JPH06304596A - Intermittent water quality improving device - Google Patents

Intermittent water quality improving device

Info

Publication number
JPH06304596A
JPH06304596A JP9343893A JP9343893A JPH06304596A JP H06304596 A JPH06304596 A JP H06304596A JP 9343893 A JP9343893 A JP 9343893A JP 9343893 A JP9343893 A JP 9343893A JP H06304596 A JPH06304596 A JP H06304596A
Authority
JP
Japan
Prior art keywords
water
tank
open
opening
pipe
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.)
Pending
Application number
JP9343893A
Other languages
Japanese (ja)
Inventor
Hiroshi Yamabe
裕志 山部
Osami Machida
修身 町田
Sunao Miyauchi
直 宮内
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP9343893A priority Critical patent/JPH06304596A/en
Publication of JPH06304596A publication Critical patent/JPH06304596A/en
Pending 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)

Abstract

PURPOSE:To prevent the deterioration of water by floating a tank on the water surface of a deep pond, lake, etc., connecting a downcomer to the injection port in the lower surface, supplying the water close to the water surface into the tank by a water feed pump and efficiently circulating water between the surface layer and deep layer. CONSTITUTION:An open tank 2 is floated with a float 9 with the greater part exposed on the water surface to the extent that the set level in the tank is positioned at an appropriate height from the external water surface and communicated with an injection port 5 having a stop valve 6 and formed at the center of the bottom of the tank 2, and a downcomer 3 is provided. The downcomer 3 has an appropriate length and with the lower end opened 3a at an appropriate depth. A water feed pipe 4 is set on the tank 2, and the water in the surface layer close to the water surface is sucked by a suction pipe 7 and tangentially forced under pressure into the tank 2 from a water feed pipe 8. The generated spiral flow is discharged at a high speed from he open hole 3a through the stop valve 6 to be intermittently opened and the downcomer 3.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、水深の深い池や、湖等
の水質の改善を図るための間欠式水質改善装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an intermittent water quality improving device for improving the water quality of a deep pond, a lake or the like.

【0002】[0002]

【従来の技術】従来、水深の深い池や、湖等において
は、温度成層によって水面付近の表層に水温の高い水塊
が層をなして滞留し、アオコ等が発生して水源としての
水質が低下する問題があった。このため、湖水人工循環
法等により池や湖の水質の改善を図っている。湖水人工
循環法は、湖水中に適当深さを有するパイプによって上
向流路を形成し、パイプの下端に吹き込んだ空気のエア
リフト作用によりパイプ内に上向流を形成し、深層に滞
留する水塊を水面付近の表層に循環させることによって
表層の水塊に深層の水塊を混合してアオコ等の発生を抑
制していた。
2. Description of the Related Art Conventionally, in deep ponds, lakes, etc., a water mass with a high water temperature forms a layer in the surface layer near the water surface due to temperature stratification, and water quality such as water-bloom is generated as a water source. There was a problem of decline. For this reason, the lake water artificial circulation method is being used to improve the water quality of ponds and lakes. The artificial lake circulation method uses a pipe with an appropriate depth in the lake water to form an upward flow path, and the air lift action of the air blown into the lower end of the pipe creates an upward flow in the pipe, causing water to accumulate in the deep layer. By circulating the water mass in the surface layer near the water surface, the water mass in the surface layer was mixed with the water mass in the deep layer to suppress the generation of water-blooms and the like.

【0003】パイプ内への空気の吹き込みは間欠的に行
っており、コンプレッサーによって溜め込んだ適当量の
気塊を一度に放出していた。
Air is blown into the pipe intermittently, and an appropriate amount of air mass accumulated by a compressor is discharged at one time.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記した従来
の構成においては、上向流によって深層の水塊を表層に
循環させるものであり、水温の高い表層の水塊を深層に
循環させることは困難であった。また、パイプの下端側
に空気を溜めるためのタンクを設置し、このタンクに水
上に配置したコンプレッサーによって空気を圧送する構
成となるので、深層の水中に位置するパイプの下端部に
おける構成が複雑となり、メンテナンス等に手間がかか
る問題があった。
However, in the above-mentioned conventional structure, the deep water mass is circulated to the surface layer by the upward flow, and the surface water mass having a high water temperature is not circulated to the deep layer. It was difficult. Also, since a tank for storing air is installed at the lower end of the pipe, and air is sent by a compressor placed above the water to this tank, the structure at the lower end of the pipe located in deep water becomes complicated. However, there was a problem that maintenance and the like took time and effort.

