JP3385047B2 - Water purification equipment - Google Patents

Water purification equipment

Info

Publication number
JP3385047B2
JP3385047B2 JP27086992A JP27086992A JP3385047B2 JP 3385047 B2 JP3385047 B2 JP 3385047B2 JP 27086992 A JP27086992 A JP 27086992A JP 27086992 A JP27086992 A JP 27086992A JP 3385047 B2 JP3385047 B2 JP 3385047B2
Authority
JP
Japan
Prior art keywords
water
draft tube
screw
air
sinks
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
JP27086992A
Other languages
Japanese (ja)
Other versions
JPH0691297A (en
Inventor
輝久 吉田
Original Assignee
日立機電工業株式会社
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 日立機電工業株式会社 filed Critical 日立機電工業株式会社
Priority to JP27086992A priority Critical patent/JP3385047B2/en
Publication of JPH0691297A publication Critical patent/JPH0691297A/en
Application granted granted Critical
Publication of JP3385047B2 publication Critical patent/JP3385047B2/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

Landscapes

  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Description

【発明の詳細な説明】 【0001】 【産業上の利用分野】本発明は、ため池、湖沼等におい
て水深の深い水域内に設置し、水域を曝気撹拌すること
により、浄化を効果的に行う水域の浄化装置に関するも
のである。 【0002】 【従来の技術】従来より、水深の深い水域を撹拌する手
段として、図2に示すような空気揚水筒が使用されてい
る。これは、ブロワーを用いて空気室13に送気し、空
気室に空気が充満すると空気の塊となって揚水筒12内
を上昇するため、エアリフト効果が生じて揚水筒底部か
ら水が吸引され、揚水筒上部から放出されるという方式
である。 【0003】 【発明が解決しようとする課題】揚水筒底部からエアリ
フト効果にて給水し、上部から放出する方式において
は、比較的省エネルギーであるが曝気能力や撹拌能力が
小さく、期待されるような浄化効果が得られないという
問題があった。 【0004】本発明は、水深3〜5m以上の深い水域内
の水を曝気浄化しながら水域を浄化するに適した浄化装
置を提供することにある。 【0005】 【課題を解決するための手段】本発明は上記目的を達成
するためになしたもので、底部に吸水口、上部に排出口
、共に放射方向に伸びるようにもつドラフトチューブ
と、ドラフトチューブ内にスクリューを上向きにして設
置したスクリュー式曝気機と、スクリュー先端の負圧発
生領域に水上の空気を導く通気管とを備え、ドラフトチ
ューブ排出口から表層を岸辺まで流れて沈降しドラフト
チューブ吸込口に向かって流れる大循環と、ドラフトチ
ューブ排出口をでるとすぐに沈み込んでドラフトチュー
ブ吸込口に向かって流れる小循環を形成して、曝気と撹
拌とを同時に行うようになしたことを要旨とする。 【0006】 【作用】本発明は、撹拌混合作用を大きくするため、エ
アリフト効果と機械撹拌力の両者を利用したもので、底
部に吸水口、上部に排出口をもつドラフトチューブを上
部フロートと底部アンカーにより固定し、ドラフトチュ
ーブ内にはスクリュー式の曝気撹拌機を設けてブロワー
により水上の空気を散気管を介してスクリュー先端部へ
と供給し、スクリューの回転により気泡の微細化と、ド
ラフトチューブ底部からの吸水と上部からの排出を行う
ことにより、水域内の水を効率的に曝気撹拌して水域を
浄化する。 【0007】 【実施例】以下、本発明の水域の浄化装置を図1の実施
例に基づいて説明する。図において3は底部に吸水口3
a、上部に排出口3bをもつドラフトチューブで、底部
にはアンカー7、上部にはフロート4を設けて水中の所
定の位置に固定する。吸水口3a、排出口3bは共に放
射方向に伸び、底層では周囲からドラフトチューブに向
かって吸水され、表層ではドラフトチューブから周囲の
全方向に向かって排出させる構造になっている。ドラフ
トチューブ3内には、スクリュー1と水中モータ2から
なる曝気撹拌機をスクリューを上向きにして設置し、ス
クリュー先端に通気管6の吐出口がくるように通気管を
固定し、水上の架台8に固定したブロワー5と、散気管
6を接続する。曝気撹拌機の設置位置はドラフトチュー
ブの長さによって異なるが、曝気した空気から水中への
酸素溶解効率等を考慮すれば、少なくとも水深3m以上
となるように設置するのが望ましい。 【0008】また本実施例では通気管の吐出口がスクリ
ュー先端部に位置するように固定しているが、スクリュ
ー1、及び水中モータ2の軸を中空とし、水中モータの
下側で中空軸と散気管6を接続することも可能である。 【0009】次に本発明の動作・作用を説明する。曝気
撹拌機の水中モータ2を作動すると、スクリュー1の回
転によりスクリュー先端部に負圧が生じる。この負圧の
大きさはモータ容量や、スクリューの設置位置等により
左右され、水深が浅い場合には水上にブロワー5を設け
なくても、の負圧により通気管を介して水上の空気が吸
引されるが、水圧の影響を受けるため、空気を自給する
場合でも、その量は極めて少ない。ただしこのような負
圧が発生しているため、ブロワー5でわずかの圧力をか
けることにより、所要の空気が通気管6を介してスクリ
ュー1の先端に供給され、スクリューのエッジでせん断
されて微細気泡となる。気泡の上昇と、スクリューによ
る上向きの流れによりドラフトチューブ底部の吸込口3
aからは底層の水が吸引され、ドラフトチューブ内を上
昇して上部の排出口3bから放射状に噴出されるような
流れが生ずる。この時、底層の水は溶存酸素が少なく、
条件によっては嫌気化している場合があるが、ドラフト
チューブ内で微細気泡と接触することにより、溶存酸素
濃度が上昇する。 【0010】ドラフトチューブの排出口3bから噴出し
た水によって表層には岸辺に向かう放射状の流れができ
るが、噴出した底層の水は通常、表層の水よりも水温が
低く重いため、ドラフトチューブ排出口を出た後、沈降
するような流れもできる。従って時間が経過すると、ド
ラフトチューブ排出口から表層を岸辺まで流れて沈降
し、表層を水域中央部のドラフトチューブ吸込口に向か
って流れる大循環と、ドラフトチューブ排出口をでると
すぐに沈み込んでドラフトチューブ吸込口へと戻ってく
る小循環が形成される。 【0011】 【発明の効果】本発明によれば底部に吸水口、上部に排
出口をもつドラフトチューブを上部フロートと底部アン
カーにより固定し、ドラフトチューブ内にはスクリュー
式の曝気撹拌機と、スクリュー先端部の負圧発生領域に
通気管の吐出口を設け、水上のブロワーで空気を供給し
てスクリューエッジで気泡を微細化させる方式のため、
以下に示す効果を有する。 (1)従来の空気揚水筒とは異なり、機械式の曝気撹拌
機を用いているため、連続的に撹拌できる上、エアリフ
ト作用と、スクリューによる水流を利用するため、大き
な撹拌効果が得られる。 (2)通常の撹拌機は水だけを移送するトルクが必要な
のに対し、本発明は水と空気の混合物を移送することか
ら、水よりも比重が軽く、小さいトルクで移送できるた
め、省エネが図られる。 (3)水域全体が撹拌混合されるため、全体を好気状態
に保つことができ、有機物の好気分解が促進され、藻の
発生を抑制できる。また底泥も好気化するため、底泥か
らの栄養塩溶出を防止でき、植物プランクトンの増殖を
