JPH05309207A - Clarifying system for water in pond - Google Patents

Clarifying system for water in pond

Info

Publication number
JPH05309207A
JPH05309207A JP4119278A JP11927892A JPH05309207A JP H05309207 A JPH05309207 A JP H05309207A JP 4119278 A JP4119278 A JP 4119278A JP 11927892 A JP11927892 A JP 11927892A JP H05309207 A JPH05309207 A JP H05309207A
Authority
JP
Japan
Prior art keywords
water
tank
pond
multipurpose
purification system
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
JP4119278A
Other languages
Japanese (ja)
Inventor
Hiroshi Sato
弘 佐藤
Shoko Shimizu
勝公 清水
Ryuzo Tazawa
竜三 田沢
Takanobu Kashiuchi
孝信 樫内
Takahiro Yoshigae
隆広 吉ヶ江
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP4119278A priority Critical patent/JPH05309207A/en
Publication of JPH05309207A publication Critical patent/JPH05309207A/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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins

Landscapes

  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Removal Of Specific Substances (AREA)

Abstract

PURPOSE:To provide an installation capable of economically supplying water and synthetically maintaining water quality and water quantity of a pond. CONSTITUTION:A clarifying system for water in a pond is constituted of a drawer 2 for drawing water from the sea, lakes and marshes or a river, a flocculation tank 3 wherein drawn water is introduced thereinto and solid suspended in the water is flocculated, a first precipitation tank 4 for introducing a liquid-solid mixed body from the flocculation tank 3 and settling the flocculated solid, a multipurpose water tank 5 for introducing the supernatant liquid of the first precipitation tank 4 thereinto and furthermore settling the solid and also leading out the supernatant liquid to a pond and a circulating device 6 for drawing one part of water in the pond, removing solid and returning the water to the pond. Furthermore, the clarifying system for water is equipped with both an introduction device 9 for introducing one part of water in the pond into the circulating device 6 and a filter 10 for performing filtration and returning filtrate to the pond.

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、池へ水を供給するとと
もに、池の水質を良好に保つためのシステムであり、特
に大規模な人工池に適したものに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a system for supplying water to a pond and maintaining good water quality in the pond, and particularly to a system suitable for a large-scale artificial pond.

【0002】[0002]

【従来の技術】近時、景観を楽しめる湖沼や河川が減少
してきたことなどにより、人々の生活に潤いを与える親
水空間が求められるようになってきた。特に最近では、
居住機能と商業機能と公共公益施設が整備された各種の
ウオーターフロント計画が提案されており、これらの計
画において大規模な人工池を取り込んだ街造りが増加し
てきた。従来、人工池へ供給する水は、水道水や井戸水
が使用されている。そして、人工池の水は砂濾過器等に
よって処理されて池に戻されている。
2. Description of the Related Art Recently, as the number of lakes and rivers where the scenery can be enjoyed has decreased, a hydrophilic space that enriches people's lives has been required. Especially recently
Various waterfront plans with residential and commercial functions and public utility facilities have been proposed, and the number of townscapes incorporating large-scale artificial ponds has increased in these plans. Conventionally, tap water or well water has been used as the water supplied to the artificial pond. Then, the water in the artificial pond is treated by a sand filter or the like and returned to the pond.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、人工池
が大規模なものになると、水道水等の供給ではコストが
高くなり、近隣の海や湖沼または河川から取水して低コ
ストで供給することが望まれている。ところで、人工池
が望まれている地域の海水などは、住宅等からの排水が
多量に流入しているため富栄養化が進んでおり、人工池
の供給水としてそのままでは適さないものである。一
方、池は河川等に比べ水質が安定せず、例えば気象の変
化等により藻類の異常増殖が起こるなどの問題がある。
このため、特に大規模な人工池においては、池に特有の
非定常的な水質異常を解決するための装置を設けなけれ
ばならない。また、大規模な池にはウオーターリムジン
等の遊覧船が運行されることが多い。このような船は、
定期的に船底の塗装を行う必要がある。このような装置
をそれぞれ設けると広いスペースを必要とし、また設備
の構築コストが高くなってしまう。
However, when the artificial pond becomes large-scale, the cost of supplying tap water and the like becomes high, and it is possible to take water from a neighboring sea, lake or river and supply it at a low cost. Is desired. By the way, seawater and the like in an area where an artificial pond is desired is eutrophication due to a large amount of drainage from houses and the like, and is not suitable as it is as the supply water for the artificial pond. On the other hand, the pond has a problem that the water quality is not stable as compared with the river and the abnormal growth of algae occurs due to the change of weather.
Therefore, especially in large-scale artificial ponds, it is necessary to provide a device for solving unsteady water quality abnormalities peculiar to the ponds. In addition, sightseeing boats such as water limousines often operate in large ponds. A ship like this
It is necessary to paint the bottom of the ship regularly. Providing each of these devices requires a large space and increases the cost of constructing the equipment.