【0005】本発明は、上記課題を解決するもので、水
中に位置する機器構成を単純化するとともに、コンプレ
ッサーを不要とする間欠式水質改善装置を提供すること
を目的とする。
SUMMARY OF THE INVENTION The present invention is intended to solve the above problems, and an object thereof is to provide an intermittent water quality improving device which simplifies the structure of equipment located underwater and which does not require a compressor.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するため
に、本発明の間欠式水質改善装置は、内部の設定水位が
外部の水面から適当高さに位置し下方に向けて開口する
噴出口を有した開放式タンクと、開放式タンクの噴出口
を開閉する開閉手段と、開放式タンクの噴出口に上端側
が遊嵌し下端開口が適当な水深下に開口する下向流路管
と、開放式タンク内に水面付近の表層に滞留する水塊の
水を給水管を介して供給する給水ポンプとを備えた構成
としたものである。
In order to solve the above-mentioned problems, the intermittent water quality improving device of the present invention is a jet port which is set so that the set water level inside is at an appropriate height from the outside water surface and opens downward. An open-type tank having, an opening / closing means for opening and closing a jet port of the open-type tank, a downward flow pipe whose upper end side is loosely fitted to the jet port of the open-type tank and whose lower end opening is opened under a proper water depth, In the open type tank, there is provided a water supply pump for supplying water of water mass that accumulates in the surface layer near the water surface via a water supply pipe.

【0007】また、開放式タンクを円筒状に形成し、開
放式タンクの底部の中心に噴出口を設け、開放式タンク
内における給水管の開口をタンク内周面の接線方向に向
けて形成した構成としたものである。
Further, the open tank is formed in a cylindrical shape, a jet port is provided at the center of the bottom of the open tank, and the opening of the water supply pipe in the open tank is formed in the tangential direction of the inner peripheral surface of the tank. It is configured.

【0008】また、開放式タンクおよび下向流路管を支
持するフロートを設けた構成としたものである。
Further, the open type tank and the float for supporting the downward flow passage pipe are provided.

【0009】[0009]

【作用】上記した構成により、開閉手段を閉塞した状態
で、水面付近の表層に滞留する水塊の水を給水ポンプに
より給水管を通して開放式タンクに供給し、開放式タン
ク内に設定水位まで水を満たす。そして、開閉手段を一
定時間をおいて間欠式に開放し、開閉手段の閉塞時に開
放式タンク内に滞留した水をタンク内外の水位差による
水頭によって噴出口から下向流路管内に一度に放出す
る。下向流路管内に放出した水は下向流となって降下
し、すでに下向流路管内にあった水を下端開口から適当
水深下に押し出す。
With the above-mentioned structure, with the opening / closing means closed, the water in the water mass that accumulates in the surface layer near the water surface is supplied by the water supply pump to the open tank through the water supply pipe, and the water in the open tank reaches the set water level. Meet Then, the opening / closing means is opened intermittently after a certain period of time, and when the opening / closing means is closed, the water retained in the open type tank is discharged at once from the jet port into the downward flow pipe by the water head due to the water level difference inside and outside the tank. To do. The water discharged into the downward flow passage pipe becomes a downward flow and descends, and the water already inside the downward flow passage pipe is pushed out from the lower end opening to an appropriate depth.

【0010】したがって、開閉手段の間欠的な開閉動作
によって水面付近の表層の水塊を開放式タンクおよび下
向流路管を通して順次に適当水深下に循環させることが
できる。また、下向流路管から押し出された表層の水は
周囲の深層の水塊を攪拌するとともに、深層の水に較べ
て水温が高く比重が軽いために深層の水塊を巻き込みな
がら上向流となって表層側に循環する。
Therefore, the intermittent opening / closing operation of the opening / closing means allows the water mass in the surface layer near the water surface to be circulated sequentially through the open tank and the downward flow pipe to an appropriate depth. In addition, the surface water pushed out from the downward flow tube stirs the surrounding deep water mass, and because the water temperature is higher and the specific gravity is lighter than the deep water, the deep water mass is entrained while flowing upward. And circulate to the surface side.