抑制することができる。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water area which is installed in a deep water area of a reservoir, a lake, or the like, and the water area is effectively purified by aeration and agitation of the water area. The present invention relates to a purifying device. 2. Description of the Related Art Conventionally, an air pump as shown in FIG. 2 has been used as a means for stirring a deep water area. This is because the air is blown into the air chamber 13 using a blower, and when the air chamber is filled with air, the air forms a lump of air and rises in the water pumping cylinder 12. Is discharged from the upper part of the pumping cylinder. [0003] In a system in which water is supplied from the bottom of the pumping cylinder by an air lift effect and discharged from the top, energy saving is relatively high, but the aeration and stirring capabilities are small, so that it is expected. There is a problem that a purifying effect cannot be obtained. An object of the present invention is to provide a purifying apparatus suitable for purifying a water area while aerating and purifying water in a deep water area having a depth of 3 to 5 m or more. SUMMARY OF THE INVENTION The present invention has been made to achieve the above object, and has a draft tube having a water intake port at the bottom and a discharge port at the top , both of which extend in the radial direction . Set the screw upward in the draft tube.
It includes a location the screw aeration machine, and a vent pipe for guiding the water of air in the negative pressure generating region of the screw tip, Dorafutochi
Draft after sinking by flowing down the surface from the outlet to the shore
The general circulation flowing toward the tube inlet and the draft
As soon as you exit the tube outlet, it sinks and drafts
The gist is that a small circulation that flows toward the suction port is formed so that aeration and stirring are performed simultaneously. The present invention utilizes both an air lift effect and a mechanical stirring force in order to increase the stirring and mixing action. A draft tube having a water suction port at the bottom and a discharge port at the top is provided with an upper float and a bottom. It is fixed with an anchor, and a screw-type aeration stirrer is provided in the draft tube, air on the water is supplied to the screw tip via a diffuser tube by a blower, and the rotation of the screw makes the bubbles finer and the draft tube By absorbing water from the bottom and discharging from the top, water in the water area is efficiently aerated and stirred to purify the water area. An embodiment of the present invention will be described below with reference to the embodiment shown in FIG. In the figure, 3 is a water inlet 3 at the bottom.
a, a draft tube having a discharge port 3b at the top, an anchor 7 at the bottom, and a float 4 at the top, fixed at a predetermined position in water. Both the water inlet 3a and the outlet 3b extend in the radial direction, so that water is absorbed from the periphery toward the draft tube in the bottom layer, and is discharged from the draft tube in all directions around the surface in the surface layer. In the draft tube 3, an aeration stirrer including a screw 1 and a submersible motor 2 is installed with the screw facing upward, and the ventilation pipe is fixed so that the discharge port of the ventilation pipe 6 comes to the tip of the screw. Is connected to the blower 5 and the diffuser 6. The installation position of the aeration stirrer varies depending on the length of the draft tube. However, in consideration of the efficiency of dissolving oxygen from aerated air into water, it is desirable