【0004】本発明は、前記事情に鑑みてなされたもの
で、その目的とするところは、水の供給を経済的に行う
ことができ、かつ総合的に池の水質および水量の維持が
行える設備を提供することにある。
The present invention has been made in view of the above circumstances. An object of the present invention is to provide a facility capable of economically supplying water and comprehensively maintaining the quality and quantity of water in a pond. To provide.

【0005】[0005]

【課題を解決するための手段】前記課題を解決するため
に請求項1記載の池の水浄化システムは、海、湖沼また
は河川から水を汲み上げる汲み上げ装置と、汲み上げら
れた水が導入され水中の懸濁している固体を凝集させる
凝集槽と、この凝集槽から固液混合体が導入され凝集し
た固体を沈降させるとともにその上澄み液を池へ導出す
る沈殿槽と、池の水の一部を汲み上げ固体分を取り除き
池へと戻す循環装置とからなり、前記循環装置が池の水
を一部導入する濾過用導入装置と、濾過を行い濾液を池
に戻す濾過装置とを具備してなるものである。
In order to solve the above problems, a water purification system for a pond according to claim 1 is a pumping device for pumping water from the sea, a lake or a river, and a pumping device for pumping water A coagulation tank for coagulating suspended solids, a sedimentation tank for introducing a solid-liquid mixture from this coagulation tank to settle the coagulated solids, and discharging the supernatant liquid to a pond, and pumping up part of the pond water It comprises a circulation device for removing solids and returning it to the pond, and the circulation device comprises a filtration introducing device for partially introducing water in the pond, and a filtration device for performing filtration and returning the filtrate to the pond. is there.

【0006】前記課題を解決するために請求項2記載の
池の水浄化システムは、海、湖沼または河川から水を汲
み上げる汲み上げ装置と、汲み上げられた水が導入され
水中の懸濁している固体を凝集させる凝集槽と、この凝
集槽から固液混合体が導入され凝集した固体を沈降させ
る第一の沈殿槽と、この第一の沈殿槽の上澄み液が導入
されさらに固体を沈降させるとともにその上澄み液を池
へ導出する多目的水槽と、池の水の一部を汲み上げ固体
分を取り除き池へと戻す循環装置とからなり、前記循環
装置が池の水を導入する導入装置と、濾過を行い濾液を
池に戻す濾過装置とを具備してなるものである。
In order to solve the above problems, a water purification system for a pond according to a second aspect of the invention is a pumping device for pumping water from the sea, a lake or a river, and a suspended solid in water into which the pumped water is introduced. A coagulation tank for aggregating, a first settling tank for introducing a solid-liquid mixture from this aggregating tank to settle the agglomerated solids, and a supernatant liquid of the first settling tank for further solidifying the solid and its supernatant It consists of a multipurpose water tank that draws out the liquid to the pond, and a circulation device that pumps a part of the water of the pond and removes the solid content and returns it to the pond, and the circulation device introduces the water of the pond and the filtration that performs filtration. And a filtering device for returning the water to the pond.

【0007】また、請求項3記載の池の水浄化システム
は、請求項2記載の池の水浄化システムにおいて、前記
濾過装置の洗浄排水を多目的水槽に送る第一の導出手段
と、前記多目的水槽内の排水を適量ずつ前記凝集槽へと
送る第二の導出手段とを具備してなることを前記課題の
解決手段とした。
The water purification system for a pond according to claim 3 is the water purification system for a pond according to claim 2, wherein the first outlet means for sending the cleaning wastewater of the filtering device to the multipurpose water tank, and the multipurpose water tank. The second means for sending the appropriate amount of the waste water in the inside to the coagulation tank is provided as the means for solving the above problems.

