JPH06277696A - Intermittent type water quality improving device - Google Patents

Intermittent type water quality improving device

Info

Publication number
JPH06277696A
JPH06277696A JP6893193A JP6893193A JPH06277696A JP H06277696 A JPH06277696 A JP H06277696A JP 6893193 A JP6893193 A JP 6893193A JP 6893193 A JP6893193 A JP 6893193A JP H06277696 A JPH06277696 A JP H06277696A
Authority
JP
Japan
Prior art keywords
water
tank
closed tank
pipe
opening
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
JP6893193A
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 JP6893193A priority Critical patent/JPH06277696A/en
Publication of JPH06277696A publication Critical patent/JPH06277696A/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

Abstract

PURPOSE:To provide the superior agitating effect to water masses in a deep layer by filling the water of water masses remaining on a surface layer in the vicinity of water level into a closed tank by means of a boosting feed pump, opening an on-off means intermittently and discharging the water into the downward flow by means of the pressure in the tank. CONSTITUTION:An intermittent type water quality improving device 1 is disposed on a lake 14 in the floating state by the buoyancy of a float 9, and first a boosting feed pump 4 is driven in the state of blocking first and second valves 6 and 12, and water of water masses of comparatively high temperature remaining on a surface layer in the vicinity of water level is filled into a closed tank 2 through a suction pipe 7 and a water feed pipe 8, and the pressure inside the tank 2 is retained properly. Then the first on-off valve 6 is opened intermittently at the given time intervals, and the water in the tank 2 is discharged at a time from a jetting port 5 into a downward flow path pipe 3 by the inner- tank pressure (pneumatic pressure). The similar operation is repeated to circulate the water masses in the surface layer to the proper underwater depth successively and remove the water masses by feeding water bloom or the like to the deep layer for the purpose of improving the water quality.

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、水面付近に配置し
下方に向けて開口する噴出口を有する密閉式タンクと、
密閉式タンクの噴出口を開閉する第1開閉手段と、密閉
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、密閉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圧入する
圧送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, an intermittent water quality improving device of the present invention is a closed tank having a jet port which is arranged near the water surface and opens downward.
First opening / closing means for opening / closing the jet port of the closed tank, a downward flow pipe whose upper end side is loosely fitted to the jet port of the closed tank, and a lower end opening is opened at an appropriate water depth, and a water surface in the closed tank. It is configured to include a pressure pump that press-fits water of a water mass that accumulates in the surface layer in the vicinity through a water supply pipe.

【0007】また、密閉式タンクを円筒状に形成し、密
閉式タンクの底部の中心に噴出口を設け、密閉式タンク
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 closed tank is formed in a cylindrical shape, a jet port is provided at the center of the bottom of the closed tank, and the opening of the water supply pipe in the closed tank is formed in the tangential direction of the inner peripheral surface of the tank. It is configured.

【0008】また、密閉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。また、
下向流路管は伸縮自在管からなる構成としたものであ
る。
Further, the construction is such that a float supporting the closed tank and the downward flow pipe is provided. Also,
The downward flow passage tube is composed of a telescopic tube.

【0009】また、密閉式タンク内に一端が開口し、他
端が密閉式タンクの外部に位置する噴射水管を設け、噴
射水管の他端に第2開閉手段を介して噴水ノズルを設け
た構成としたものである。
Further, a structure is provided in which a water jet pipe having one end opened inside the hermetically sealed tank and the other end located outside the hermetically sealed tank is provided at the other end of the water jet pipe via a second opening / closing means. It is what

【0010】[0010]

【作用】上記した構成により、第1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圧送ポン
プにより給水管を通して密閉式タンクに充填し、密閉式
タンク内を適当な圧力に維持する。そして、第1開閉手
段を一定時間をおいて間欠式に開放し、第1開閉手段の
閉塞時に密閉式タンク内に滞留した水をタンク内の圧力
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圧力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-described structure, with the first opening / closing means closed, the water of the water mass staying in the surface layer near the water surface is filled into the closed tank by the pressure feed pump through the water supply pipe, and the inside of the closed tank is properly opened. Keep at pressure. Then, the first opening / closing means is intermittently opened after a certain period of time, and when the first opening / closing means is closed, the water retained in the hermetically-sealed tank is discharged from the ejection port into the downward flow passage pipe at once by the pressure in the tank. discharge. The pressure water released into the downward flow tube becomes a downward flow and drops,
Water already in the downward flow pipe is pushed out through the lower end opening to an appropriate depth.