to install the aerator at a depth of at least 3 m. Further, in this embodiment, the discharge port of the ventilation pipe is fixed so as to be located at the tip of the screw. However, the shaft of the screw 1 and the underwater motor 2 are made hollow, and the hollow shaft is formed below the underwater motor. It is also possible to connect the air diffuser 6. Next, the operation and operation of the present invention will be described. When the underwater motor 2 of the aeration stirrer is operated, the rotation of the screw 1 generates a negative pressure at the tip of the screw. The magnitude of this negative pressure depends on the motor capacity, the installation position of the screw, and the like. When the water depth is shallow, the air above the water is sucked through the ventilation pipe by the negative pressure without providing the blower 5 on the water. However, since it is affected by water pressure, the amount of air is very small even when supplying air. However, since such a negative pressure is generated, by applying a slight pressure with the blower 5, required air is supplied to the tip of the screw 1 through the ventilation pipe 6, and is sheared at the edge of the screw to produce fine air. It becomes bubbles. The suction port 3 at the bottom of the draft tube is caused by the rise of air bubbles and the upward flow by the screw.
From a, the water in the bottom layer is sucked and rises in the draft tube to generate a flow which is ejected radially from the upper outlet 3b. At this time, the water in the bottom layer has less dissolved oxygen,
Although it may be anaerobic depending on the conditions, the dissolved oxygen concentration increases due to contact with the fine bubbles in the draft tube. The water jetted from the outlet 3b of the draft tube causes a radial flow toward the shore on the surface layer. However, the water of the jetted bottom layer is usually lower and heavier than the surface water, so that the draft tube outlet is formed. After exiting the river, a stream that sinks can be formed. Therefore, as time elapses, it flows down the surface layer from the draft tube outlet to the shore and sinks, and the general circulation that flows through the surface toward the draft tube inlet in the center of the water body, and the water sinks as soon as it leaves the draft tube outlet. A small circulation returning to the draft tube inlet is formed. According to the present invention, a draft tube having a water suction port at the bottom and a discharge port at the top is fixed by an upper float and a bottom anchor, and a screw type aeration stirrer and a screw are provided in the draft tube. A vent outlet is provided in the negative pressure generation area at the tip, and air is supplied by a blower above the water to make bubbles finer at the screw edge.
It has the following effects. (1) Unlike a conventional air pump, a mechanical aeration stirrer is used, so that stirring can be performed continuously, and a large stirring effect can be obtained because of the use of an air lift function and a water flow by a screw. (2) While a conventional stirrer requires a torque to transfer only water, the present invention transfers a mixture of water and air, so the specific gravity is lighter than water and the transfer can be performed with a small torque. Can be (3) Since the entire water area is stirred and mixed, the entire water area can be maintained in an aerobic state, aerobic decomposition of organic matter is promoted, and generation of algae can be suppressed. Further, since the bottom mud is also aerobic, elution of nutrients from the bottom mud can be prevented, and the growth of phytoplankton can be suppressed.