【0008】また、請求項4記載の池の水浄化システム
は、請求項2記載の池の水浄化システムにおいて、ヘド
ロの回収および浮遊ごみの回収に伴って生じる排水を前
記多目的水槽に送る第三の導出手段と、前記多目的水槽
内の排水を適量ずつ前記凝集槽へと送る第二の導出手段
とを具備してなることを前記課題の解決手段とした。
A water purification system for a pond according to a fourth aspect is the water purification system for a pond according to the second aspect, in which the wastewater generated by the collection of sludge and the collection of floating dust is sent to the multipurpose water tank. The solution means for solving the above-mentioned problems is provided by including the derivation means of 1) and the second derivation means of sending the wastewater in the multipurpose water tank to the coagulation tank in appropriate amounts.

【0009】また、請求項5記載の池の水浄化システム
は、請求項2記載の池の水浄化システムにおいて、池の
水を前記多目的水槽に導入する水槽用導入装置を具備
し、この多目的水槽が、池の水が導入されるとともに殺
藻剤が入れられる殺藻処理槽と、この殺藻処理槽からの
水が流入する殺藻用反応槽と、この殺藻用反応槽からの
水が流入し残留塩素除去剤が入れられる残留塩素除去槽
と、この残留塩素除去槽からの水が流入し所定時間滞留
させ残留塩素を減少させた水を池に導出する残留塩素消
去槽とからなることを前記課題の解決手段とした。
A water purification system for a pond according to claim 5 is the water purification system for a pond according to claim 2, further comprising a water tank introducing device for introducing water from the pond into the multipurpose water tank. However, the algaecide treatment tank in which the water in the pond is introduced and the algaecide is put in, the algaecide reaction tank into which the water from this algaecide treatment tank flows, and the water from this algaecide reaction tank It consists of a residual chlorine removal tank that contains inflow residual chlorine removal agent, and a residual chlorine removal tank in which water from this residual chlorine removal tank flows in and stays for a specified time to reduce the residual chlorine to the pond. Was used as a means for solving the above problems.

【0010】また、請求項6記載の池の水浄化システム
は、請求項2記載の池の水浄化システムにおいて、前記
多目的水槽に、船舶通行用の水門が形成されていること
を前記課題の解決手段とした。
The water purification system for a pond according to claim 6 is the water purification system for a pond according to claim 2, wherein the multipurpose water tank is provided with a water gate for passage of a ship. It was a means.

【0011】[0011]

【作用】本発明の請求項1、2記載の池の水浄化システ
ムでは、海水等が汲み上げられ凝集槽に導入される。凝
集槽においては、凝集剤が添加され、水中の懸濁物質が
凝集しフロックとなる。凝集槽において形成されたフロ
ックと水は沈殿槽へと送られ、フロックは沈殿槽の下部
に沈降し上澄み液は池へと導出される。また、循環装置
が、池の水を導入し濾過装置によって懸濁物質を取り除
き、透明度の高くなった水を池に導出する。
In the water purification system for a pond according to the first and second aspects of the present invention, seawater or the like is pumped up and introduced into the coagulation tank. In the flocculation tank, a flocculant is added, and suspended substances in water flocculate to form flocs. The flocs and water formed in the flocculation tank are sent to the sedimentation tank, the flocs settle at the bottom of the sedimentation tank, and the supernatant liquid is discharged to the pond. In addition, the circulation device introduces the water from the pond, removes suspended matter by the filtration device, and guides the highly transparent water to the pond.

【0012】本発明の請求項3、4記載の池の水浄化シ
ステムでは、多目的水槽が、濾過装置の洗浄排水および
池の清掃に伴って生じる排水を一時貯留し、これらの排
水を適量ずつ凝集槽に導出する。
In the water purification system for a pond according to claims 3 and 4 of the present invention, the multipurpose water tank temporarily stores the cleaning drainage of the filtering device and the drainage generated by the cleaning of the pond, and these drainages are aggregated in appropriate amounts. Out into the tank.

【0013】本発明の請求項5記載の池の水浄化システ
ムでは、池の水が多目的水槽の殺藻処理槽に導入され殺
藻剤が添加される。殺藻剤混合水が前記殺藻処理槽から
殺藻用反応槽に流入し、殺藻反応が進行する。殺藻処理
後の水が前記殺藻用反応槽から残留塩素除去槽に流入
し、残留塩素除去剤が添加される。残留塩素除去剤混合
水が前記残留塩素除去槽から残留塩素消去槽に流入し、
残留塩素濃度が減少していく。残留塩素濃度が低くなっ
た水が、池に導出される。
In the water purification system for a pond according to claim 5 of the present invention, the water in the pond is introduced into the algaecide treatment tank of the multipurpose aquarium and the algaecide is added. The algicidal mixed water flows from the algalicidal treatment tank into the algalicidal reaction tank, and the algicidal reaction proceeds. The water after the algicidal treatment flows into the residual chlorine removing tank from the algalicidal reaction tank, and the residual chlorine removing agent is added. The residual chlorine removing agent mixed water flows into the residual chlorine eliminating tank from the residual chlorine removing tank,
The residual chlorine concentration decreases. Water with a low residual chlorine concentration is discharged to the pond.