【0011】このため、表層と深層との間において水が
高効率で循環することとなり、温度成層の形成を防止し
て水質悪化の防止ないしは水質の改善が図られる。給水
管から開放式タンク内に供給する水はタンク内周面の接
線方向に噴出し、開放式タンク内に旋回流を生じさせ
る。この旋回流は開閉手段の流路を通過するに際して流
路が狭くなることにより流速を高められ、下向流路管内
においても旋回流となって降下する。
Therefore, water circulates between the surface layer and the deep layer with high efficiency, and formation of temperature stratification is prevented to prevent deterioration of water quality or improve water quality. The water supplied from the water supply pipe into the open tank is jetted in the tangential direction of the inner peripheral surface of the tank to generate a swirling flow in the open tank. This swirling flow has a high flow velocity when it passes through the flow passage of the opening / closing means, so that the flow velocity is increased, and the swirling flow descends as a swirling flow even in the downward flow passage pipe.

【0012】このため、下向流路管内の水も旋回流とな
って下端開口から周囲に噴出し、深層の水塊に与える攪
拌効果が高まる。開放式タンクおよび下向流路管はフロ
ートに支持されて浮遊状態にあるので、任意の位置、た
とえばアオコ等が特に多く発生している地点へ移動させ
ることにより、アオコ等を深層に送り込んで光不足によ
り光合成を減じて繁殖力を抑制して水質の改善を図るこ
とができる。
For this reason, the water in the downward flow passage tube also becomes a swirling flow and is jetted to the periphery from the lower end opening to enhance the stirring effect on the deep water mass. The open tank and the downward flow tube are supported by the float and are in a floating state.Therefore, by moving them to an arbitrary position, for example, to a point where a lot of water-blooms are generated, the water-blooms are sent to the deep layer and the light is emitted. Due to the shortage, it is possible to reduce photosynthesis and suppress fertility to improve water quality.

【0013】また、開放式タンクの周縁から水を越流さ
せれば、曝気効果を得ることができるとともに、水が溢
れ流れる様によって一種の噴水としての景観の美的向上
を図ることができる。
Further, if the water overflows from the peripheral edge of the open tank, the aeration effect can be obtained, and the appearance of the fountain as a kind of fountain can be improved by overflowing the water.

【0014】[0014]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1〜図3において、間欠式水質改善装置1は
湖水等の水面上に配置するものであり、主要な構成とし
て開放式タンク2と下向流路管3と給水ポンプ4を備え
ている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. 1 to 3, the intermittent water quality improvement device 1 is arranged on the surface of water such as lake water, and includes an open tank 2, a downward flow pipe 3, and a water supply pump 4 as main components.

【0015】開放式タンク2は内部の設定水位が外部の
水面から適当高さに位置するように、水面上に大部分を
露出させて配置している。開放式タンク2は円筒状をな
して底部の中心に下方に向けて開口する噴出口5を有し
ており、噴出口5には開閉手段として電磁式あるいは手
動式の開閉バルブ6を介装している。尚、開閉手段はバ
ルブに限るものではない。
Most of the open tank 2 is exposed on the water surface so that the set water level inside is located at an appropriate height from the water surface outside. The open-type tank 2 has a cylindrical shape and has an ejection port 5 that opens downward at the center of the bottom, and an electromagnetic or manual on-off valve 6 is interposed at the ejection port 5 as an opening / closing means. ing. The opening / closing means is not limited to the valve.

【0016】下向流路管3はその上端を開放式タンク2
の下部に固定して垂設したものであり、上端側において
噴出口5に遊嵌している。下向流路管3は適当長さを有
して下端が適当水深下で開口3aしており、開口3aは
下向流路管3の流路より小径である。尚、開口3aの大
きさは図3に示すものに限らず、下向流路管3の下端を
全開するものでも良い。
The downward flow pipe 3 has an open upper end at its upper end.
Is vertically fixed and loosely fitted to the ejection port 5 on the upper end side. The downward flow passage pipe 3 has an appropriate length, and the lower end thereof has an opening 3a at an appropriate water depth, and the opening 3a has a smaller diameter than the flow passage of the downward flow passage pipe 3. The size of the opening 3a is not limited to that shown in FIG. 3, and the lower end of the downward flow passage tube 3 may be fully opened.