【0011】したがって、第1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密閉式タンクおよ
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 first opening / closing means allows the water mass in the surface layer near the water surface to be circulated sequentially through the closed tank and the downward passage pipe to an appropriate water 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.

【0012】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。さらに、密閉式タンク内は適当圧力下にあるの
で、タンク内の空気が効率良く水に溶け込み、深層曝気
の効果を奏することになる。
For this reason, in the conventional case, the one-way flow from the deep layer to the surface layer causes water to circulate with high efficiency between the surface layer and the deep layer, thereby preventing the formation of temperature stratification. Prevention of deterioration of water quality or improvement of water quality is achieved. Further, since the pressure in the closed tank is under an appropriate pressure, the air in the tank is efficiently dissolved in water, and the effect of deep aeration is achieved.

【0013】給水管から密閉式タンク内に充填する水は
タンク内周面の接線方向に噴出し、密閉式タンク内に旋
回流を生じさせる。この旋回流は噴出口および第1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。
The water filled in the closed tank from the water supply pipe is ejected in the tangential direction of the inner peripheral surface of the tank to generate a swirling flow in the closed tank. This swirling flow has a high flow velocity when it passes through the jet port and the flow passage of the first opening / closing means, so that the flow velocity is increased, and the swirling flow also descends as a swirling flow in the downward flow passage pipe.

【0014】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。密閉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直接に除去
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 tube also becomes a swirling flow and is jetted out from the lower end opening to the periphery to enhance the stirring effect on the deep water mass. Since the closed tank and the downward flow pipe are supported by the float and are in a floating state, by moving them to an arbitrary position, for example, a point where a lot of water-bloom and so on are particularly generated, the water-bloom and the like are sent to the deep layer directly. Can be removed to improve the water quality.

【0015】下向流路管は伸縮自在管からなるので、移
動に際して下向流路管を収縮させることにより、水底の
起伏に阻害されることなく容易に移動することができ
る。密閉式タンク内に適当圧力下で水を充填した状態に
おいて、第2開閉手段を一定時間をおいて間欠式に開放
し、第2開閉手段の閉塞時に密閉式タンク内に滞留した
水をタンク内の圧力によって噴水ノズルから上方に噴射
し、景観の美的向上を図る。
Since the downward flow passage tube is composed of an expandable tube, the downward flow passage tube can be easily moved without being disturbed by the undulation of the water bottom by contracting the downward flow passage tube. When the closed tank is filled with water under an appropriate pressure, the second opening / closing means is intermittently opened after a certain period of time, and the water accumulated in the closed tank when the second opening / closing means is closed is stored in the tank. It is sprayed upward from the fountain nozzle by the pressure of, and improves the aesthetics of the landscape.

【0016】[0016]

【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
湖水等の水面付近に配置するものであり、主要な構成と
して密閉式タンク2と下向流路管3と圧送ポンプ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 near the surface of water such as lake water, and has a closed tank 2, a downward flow pipe 3 and a pressure pump 4 as main components.

【0017】密閉式タンク2は水面付近に位置し、その
下側部を水没させるとともに、上側部を水面上に露出さ
せている。密閉式タンク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第1開閉
バルブ6を介装しているが、開閉手段はバルブ装置に限
るものではない。
The closed tank 2 is located near the water surface, and the lower side portion thereof is submerged and the upper side portion is exposed above the water surface. The hermetically sealed tank 2 has a cylindrical ejection port 5 that opens downward at the center of the bottom, and an electromagnetic or manual first on-off valve 6 is provided at the ejection port 5 as an opening / closing means. However, the opening / closing means is not limited to the valve device.

【0018】下向流路管3はその上端を密閉式タンク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。また、下向流路管3は伸縮自在
なジャバラ管で形成することも可能である。
The downward flow pipe 3 has a closed tank 2 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. Further, the downward flow passage pipe 3 can be formed by a bellows pipe that can expand and contract.