【0014】本発明の請求項6記載の池の水浄化システ
ムでは、船舶が多目的水槽内に入域できる。
In the water purification system for a pond according to claim 6 of the present invention, a ship can enter the multipurpose water tank.

【0015】[0015]

【実施例】以下、本発明の池の水浄化システムを実施例
によって詳しく説明する。図1ないし図3は本発明の池
の水浄化システムの一実施例を示す図であり、これらの
図において符号1は池の水浄化システム(以下、システ
ムと略称する)である。このシステム1は、海水を利用
し大規模人工池の水量および水質を維持するためのもの
であって、取水装置2と、凝集槽3と、沈殿槽4と、多
目的水槽5と、循環装置6と、脱水装置8とからなるも
のである。
EXAMPLES Hereinafter, the pond water purification system of the present invention will be described in detail with reference to Examples. 1 to 3 are views showing an embodiment of a water purification system for a pond according to the present invention. In these drawings, reference numeral 1 is a water purification system for a pond (hereinafter abbreviated as system). This system 1 is for maintaining the amount and quality of water in a large-scale artificial pond by using seawater, and includes a water intake device 2, a coagulation tank 3, a sedimentation tank 4, a multipurpose water tank 5, and a circulation device 6. And a dehydrator 8.

【0016】取水装置2は、海水を汲み上げ凝集槽3へ
と送るもので、ポンプ7と、一端部が海水中に位置し他
端部がポンプ7に取り付けられている第一のパイプと、
一端部がポンプ7に取り付けられ他端部が凝集槽3に連
結されている第二のパイプとからなるものである。ま
た、前記ポンプ7と同様に予備ポンプ(図示略)が設け
られている。また、第一のパイプの海水中の一端部は、
ごみ等を汲み上げないために網目状の板が取り付けられ
ている。
The water intake device 2 pumps seawater to the flocculation tank 3 and includes a pump 7, a first pipe having one end located in seawater and the other end attached to the pump 7.
The second pipe has one end attached to the pump 7 and the other end connected to the coagulation tank 3. A backup pump (not shown) is provided as in the case of the pump 7. Also, one end of the first pipe in seawater is
A mesh plate is attached to prevent the pumping up of garbage.

【0017】凝集槽3は、懸濁物質および微量の重金属
を凝集させるための高分子、ポリ塩化アルミニウム等の
凝集剤が添加され、懸濁物質が凝集しフロックとなるよ
うに撹拌が行われるものである。
The flocculating tank 3 is added with a flocculating agent such as polyaluminum chloride and a polymer for flocculating a suspended substance and a trace amount of heavy metal, and stirring is performed so that the suspended substance aggregates into flocs. Is.

【0018】沈殿槽4は、前記凝集槽3内を所定時間滞
留し形成されたフロックおよび水が導入され、フロック
が沈降するものである。沈降したフロックは脱水装置8
に送られ、上澄み液のみが多目的水槽5へと送られるも
のである。
In the settling tank 4, the flocs and water formed by staying in the flocculating tank 3 for a predetermined time are introduced, and the flocs settle. The flocs that settled down are dehydrator 8
And sent only the supernatant to the multipurpose water tank 5.

【0019】多目的水槽5は、図2に示すように多目的
に使用される直方体のもので、内部に隔壁が設けられて
おり直方体の五つの槽から構成されている。この多目的
水槽5は、第一槽(残留塩素消去槽)11と、第一槽1
1の長辺に隣接した第一槽11とほぼ同型の第二槽(殺
藻用反応槽)12と、第一槽11の短辺に隣接した第三
槽13と、第三槽13の反対側に第一槽11と第二槽1
2の短辺に隣接した第四槽(残留塩素除去槽)14と、
第二槽12および第三槽13と隣接した第五槽(殺藻処
理槽)15とからなるものである。
As shown in FIG. 2, the multipurpose water tank 5 is a rectangular parallelepiped which is used for multiple purposes, and is provided with partition walls inside and is composed of five rectangular parallelepiped tanks. The multipurpose water tank 5 includes a first tank (residual chlorine elimination tank) 11 and a first tank 1.
The second tank (alkali killing reaction tank) 12 of almost the same type as the first tank 11 adjacent to the long side of 1, the third tank 13 adjacent to the short side of the first tank 11, and the opposite of the third tank 13 First tank 11 and second tank 1 on the side
A fourth tank (residual chlorine removal tank) 14 adjacent to the short side of 2,
It is composed of a second tank 12 and a third tank 13 and a fifth tank (algaidic treatment tank) 15 adjacent thereto.