【0017】給水ポンプ4は開放式タンク2に固定した
ものであり、給水ポンプ4の吸引側に連通する吸引管7
は水面付近の表層において開口し、給水ポンプ4の吐出
側に連通する給水管8は開放式タンク2内において開口
している。尚、給水ポンプ4を水中ポンプで構成するこ
とも可能である。開放式タンク内における給水管8の開
口8aは、開放式タンク2内に旋回流を形成するために
タンク内周面の接線方向に向いている。旋回流を形成す
る手段としては噴出口5を下向流路管3の内周面の接線
方向に向けることも考えられる。
The water supply pump 4 is fixed to the open tank 2, and a suction pipe 7 communicating with the suction side of the water supply pump 4 is provided.
Is opened in the surface layer near the water surface, and the water supply pipe 8 communicating with the discharge side of the water supply pump 4 is opened in the open tank 2. The water supply pump 4 may be an underwater pump. The opening 8a of the water supply pipe 8 in the open tank is oriented tangentially to the inner peripheral surface of the tank to form a swirling flow in the open tank 2. As a means for forming the swirling flow, it is also conceivable to direct the jet port 5 in the tangential direction of the inner peripheral surface of the downward flow passage tube 3.

【0018】開放式タンク2の周部には開放式タンク2
および下向流路管3を浮遊状態に維持するためのフロー
ト9を設けている。以下、上記構成における作用を説明
する。フロート9の浮力によって間欠式水質改善装置1
を湖水14上に浮遊させて配置する。開閉バルブ6を閉
塞した状態で、水面付近の表層に滞留する水塊の水を給
水ポンプ4により吸引管7および給水管8を通して開放
式タンク2に供給し、開放式タンク2内に設定水位まで
水を満たす。このとき、給水管8から開放式タンク2内
に供給する水はタンク内周面の接線方向に噴出し、開放
式タンク2内に旋回流を生じさせる。
The open type tank 2 is provided around the open type tank 2.
Also, a float 9 is provided to maintain the downward flow tube 3 in a floating state. The operation of the above configuration will be described below. Intermittent water quality improvement device 1 due to buoyancy of float 9
Are placed on the lake water 14 in a floating manner. With the on-off valve 6 closed, the water in the water mass staying in the surface layer near the water surface is supplied to the open type tank 2 by the water supply pump 4 through the suction pipe 7 and the water supply pipe 8 to the set water level in the open type tank 2. Fill the water. At this time, the water supplied from the water supply pipe 8 into the open tank 2 is jetted in the tangential direction of the inner peripheral surface of the tank to generate a swirling flow in the open tank 2.

【0019】そして、開閉バルブ6を一定時間をおいて
間欠式に開放し、バルブの閉塞時に開放式タンク2内に
滞留した水をタンク内外の水位差による水頭によって噴
出口5から下向流路管3内に一度に放出する。開放式タ
ンク2内の旋回流は、噴出口5および開閉バルブ6の流
路を通過するに際して流路が狭くなることにより流速を
高められ、下向流路管3内においても旋回流となって降
下し、すでに下向流路管3内にあった水を下端の開口3
aから適当水深下に押し出す。
The opening / closing valve 6 is intermittently opened after a certain period of time, and when the valve is closed, the water retained in the open type tank 2 is flown downward from the jet port 5 by the water head due to the water level difference between the inside and the outside of the tank. Discharge into the tube 3 at once. The swirl flow in the open-type tank 2 is increased in flow velocity by narrowing the flow passage when passing through the flow passages of the ejection port 5 and the opening / closing valve 6, and also becomes a swirl flow in the downward flow passage pipe 3. Water that has descended and was already in the downward flow pipe 3 is opened at the lower end 3
Extrude from a to a suitable depth.

【0020】このとき、下向流路管3内の水も旋回流と
なって下端の開口3aから周囲に噴出し、深層の水塊に
与える攪拌効果が高まる。また、開口3aにおける流路
が下向流路管3の流路に較べて小径であるので、噴出に
際して旋回流の流速が高められ、攪拌・拡散効果が促進
される。尚、旋回流を与えずに、下向流路管3内の水を
外部に排出しても良い。
At this time, the water in the downward flow passage pipe 3 also becomes a swirling flow and is jetted out to the periphery from the opening 3a at the lower end to enhance the stirring effect on the deep water mass. Moreover, since the flow path in the opening 3a has a smaller diameter than the flow path of the downward flow path pipe 3, the flow velocity of the swirling flow is increased at the time of ejection, and the stirring / diffusion effect is promoted. The water in the downward flow channel pipe 3 may be discharged to the outside without giving the swirling flow.