【0019】圧送ポンプ4は密閉式タンク2の天板上に
固定したものであり、圧送ポンプ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、圧送ポンプ
4の吐出側に連通する給水管8は密閉式タンク2内にお
いて開口している。尚、圧送ポンプ4に替えて水中ポン
プを用いることも可能である。密閉式タンク内における
給水管8の開口8aは、密閉式タンク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 pressure feed pump 4 is fixed on the top plate of the hermetically sealed tank 2, and the suction pipe 7 communicating with the suction side of the pressure feed pump 4 opens at the surface layer near the water surface and is provided on the discharge side of the pressure feed pump 4. The communicating water pipe 8 is open in the closed tank 2. An underwater pump may be used instead of the pressure pump 4. The opening 8a of the water supply pipe 8 in the closed tank faces the tangential direction of the inner circumferential surface of the tank to form a swirling flow in the closed 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.

【0020】密閉式タンク2の周部には密閉式タンク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。また、密閉式タンク2には噴射水管
10を設けており、噴射水管10は一端が密閉式タンク
2内に開口し、他端が密閉式タンク2の外部に設けた噴
水ノズル11に第2開閉バルブ12を介して連通してい
る。また、密閉式タンク2には必要に応じて吸排気バル
ブ13を設ける。
The closed tank 2 is provided around the closed tank 2.
Also, a float 9 is provided to maintain the downward flow tube 3 in a floating state. Further, the closed tank 2 is provided with a water jet pipe 10, one end of which is opened into the closed tank 2 and the other end of which is opened and closed by a fountain nozzle 11 which is provided outside the closed tank 2. It communicates through the valve 12. Further, the closed tank 2 is provided with an intake / exhaust valve 13 if necessary.

【0021】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。第1開閉バルブ6および
第2開閉バルブ12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圧送ポンプ4により吸引管7およ
び給水管8を通して密閉式タンク2に充填し、密閉式タ
ンク2内を適当な圧力に維持する。このとき、給水管8
から密閉式タンク2内に充填する水はタンク内周面の接
線方向に噴出し、密閉式タンク2内に旋回流を生じさせ
る。
The operation of the above structure will be described below.
Due to the buoyancy of the float 9, the intermittent water quality improvement device 1 is placed floating on the lake water 14. With the first opening / closing valve 6 and the second opening / closing valve 12 closed, the water of the water mass staying in the surface layer near the water surface is filled into the sealed tank 2 by the pressure feed pump 4 through the suction pipe 7 and the water supply pipe 8 and sealed. The inside of the formula tank 2 is maintained at an appropriate pressure. At this time, the water supply pipe 8
The water to be filled into the sealed tank 2 from the above jets in the tangential direction of the inner circumferential surface of the tank, and causes a swirl flow in the sealed tank 2.

【0022】そして、第1開閉バルブ6を一定時間をお
いて間欠式に開放し、第1開閉バルブ6の閉塞時に密閉
式タンク2内に滞留した水をタンク内圧力(空気圧)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。
密閉式タンク2内の旋回流は、噴出口5および第1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3aから適当水深下に押し出す。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。
また、水の放出はある程度時間をかけて徐々に放出して
も良い。
Then, the first opening / closing valve 6 is opened intermittently after a certain period of time, and the water retained in the hermetically sealed tank 2 when the first opening / closing valve 6 is closed is discharged by the tank pressure (air pressure) into the jet port 5. To the downward flow tube 3 at once.
The swirling flow in the closed tank 2 is increased in flow velocity due to the narrowing of the flow passage when passing through the flow passage of the ejection port 5 and the first opening / closing valve 6, and the swirling flow in the downward flow passage pipe 3 is also changed. Then, the water that was already inside the downward flow pipe 3 is pushed out through the opening 3a at the lower end to an appropriate depth below the water depth. At this time,
The water in the downward flow pipe 3 also becomes a swirling flow and is jetted to the surroundings 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 tube 3 may be discharged to the outside without giving the swirling flow.
Further, the water may be released gradually over a period of time.