【0020】第一槽11は、図3に示すように、1/1
00〜1/10の勾配の底を有し第四槽14側が深く形
成されており第四槽14側に汚泥を集めるためのピット
11aが形成されている。この第一槽11は、第四槽1
4側との隔壁14aが第三槽13側との隔壁13aより高
いもので、第三槽13、第四槽14近くに隔壁と平行に
第一槽11上部を仕切る整流壁11b,11bが取り付け
られている。この第一槽11には、第四槽14近くに沈
殿槽4からの上澄み液を導入するためのパイプ21が取
り付けられ、ピット11a近くには汚泥を凝集槽3に導
出するためのパイプ24が取り付けられている。
The first tank 11 is 1/1 as shown in FIG.
The bottom of the fourth tank 14 is deeply formed with a bottom having a gradient of 00 to 1/10, and a pit 11a for collecting sludge is formed on the fourth tank 14 side. This first tank 11 is the fourth tank 1
The partition wall 14a on the 4th side is higher than the partition wall 13a on the 3rd tank 13 side, and straightening walls 11b, 11b for partitioning the upper part of the 1st tank 11 are installed near the 3rd tank 13 and the 4th tank 14 in parallel with the partition walls. Has been. In this first tank 11, a pipe 21 for introducing the supernatant liquid from the precipitation tank 4 is attached near the fourth tank 14, and a pipe 24 for guiding sludge to the flocculation tank 3 is provided near the pit 11a. It is installed.

【0021】第二槽12は、第一槽11に隣接してお
り、第一槽11と反対側に池内の遊覧船が通るための水
門41が形成されている。この第二槽12は、底部に槽
内を曝気するための散気管が取り付けられている。第二
槽12は、第四槽14と第五槽15に隣接しているもの
で、第四槽14との隔壁14aが第五槽15との隔壁1
5aよりも高く形成されている。この第二槽12は、遊
覧船の塗装等を行うことのできる広さを有し第一槽11
と同様の整流壁12b,12bが取り付けられ、船を乗せ
るための架台(図示略)が設けられている。また、第四
槽14側には、沈殿槽3から上澄み液を導入するパイプ
23と、濾過装置10からの洗浄排水を導入するパイプ
26(第一の導出手段)と、ヘドロの回収および浮遊ご
みの回収に伴って生じる排水を導入するパイプ31(第
三の導出手段)と、第二槽内の固液混合物を凝集槽へと
導出するパイプ25(第二の導出手段)の一端部が槽内
に取り付けられている。これらのパイプ23,28,3
1,25にはバルブが取り付けられており、通常時には
閉じられている。また、池との水位を同一とするための
パイプ40が設置されており、バルブを開けることによ
り池の水が流入する。
The second tank 12 is adjacent to the first tank 11, and a water gate 41 is formed on the opposite side of the first tank 11 for a pleasure boat in the pond to pass through. The second tank 12 has a diffuser tube attached to the bottom for aerating the inside of the tank. The second tank 12 is adjacent to the fourth tank 14 and the fifth tank 15, and the partition wall 14a with the fourth tank 14 is the partition wall 1 with the fifth tank 15.
It is formed higher than 5a. The second tank 12 has an area large enough for painting of a pleasure boat, etc.
The same rectification walls 12b and 12b as in 1 are attached, and a pedestal (not shown) for mounting a ship is provided. Further, on the fourth tank 14 side, a pipe 23 for introducing the supernatant liquid from the settling tank 3, a pipe 26 (first derivation means) for introducing the cleaning drainage from the filtration device 10, and a sludge collecting and floating dust. One end of the pipe 31 (third outlet means) for introducing the wastewater generated by the recovery of the water and the pipe 25 (second outlet means) for discharging the solid-liquid mixture in the second tank to the coagulation tank It is installed inside. These pipes 23, 28, 3
The valves 1 and 25 are attached and normally closed. Further, a pipe 40 is installed to make the water level equal to that of the pond, and the water of the pond flows in by opening the valve.