【図面の簡単な説明】 【図1】本発明水域の浄化装置の実施例を示す断面図で
ある。 【図2】公知例の説明図である。 【符号の説明】 1 スクリュー 2 水中モータ 3 ドラフトチューブ 3a 吸水口 3b 排出口 4 フロート 5 ブロワー 6 通気管
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a cross-sectional view showing an embodiment of the water purification apparatus of the present invention. FIG. 2 is an explanatory diagram of a known example. [Description of Signs] 1 Screw 2 Underwater motor 3 Draft tube 3a Water intake 3b Discharge 4 Float 5 Blower 6 Ventilation pipe

Claims (1)

(57)【特許請求の範囲】 【請求項1】 底部に吸水口、上部に排出口を、共に放
射方向に伸びるようにもつドラフトチューブと、ドラフ
トチューブ内にスクリューを上向きにして設置したスク
リュー式曝気機と、スクリュー先端の負圧発生領域に水
上の空気を導く通気管とを備え、ドラフトチューブ排出
口から表層を岸辺まで流れて沈降しドラフトチューブ吸
込口に向かって流れる大循環と、ドラフトチューブ排出
口をでるとすぐに沈み込んでドラフトチューブ吸込口に
向かって流れる小循環を形成して、曝気と撹拌とを同時
に行うようになしたことを特徴とする水域の浄化装置。
(57) Patent Claims 1. A water inlet at the bottom, an outlet at the top, release both
A draft tube that extends in the shooting direction, a screw- type aerator that is installed with the screw facing upward in the draft tube, and a ventilation tube that guides air over water to the negative pressure generation region at the tip of the screw. Equipped, draft tube discharge
It flows down the surface from the mouth to the shore, sinks, and sucks a draft tube.
General circulation flowing toward the inlet and draft tube discharge
As soon as you open the mouth, it sinks into the draft tube suction port
A purifying apparatus for water bodies, wherein a small circulation that flows toward the water is formed to simultaneously perform aeration and stirring.
JP27086992A 1992-09-14 1992-09-14 Water purification equipment Expired - Fee Related JP3385047B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27086992A JP3385047B2 (en) 1992-09-14 1992-09-14 Water purification equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27086992A JP3385047B2 (en) 1992-09-14 1992-09-14 Water purification equipment