【0023】したがって、第1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密閉式タンク
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 first opening / closing valve 6, the water mass on the surface layer near the water surface circulates through the closed tank 2 and the downward flow pipe 3 in sequence to an appropriate depth. Further, the surface water extruded from the downward flow pipe 3 diffuses into the surrounding deep water mass and agitates the water mass, and since the water temperature is higher and the specific gravity is lighter than the deep water, While entraining the water mass, it becomes an upward flow and circulates to the surface side.

【0024】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を図ることができ
る。さらに、密閉式タンク2内は適当圧力下にあるの
で、タンク内の空気が効率良く水に溶け込み、深層曝気
の効果を奏することになる。
Therefore, water circulates between the surface layer and the deep layer with high efficiency, and formation of temperature stratification can be prevented to prevent deterioration of water quality or improve water quality. Furthermore, since the inside of the closed tank 2 is under an appropriate pressure, the air in the tank is efficiently dissolved in water, and the effect of deep layer aeration is achieved.

【0025】さらに、密閉式タンク2内の水は間欠的に
放出するので、密閉式タンク2への水の供給は少流量を
高圧力で行えば良く、圧送ポンプ4に遠心ポンプ等の小
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、その密閉式タンク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
に送り込み、光不足によって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 hermetically sealed tank 2 is intermittently discharged, it suffices to supply water to the hermetically sealed tank 2 with a small flow rate and high pressure. It can be used, and the power cost is low. In addition, the intermittent water quality improvement device 1 is in a floating state with the closed tank 2 and the downward flow passage pipe 3 supported by the float 9, so that an arbitrary position, for example, a place where a lot of water-bloom and the like occur particularly. It is possible to transfer water to the deeper layers and to feed water-bloom and the like into the deeper layers to reduce photosynthesis due to insufficient light and suppress fertility to improve water quality.

【0026】また、下向流路管3をジャバラ管等で形成
した場合には、移動に際して下向流路管3を収縮させる
ことにより、水底の起伏に阻害されることなく容易に移
動することができる。
When the downward flow passage pipe 3 is formed of a bellows pipe or the like, the downward flow passage pipe 3 is contracted during movement so that the downward flow passage pipe 3 can be easily moved without being hindered by ups and downs of the water bottom. You can

【0027】そして、密閉式タンク2内に適当圧力下で
水を充填した状態において、第2開閉バルブ12を第1
開閉バルブ6と交互に間欠式に開放し、バルブの閉塞時
に密閉式タンク2内に滞留した水をタンク内圧力によっ
て噴射水管10を通して噴水ノズル11から上方に噴射
し、景観の美的向上を図ることができる。このとき、間
欠式水質改善装置1は上端側が水面上に露出するだけな
ので、装置自体が美観を損なうことはない。尚、本装置
はフロート調整により完全に水面化へ没することもでき
る。
Then, in a state where the sealed tank 2 is filled with water under an appropriate pressure, the second opening / closing valve 12 is set to the first opening / closing valve 12.
To open the valve intermittently alternately with the open / close valve 6 and to inject the water retained in the closed tank 2 when the valve is closed upward through the water jet pipe 10 through the water jet nozzle 11 by the pressure in the tank to improve the aesthetics of the landscape. You can At this time, since the upper end side of the intermittent water quality improvement device 1 is only exposed on the water surface, the device itself does not spoil the appearance. In addition, this device can be completely immersed in the water surface by adjusting the float.

【0028】[0028]

【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密閉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。さらに、タンク内の空気が効
率良く水に溶け込み、深層曝気の効果を得ることができ
る。
As described above, according to the present invention, the water mass in the surface layer near the water surface is sequentially circulated under the proper depth through the closed tank and the downward flow pipe, 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. Further, the air in the tank is efficiently dissolved in water, and the effect of deep layer aeration can be obtained.

【0029】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。さらに、密閉式タンク内に滞留
した水をタンク内の圧力によって噴水ノズルから上方に
噴射することにより景観の美的向上を図ることができ
る。
Further, the water descending through the downward flow passage tube becomes a swirling flow and is jetted to the periphery from the lower end opening, whereby the stirring effect given to the deep water mass can be enhanced, and the apparatus is supported by the float. Since it is in a floating state, it can be moved to any position. Further, the water accumulated in the closed tank is jetted upward from the water jet nozzle by the pressure in the tank, so that the aesthetics of the landscape can be improved.

