなっており、
手回しハンドル16を操作して本体1の上縁部の位置を上
下に調整できるようになっている。
On the other hand, on the outer periphery of the main body 1, a plurality of (three in the illustrated example) screw jack-type support legs indicated by reference numeral 12 are provided in a circumferentially equidistant manner. The support legs 12 include nuts 13a and 13b fixed to the main body 1, a screw shaft 14 screwed to the nuts 13a and 13b, and a relatively large-diameter disk 15 provided at the lower end of the screw shaft 14. And a handwheel 16 provided at the upper end of the screw shaft 14,
The position of the upper edge of the main body 1 can be adjusted up and down by operating the handwheel 16.

次に主として第1図を参照して作用を説明する。 Next, the operation will be described mainly with reference to FIG.

装置Aを水底に吊り下ろし、3個のディスク15により
水底のヘドロ等の上に本体1を安定に支持する。
The device A is hung on the bottom of the water, and the main body 1 is stably supported on the sludge on the bottom of the water by the three disks 15.

次いで、手回しハンドル16を操作し、ドラフトチュー
ブ5の上縁部を水面WLと略面一になるように位置決めす
る。
Next, the handwheel 16 is operated to position the upper edge of the draft tube 5 so as to be substantially flush with the water surface WL.

次いで、散気管10をホース11を介して陸上のエアコン
プレッサに接続し、エアコンプレッサにより空気を供給
する。しかしながら、エアコンプレッサを陸上ではなく
本体1内に設け、例えば太陽電池により駆動させてもよ
い。すると、散気管10の下端開口から浮上する多数の空
気粒Bのエアリフトポンプ作用により、流入口3から水
面WL付近の汚水が矢印a、bで示すように流入管6を介
してドラフトチューブに吸入される。その吸入された汚
水は、上方に吸引され矢印cで示すように、ドラフトチ
ューブ5の上縁部から濾材9側に導かれる。このドラフ
トチューブ5の上端は水面WLよりも若干上方に位置さ
せ、濾材を通る水のヘッドを大にするのが好ましい。そ
の導かれた汚水は濾材9を通過する間に浄化され、排出
口4から排出される。
Next, the air diffuser 10 is connected to an air compressor on land via a hose 11, and air is supplied by the air compressor. However, the air compressor may be provided not in the land but in the main body 1 and driven by, for example, a solar cell. Then, due to the air lift pumping action of a large number of air particles B floating from the lower end opening of the diffuser pipe 10, sewage near the water surface WL is drawn into the draft tube from the inflow port 3 through the inflow pipe 6 as shown by arrows a and b. Is done. The sucked sewage is sucked upward and guided to the filter medium 9 side from the upper edge of the draft tube 5 as shown by an arrow c. It is preferable that the upper end of the draft tube 5 be located slightly above the water surface WL so that the head of water passing through the filter medium is enlarged. The guided sewage is purified while passing through the filter medium 9 and is discharged from the discharge port 4.

したがって、水底のヘドロ等はドラフトチューブ内に
巻き上げられることはない。
Therefore, sludge on the bottom of the water is not wound up in the draft tube.

また、曝気作用は、散気管10から供給される酸素にだ
けに限られ、撹乱は発生しない。
Further, the aeration effect is limited to only oxygen supplied from the air diffuser 10, and no disturbance occurs.

したがって、円筒状体の濾材のSS捕捉性が大きくな
り、生物膜の生成が容易化され、有機物が全酸化され
る。
Therefore, the SS-capturing property of the cylindrical filter medium is increased, the formation of a biofilm is facilitated, and the organic matter is totally oxidized.

また、空気供給量を調節して溶存酸素濃度を低く抑え
ることにより、酸素利用効率が高くなり、BODの処理効
率が高められる。
In addition, by controlling the amount of air supply to keep the dissolved oxygen concentration low, the oxygen use efficiency increases, and the BOD treatment efficiency increases.

[発明の効果] 本発明は、以上説明したように構成されているので、
水底のヘドロ等を巻き上げることなく湖沼等の比較的水
深の浅い水域の汚水を効率良く浄化することができる。
[Effects of the Invention] Since the present invention is configured as described above,
It is possible to efficiently purify sewage in relatively shallow water bodies, such as lakes and marshes, without rolling up sludge on the bottom of the water.

【図面の簡単な説明】 第1図は本発明の一実施例を示す斜視図、第2図は縦断
面図、第3図は濾材等を除いて示した上面図、第4図は
支持脚回りの側面図である。 A……処理装置、C……隙間、1……本体、4……排出
口、5……ドラフトチューブ、6……流入管、9……濾
材、10……散気管
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing one embodiment of the present invention, FIG. 2 is a longitudinal sectional view, FIG. 3 is a top view excluding a filter medium and the like, and FIG. It is a side view around. A: treatment apparatus, C: gap, 1: body, 4: discharge port, 5: draft tube, 6: inflow pipe, 9: filter medium, 10: diffuser pipe

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) C02F 3/06 C02F 3/22 C02F 7/00 ──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int. Cl. 7 , DB name) C02F 3/06 C02F 3/22 C02F 7/00

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】水深が比較的浅い水域の汚水を浄化するた
めの水上型汚水処理装置において、水底に載置され上縁
部が水面上に突出した円筒容器状の本体の底部に中心管
を立設し、該中心管の下部を放射状に配置した複数の流
入管により前記本体の上部外周に連通し、該本体に底部
から隙間を設けて濾材を充填し、該隙間部分の本体の外
周に複数の透孔を穿設し、前記中心管内にはその底部付
近まで散気管が挿入されていることを特徴とする水上型
汚水処理装置。
An overwater type sewage treatment apparatus for purifying sewage in a water area having a relatively shallow water depth, wherein a central pipe is provided at the bottom of a cylindrical container-shaped main body which is mounted on a water bottom and has an upper edge protruding above the water surface. The center pipe is communicated with the upper periphery of the main body by a plurality of inflow pipes in which the lower part of the central pipe is arranged radially. An overwater type sewage treatment apparatus characterized in that a plurality of through-holes are formed, and an air diffuser is inserted into the central pipe to a portion near the bottom thereof.
JP11765090A 1990-05-09 1990-05-09 Water type wastewater treatment equipment Expired - Fee Related JP3100604B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11765090A JP3100604B2 (en) 1990-05-09 1990-05-09 Water type wastewater treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11765090A JP3100604B2 (en) 1990-05-09 1990-05-09 Water type wastewater treatment equipment

Publications (2)

Publication Number Publication Date
JPH0416295A JPH0416295A (en) 1992-01-21
JP3100604B2 true JP3100604B2 (en) 2000-10-16

Family

ID=14716929

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11765090A Expired - Fee Related JP3100604B2 (en) 1990-05-09 1990-05-09 Water type wastewater treatment equipment

Country Status (1)

Country Link
JP (1) JP3100604B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3111846B2 (en) * 1994-12-13 2000-11-27 株式会社日立製作所 Purification device
JP5561736B2 (en) * 2011-02-27 2014-07-30 株式会社高特 Water quality purification method and apparatus combined with sludge roll-up restraining equipment in still water lakes and ponds
CN104692521B (en) * 2015-03-20 2016-02-24 北京建筑大学 Elliptic annular unit aerating system

Also Published As

Publication number Publication date
JPH0416295A (en) 1992-01-21

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