【0021】したがって、開閉バルブ6の間欠的な開閉
動作によって水面付近の表層の水塊が開放式タンク2お
よび下向流路管3を通して順次に適当水深下に循環す
る。また、下向流路管3から押し出された表層の水は周
囲の深層の水塊中に拡散して水塊を攪拌するとともに、
深層の水に較べて水温が高く比重が軽いために深層の水
塊を巻き込みながら上向流となって表層側に循環する。
Therefore, due to the intermittent opening / closing operation of the opening / closing valve 6, the surface water mass near the water surface circulates sequentially through the open tank 2 and the downward flow pipe 3 to an appropriate depth. In addition, the water in the surface layer extruded from the downward flow pipe 3 is diffused into the surrounding deep water body to stir the water body,
Since the water temperature is higher and the specific gravity is lighter than that of the deep water, it circulates to the surface side while entraining the deep water body and forming an upward flow.

【0022】このため、従来においては、深層から表層
への一方的な流れであったものが、表層と深層との間に
おいて水が双方向に高効率で循環することとなり、温度
成層の形成を防止して水質悪化の防止ないしは水質の改
善を図ることができる。
For this reason, in the conventional case, the one-way flow from the deep layer to the surface layer circulates the water bidirectionally with high efficiency between the surface layer and the deep layer, so that the temperature stratification is formed. It is possible to prevent deterioration of water quality or improve water quality.

【0023】さらに、開放式タンク2内の水は間欠的に
放出するので、開放式タンク2への水の供給は少流量ず
つで良く、給水ポンプ4に小型のものを用いることがで
き、動力費も安価となる。また、間欠式水質改善装置1
は、その開放式タンク2および下向流路管3をフロート
9に支持されて浮遊状態にあるので、任意の位置、たと
えばアオコ等が特に多く発生している地点へ移動させる
ことができ、アオコ等を深層に送り込んで光不足により
光合成を減じて繁殖力を抑制して水質の改善を図ること
ができる。
Further, since the water in the open type tank 2 is discharged intermittently, it is sufficient to supply water to the open type tank 2 at a small flow rate, and a small water supply pump 4 can be used. The cost will be low. In addition, intermittent water quality improvement device 1
Since the open tank 2 and the downward flow passage pipe 3 are supported by the float 9 and are in a floating state, the open tank 2 and the downward flow pipe 3 can be moved to an arbitrary position, for example, a place where a lot of water-bloom and the like are particularly generated. It is possible to reduce the photosynthesis due to lack of light and suppress the fertility to improve the water quality.

【0024】また、開放式タンク2の周縁から水を越流
させれば、曝気効果を得ることができるとともに、水が
溢れ流れる様によって景観の美的向上を図ることができ
る。さらに、図4に示すように、給水管8の途中に噴水
ノズル11を設け、給水を上方に噴射することにより、
一種の噴水となしてさらなる景観の美的向上を図ること
ができる。
Further, if the water overflows from the peripheral edge of the open tank 2, the aeration effect can be obtained, and the aesthetics of the landscape can be improved by the overflow of the water. Further, as shown in FIG. 4, by providing a fountain nozzle 11 in the middle of the water supply pipe 8 and injecting the water supply upward,
As a kind of fountain, it can further improve the aesthetics of the landscape.

【0025】[0025]

【発明の効果】以上述べたように本発明によれば、水面
付近の表層の水塊が開放式タンクおよび下向流路管を通
して順次に適当水深下に循環し、下向流路管から押し出
された表層の水が周囲の深層の水塊を攪拌するととも
に、深層の水塊を巻き込みながら上向流となって表層側
に循環するので、表層と深層との間において水を高効率
で循環させることができ、水質悪化の防止または水質の
改善を図ることができる。
As described above, according to the present invention, the water mass in the surface layer near the water surface circulates sequentially through the open tank and the downward flow pipe to an appropriate depth and is pushed out from the downward flow pipe. The water on the surface layer stirs the surrounding deep water bodies and circulates to the surface side as an upward flow while entraining the deep water bodies, so that the water is circulated between the surface and deep layers with high efficiency. It is possible to prevent deterioration of water quality or improve water quality.