【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.

【符号の説明】[Explanation of symbols]

1 間欠式水質改善装置 2 密閉式タンク 3 下向流路管 4 給水ポンプ 5 噴出口 6 第1開閉バルブ 8 給水管 9 フロート 10 噴射水管 11 噴水ノズル 12 第2開閉バルブ 1 Intermittent Water Quality Improvement Device 2 Closed Tank 3 Downward Flow Tube 4 Water Supply Pump 5 Jet Port 6 First Open / Close Valve 8 Water Supply Pipe 9 Float 10 Water Jet Pipe 11 Fountain Nozzle 12 Second Open / Close Valve

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 水面付近に配置し下方に向けて開口する
噴出口を有する密閉式タンクと、密閉式タンクの噴出口
を開閉する第1開閉手段と、密閉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、密閉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圧入する圧送ポンプとを備えた
ことを特徴とする間欠式水質改善装置。
1. A closed tank having a jet port arranged near the water surface and opening downward, a first opening / closing means for opening and closing the jet port of the closed tank, and an upper end side of the jet port of the closed tank having a play. It was equipped with a downward flow path pipe that fits and the lower end opening opens to an appropriate depth of water, and a pressure pump that press-fits the water of the water mass that accumulates in the surface layer near the water surface in the closed tank through the water supply pipe. An intermittent type water quality improving device.
【請求項2】 密閉式タンクを円筒状に形成し、密閉式
タンクの底部の中心に噴出口を設け、密閉式タンク内に
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. The closed tank is formed in a cylindrical shape, a jet port is provided at the center of the bottom of the closed tank, and the opening of the water supply pipe in the closed tank is formed in the tangential direction of the inner peripheral surface of the tank. The intermittent water quality improving device according to claim 1, wherein
【請求項3】 密閉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 or 2, further comprising a float for supporting the closed tank and the downward flow passage pipe.
【請求項4】 下向流路管は伸縮自在管からなることを
特徴とする請求項1,2,3のいずれか1項に記載の間
欠式水質改善装置。
4. The intermittent water quality improvement device according to claim 1, wherein the downward flow pipe is made of a telescopic pipe.
【請求項5】 密閉式タンク内に一端が開口し、他端が
密閉式タンクの外部に位置する噴射水管を設け、噴射水
管の他端に第2開閉手段を介して噴水ノズルを設けたこ
とを特徴とする請求項1,2,3,4項のいずれか1項
に記載の間欠式水質改善装置。
5. A water injection pipe having one end opened inside the closed tank and the other end located outside the closed tank, and a water jet nozzle provided at the other end of the water injection pipe through a second opening / closing means. The intermittent water quality improving device according to any one of claims 1, 2, 3, and 4.
JP6893193A 1993-03-29 1993-03-29 Intermittent type water quality improving device Pending JPH06277696A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6893193A JPH06277696A (en) 1993-03-29 1993-03-29 Intermittent type water quality improving device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6893193A JPH06277696A (en) 1993-03-29 1993-03-29 Intermittent type water quality improving device

Publications (1)

Publication Number Publication Date
JPH06277696A true JPH06277696A (en) 1994-10-04

Family

ID=13387905

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6893193A Pending JPH06277696A (en) 1993-03-29 1993-03-29 Intermittent type water quality improving device

Country Status (1)

Country Link
JP (1) JPH06277696A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108862554A (en) * 2018-07-11 2018-11-23 南通劲凌智能科技有限公司 It is a kind of for the heating aeration tank of sewage purification and its method
CN114348654A (en) * 2021-12-29 2022-04-15 天津大学 Water environment ecological restoration device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108862554A (en) * 2018-07-11 2018-11-23 南通劲凌智能科技有限公司 It is a kind of for the heating aeration tank of sewage purification and its method
CN114348654A (en) * 2021-12-29 2022-04-15 天津大学 Water environment ecological restoration device

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