Publications (2)

Publication Number Publication Date
JPH0691297A JPH0691297A (en) 1994-04-05
JP3385047B2 true JP3385047B2 (en) 2003-03-10

Family

ID=17492105

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27086992A Expired - Fee Related JP3385047B2 (en) 1992-09-14 1992-09-14 Water purification equipment

Country Status (1)

Country Link
JP (1) JP3385047B2 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002273479A (en) * 2001-03-21 2002-09-24 Yoshiji Sakamoto Cleaning equipment utilizing portion of water area (1) in cleaning equipment for water area (1) to be installed within water area (1)
JP2003053372A (en) * 2001-08-22 2003-02-25 Nippon Chutetsukan Kk Water cleaning device
JP2009207971A (en) * 2008-03-03 2009-09-17 Marsima Aqua System Corp Air lift device
JP4990259B2 (en) * 2008-11-17 2012-08-01 株式会社丸島アクアシステム Air pumping equipment
KR100965784B1 (en) * 2009-09-15 2010-06-29 한국기계연구원 Water circulation device for water-bloom prevention using sunlight
GB201001391D0 (en) * 2010-01-28 2010-03-17 Aquafide Engineering Ltd Submersible reactor and/or circulation apparatus
KR101036176B1 (en) * 2011-02-16 2011-05-23 (주)에코코 Stirring device for water treatment
CN102897857A (en) * 2012-10-18 2013-01-30 上海交通大学 Method for inhibiting blue-green algae from growing by water body disturbance
CN103787433A (en) * 2012-10-18 2014-05-14 上海交通大学 Method for inhibiting blue algae from growing through water body disturbance
CN111995080A (en) * 2020-08-24 2020-11-27 中国建筑第八工程局有限公司 Suspended anti-blocking underwater aeration equipment

Also Published As

Publication number Publication date
JPH0691297A (en) 1994-04-05

Similar Documents

Publication Publication Date Title
US6273402B1 (en) Submersible in-situ oxygenator
CN1548384A (en) Aerator and advanced waste water treatment method using the same
JP2009202038A (en) Floating body type water purifier by water circulation, filtration, and aeration using photovoltaic power generation
JP3385047B2 (en) Water purification equipment
JP3160057B2 (en) Stirring aeration device
KR100583052B1 (en) Submersible Aerator with the Encreased Capacity of Aeration and Ability of Diffusion
KR100801851B1 (en) Jet starchy
CN202465400U (en) Diffusion tube of submersible aeration machine
CN107698025B (en) Integrated sewage denitrification and dephosphorization device
KR100469327B1 (en) Submersible Aerator with the Function of Air Priming, Intermittent Aeration, Deoderization and Mixing
CN107651753B (en) Sewage denitrification and dephosphorization device
JP2008296169A (en) Method for operating aeration/agitation system
US10532331B2 (en) Artificial-whirlpool generator
JPH07108295A (en) Pressurized aeration treatment device for waste water
JP2002239587A (en) Apparatus for increasing dissolved oxygen in deep sea water
JP4107486B2 (en) Water treatment equipment
JP2000189774A (en) Gas dissolving device
KR100461265B1 (en) Submersible Aerator with the Function of Intermittent Aeration, Deoderization and Air Priming
JP2006000835A (en) System for purifying water and swirling mixer for generating water flow
CN109534526B (en) Submersible micro-nano flow-making aeration system
CN208292731U (en) A kind of aerator for sanitary sewage disposal
JPH07171591A (en) Aeration device and operation thereof
JP3418608B2 (en) Gas-liquid mixing device
TWM276622U (en) Underwater gas/liquid agitating, mixing, and aerating machine
JP2000117081A (en) Underwater stirring device

Legal Events

Date Code Title Description
S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081227

Year of fee payment: 6

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091227

Year of fee payment: 7

LAPS Cancellation because of no payment of annual fees