【0022】第三槽13は、第一槽11から越流してき
た水を池に導出するもので、池に続くパイプ22が取り
付けられている。
The third tank 13 draws out the water overflowing from the first tank 11 to the pond, and is equipped with a pipe 22 leading to the pond.

【0023】第四槽14は、チオ硫酸ナトリウムの添加
に使用されるもので、チオ硫酸ナトリウム水溶液が入れ
られるパイプ30取り付けられ、第一槽11および第二
槽12との隔壁14aが最外壁5aより低く形成されてお
り、底部には槽内を曝気するための散気管が取り付けら
れている。
The fourth tank 14 is used for the addition of sodium thiosulfate, is equipped with a pipe 30 in which an aqueous solution of sodium thiosulfate is put, and the partition wall 14a between the first tank 11 and the second tank 12 is the outermost wall 5a. It is formed to be lower, and an air diffuser is attached to the bottom for aerating the inside of the tank.

【0024】第五槽15は、水張り時は海水を用いた処
理水を池に導出するもので、殺藻処理時は池から汲み上
げられた水が導入されるものである。この第五槽15
は、循環装置6と連結したパイプ28と、次亜塩素酸ナ
トリウム水溶液が入れられるパイプ29と、水張り時に
池に水を導出するパイプ27が取り付けられている。ま
た、底部には槽内を曝気するための散気管が取り付けら
れている。
The fifth tank 15 discharges the treated water using seawater to the pond when it is filled with water, and the water pumped from the pond is introduced at the time of algae killing treatment. This fifth tank 15
Is equipped with a pipe 28 connected to the circulation device 6, a pipe 29 in which an aqueous solution of sodium hypochlorite is put, and a pipe 27 for drawing water to a pond when filling water. An air diffuser for aerating the inside of the tank is attached to the bottom.

【0025】循環装置6は、池の水の一部を汲み上げ濾
過を行い濾液を池に戻すもので、導入装置9と濾過装置
10とからなるものである。導入装置9は、ポンプ9a
を駆動させることにより池の水を濾過装置10に導入す
るものである。このポンプ9aは、上述の殺藻処理時に
池の水を汲み上げるパイプ28とも連結しているもので
ある。濾過装置10は、生物濾過法や濾過の前処理とし
て凝集沈殿を行い、砂等を濾材として濾過を行う急速濾
過法の濾過装置が用いられる。
The circulation device 6 pumps up part of the water in the pond, filters it and returns the filtrate to the pond, and comprises an introduction device 9 and a filtration device 10. The introduction device 9 is a pump 9a.
The water in the pond is introduced into the filtration device 10 by driving the. The pump 9a is also connected to the pipe 28 for pumping water from the pond during the above-mentioned algae killing process. As the filtration device 10, a filtration device of a rapid filtration method that performs coagulation and sedimentation as a biological filtration method or pretreatment of filtration and performs filtration using sand or the like as a filter medium is used.

【0026】脱水装置8は、沈殿槽3および多目的水槽
5の第一槽11から汚泥が導入され、有機高分子凝集剤
が添加され撹拌されることによりフロックが再凝集す
る。そして、濾過が行われ、脱水ケーキが作られるもの
である。
In the dehydrator 8, sludge is introduced from the settling tank 3 and the first tank 11 of the multipurpose water tank 5, the organic polymer coagulant is added, and the floc is reaggregated by stirring. Then, filtration is performed to make a dehydrated cake.

【0027】このような構成のシステムは、通常は海水
を取水し浄化処理して池に供給するものであり、以下に
述べるように濾過装置洗浄時、池清掃水導入時、水張り
時、藻類異常発生時、船の補修時においては、それぞれ
別の動作をするものである。
The system having such a structure normally takes in seawater, purifies it, and supplies it to the pond. As will be described below, when the filter is washed, when pond cleaning water is introduced, when water is filled, and when algae are abnormal. When they occur and when the ship is repaired, they operate differently.