【0026】また、下向流路管を降下する水が旋回流と
なって下端開口から周囲に噴出することにより、深層の
水塊に与える攪拌効果を高めることができ、装置はフロ
ートに支持されて浮遊状態にあるので、任意の位置へ移
動させることができる。
Further, the water descending through the downward flow pipe becomes a swirling flow and is jetted to the periphery from the lower end opening, whereby the stirring effect on the deep water mass can be enhanced, and the device is supported by the float. Since it is in a floating state, it can be moved to any position.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の一実施例における間欠式水質改善装置
の全体断面図である。
FIG. 1 is an overall cross-sectional view of an intermittent water quality improving device according to an embodiment of the present invention.

【図2】図1のA−A矢視図である。FIG. 2 is a view on arrow AA of FIG.

【図3】図1のB部の拡大図である。FIG. 3 is an enlarged view of part B in FIG.

【図4】本発明の他の実施例における間欠式水質改善装
置の全体断面図である。
FIG. 4 is an overall sectional view of an intermittent water quality improving device according to another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 間欠式水質改善装置 2 開放式タンク 3 下向流路管 4 給水ポンプ 5 噴出口 6 開閉バルブ 8 給水管 9 フロート 1 Intermittent water quality improvement device 2 Open tank 3 Downward flow pipe 4 Water supply pump 5 Jet port 6 Open / close valve 8 Water supply pipe 9 Float

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 内部の設定水位が外部の水面から適当高
さに位置し下方に向けて開口する噴出口を有した開放式
タンクと、開放式タンクの噴出口を開閉する開閉手段
と、開放式タンクの噴出口に上端側が遊嵌し下端開口が
適当な水深下に開口する下向流路管と、開放式タンク内
に水面付近の表層に滞留する水塊の水を給水管を介して
供給する給水ポンプとを備えたことを特徴とする間欠式
水質改善装置。
1. An open-type tank having an internal set water level at an appropriate height from an external water surface and having a jet opening that opens downward, an opening / closing means for opening and closing the jet opening of the open-type tank, and an opening The downward flow pipe with the upper end loosely fitted into the jet tank outlet and the lower end opening at an appropriate water depth, and the water in the open tank that accumulates in the surface layer near the water surface in the open tank is supplied via the water supply pipe. An intermittent water quality improving device comprising a water supply pump for supplying the water.
【請求項2】 開放式タンクを円筒状に形成し、開放式
タンクの底部の中心に噴出口を設け、開放式タンク内に
おける給水管の開口をタンク内周面の接線方向に向けて
形成したことを特徴とする請求項1記載の間欠式水質改
善装置。
2. An open-type tank is formed in a cylindrical shape, a jet port is provided at the center of the bottom of the open-type tank, and an opening of a water supply pipe in the open-type tank is formed in a tangential direction of an inner peripheral surface of the tank. The intermittent water quality improving device according to claim 1, wherein
【請求項3】 開放式タンクおよび下向流路管を支持す
るフロートを設けたことを特徴とする請求項1または請
求項2記載の間欠式水質改善装置。
3. The intermittent water quality improving device according to claim 1, further comprising a float supporting the open tank and the downward flow pipe.
JP9343893A 1993-04-21 1993-04-21 Intermittent water quality improving device Pending JPH06304596A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9343893A JPH06304596A (en) 1993-04-21 1993-04-21 Intermittent water quality improving device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9343893A JPH06304596A (en) 1993-04-21 1993-04-21 Intermittent water quality improving device

Publications (1)

Publication Number Publication Date
JPH06304596A true JPH06304596A (en) 1994-11-01

Family

ID=14082329

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9343893A Pending JPH06304596A (en) 1993-04-21 1993-04-21 Intermittent water quality improving device

Country Status (1)

Country Link
JP (1) JPH06304596A (en)

Cited By (3)

* 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)
JP2004512938A (en) * 2000-11-06 2004-04-30 キム バッキ Apparatus and method for improving water quality of a reservoir
KR101502048B1 (en) * 2014-04-09 2015-03-12 가람환경기술(주) Purification device for river

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004512938A (en) * 2000-11-06 2004-04-30 キム バッキ Apparatus and method for improving water quality of a reservoir
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)
KR101502048B1 (en) * 2014-04-09 2015-03-12 가람환경기술(주) Purification device for river

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