【0028】通常時は、海水を取水して浄化処理し池に
供給するとともに、循環装置6において池の水が濾過さ
れている。まず、図1に示すように取水装置2が、ポン
プ7を駆動させることにより第一のパイプが海水を汲み
上げ、この海水を第二のパイプが凝集槽3へと送る。第
一のパイプにおいて次亜塩素酸ナトリウムを添加する。
凝集槽3においては、ポリ塩化アルミニウムおよび有機
高分子凝集剤が添加され、水中の懸濁物質が凝集しフロ
ックとなる。沈殿槽4は、凝集槽3から固液混合体が導
入され、フロックが沈降し、上澄み液が多目的水槽5の
第一槽11へと導出される。沈降したフロックは、脱水
装置8へと導出される。多目的水槽5の第一槽11は、
沈殿槽4から上澄み液が導入され、この上澄み液中の細
かい固体が第四槽14側から第三槽13側に移動する内
に沈降する。底部に溜まった汚泥は、脱水装置8に導出
され、透明度の高い液が第三槽13に越流し、第三槽1
3から池へと導出される。
In normal times, seawater is taken in, purified and supplied to the pond, and the circulating device 6 filters the water in the pond. First, as shown in FIG. 1, the water intake device 2 drives the pump 7 so that the first pipe pumps up seawater, and the second pipe sends the seawater to the coagulation tank 3. Add sodium hypochlorite in the first pipe.
In the coagulation tank 3, polyaluminum chloride and an organic polymer coagulant are added, and suspended substances in water coagulate to form flocs. In the settling tank 4, the solid-liquid mixture is introduced from the aggregating tank 3, flocs are settled, and the supernatant liquid is led to the first tank 11 of the multipurpose water tank 5. The flocs that have settled are led to the dehydrator 8. The first tank 11 of the multipurpose water tank 5 is
The supernatant liquid is introduced from the settling tank 4, and the fine solids in the supernatant liquid settle while moving from the fourth tank 14 side to the third tank 13 side. The sludge accumulated at the bottom is discharged to the dehydrator 8 and the highly transparent liquid overflows into the third tank 13 and the third tank 1
Derived from 3 to the pond.

【0029】池に水を張り込む場合、所要日数の短縮を
図るため予備ポンプをも作動させ上述の給水量よりも多
い水量を池に導出する。そして、沈殿槽4からの上澄み
液をパイプ23から第二槽12にも導入し、第一槽11
と同様に上澄み液中の細かい固体を沈降させ、透明度の
高い液を第五槽15から池へと導出する。
When pouring water into the pond, in order to shorten the required number of days, the auxiliary pump is also operated to discharge a larger amount of water than the above-mentioned amount of water supplied to the pond. Then, the supernatant liquid from the precipitation tank 4 is introduced into the second tank 12 through the pipe 23, and the first tank 11
Similarly, the fine solids in the supernatant liquid are allowed to settle, and the highly transparent liquid is discharged from the fifth tank 15 to the pond.

【0030】濾過装置10の濾材が目詰まりした場合
は、濾過性能の回復を図るために洗浄を行う。濾材の洗
浄は例えば濾材の下部より曝気して濾材を洗浄する逆流
洗浄が行われる。この逆流洗浄に伴って生じる大量の排
水を、パイプ26によって多目的水槽5の第二槽12に
導出する。第二槽12は、大量の排水を一時貯留すると
ともに、汚泥が底部に溜まらないように曝気を行う。そ
して、パイプ25により第二槽12から凝集槽3に排水
を適量ずつ導出する。このとき汲み上げ装置2からの導
入は止めて、第二槽12から導入された水を上述の取水
時と同様に処理する。
When the filter material of the filter device 10 is clogged, it is washed in order to recover the filtration performance. The washing of the filter medium is performed by backwashing, for example, by aerating from the lower part of the filter medium to wash the filter medium. A large amount of wastewater generated by the backwashing is led to the second tank 12 of the multipurpose water tank 5 through the pipe 26. The second tank 12 temporarily stores a large amount of drainage and performs aeration so that sludge does not accumulate at the bottom. Then, an appropriate amount of waste water is led from the second tank 12 to the coagulation tank 3 by the pipe 25. At this time, the introduction from the pumping device 2 is stopped, and the water introduced from the second tank 12 is treated in the same manner as the above-mentioned water intake.

【0031】良好な景観を維持するためには、船舶によ
って池の底に溜まったヘドロの回収や浮遊ごみの回収を
行う。この際、大量の水も同時に回収してしまう。この
大量の排水を、パイプ31によって多目的水槽5の第二
槽12に導出する。第二槽12は、大量の排水を一時貯
留するとともに、汚泥が底部に溜まらないように曝気を
行う。そして、パイプ25により第二槽12から凝集槽
3に排水を適量ずつ導出する。このとき汲み上げ装置2
からの導入は止めて、第二槽から導入された水を上述の
取水時と同様に処理する。
In order to maintain a good landscape, the sludge collected at the bottom of the pond and the floating dust are collected by the ship. At this time, a large amount of water is also collected at the same time. This large amount of waste water is led to the second tank 12 of the multipurpose water tank 5 through the pipe 31. The second tank 12 temporarily stores a large amount of drainage and performs aeration so that sludge does not accumulate at the bottom. Then, an appropriate amount of waste water is led from the second tank 12 to the coagulation tank 3 by the pipe 25. At this time, the pumping device 2
The water introduced from the second tank is stopped, and the water introduced from the second tank is treated in the same manner as the above-mentioned water intake.

【0032】気象の変化等により池の水に藻類が大量に
発生したときは、殺藻処理を行う。例えば、次亜塩素酸
ナトリウムによって殺藻を行うと、硫酸および塩酸が生
成され残留塩素濃度が高くなり、そのままの水を池に導
出すると池の水中生物が減少してしまう。このため、以
下のように殺藻処理後に残留塩素濃度を低くする処理を
行う。まず、池の藻類および水が、水槽用導入装置16
のパイプ28から、第五槽(殺藻処理槽)15に導入す
る。第五槽15にはパイプ29から殺藻剤である次亜塩
素酸ナトリウム水溶液が添加され、底部の散気管により
曝気され混合される。この殺藻剤混合水が第五槽15内
から隔壁を越流して第二槽(殺藻用反応槽)12内に流
入する。第二槽12内では底部の散気管により曝気され
殺藻反応が進行する。第二槽12内を所定時間滞留した
水は隔壁を越流して第四槽(残留塩素除去槽)14内に
導入される。第四槽14は、残留塩素除去剤であるチオ
硫酸ナトリウム水溶液がパイプ30から添加され底部の
散気管により曝気され撹拌混合される。第四槽14で混
合された水は隔壁を越流して第一槽(残留塩素消去槽)
11内に入る。第一槽11内では、第四槽14から越流
してきた固液混合体が第三槽13側へと移動する内に残
留塩素が消去されるとともに、固体分が沈降し澄んだ水
が第三槽13に越流する。第三槽13は、池へと清浄な
水を導出する。
When a large amount of algae occurs in the water of the pond due to changes in the weather, etc., algae killing treatment is performed. For example, when algae is killed with sodium hypochlorite, sulfuric acid and hydrochloric acid are generated to increase the residual chlorine concentration, and if the raw water is led to the pond, aquatic organisms in the pond decrease. For this reason, the following treatment for reducing the residual chlorine concentration is performed after the algae killing treatment. First, the algae and water in the pond are introduced into the aquarium introducing device 16
It is introduced from the pipe 28 of No. 5 to the fifth tank (algarid treatment tank) 15. An aqueous solution of sodium hypochlorite, which is an algaecide, is added to the fifth tank 15 through a pipe 29, and is aerated and mixed by an air diffuser at the bottom. This algaecide mixed water overflows the partition wall from inside the fifth tank 15 and flows into the second tank (reaction tank for algaecide) 12. In the second tank 12, air is aerated by the diffuser at the bottom, and the algicidal reaction proceeds. The water that has stayed in the second tank 12 for a predetermined time flows over the partition wall and is introduced into the fourth tank (residual chlorine removal tank) 14. In the fourth tank 14, an aqueous solution of sodium thiosulfate, which is a residual chlorine removing agent, is added from a pipe 30 and aerated by an air diffuser at the bottom and agitated and mixed. The water mixed in the fourth tank 14 overflows the partition wall and goes to the first tank (residual chlorine elimination tank).
Enter within 11. In the first tank 11, while the solid-liquid mixture overflowing from the fourth tank 14 moves to the third tank 13 side, residual chlorine is erased, and the solid content is settled to clear water. Overflow into Santan 13. The third tank 13 draws clean water to the pond.

【0033】池内の遊覧船は、定期的に船底の塗装を行
う必要がある。遊覧船のドックとして多目的水槽5を使
用する。まず、多目的水槽5の第二槽12と池とに連通
しているパイプ40により第二槽12の水位を池の水位
と同じにし、水門41を開けて遊覧船を第二槽12に入
域させる。そして、水門41を閉めて第二槽12中の水
を、パイプ25により凝集槽3へと導出する。第二槽1
2中には架台が設けられており、第二槽12中の水の導
出に伴い水位が下がるときに架台の位置に船を乗せる。
また、塗装作業に伴い大量の排水が生じた場合は、パイ
プ25により第二槽12から凝集槽3に導出することが
できる。塗装等が終了した後、再びパイプ40により第
二槽12の水位を池の水位と同一にし、水門41を開け
て、第二槽12から船を池に移動させる。
It is necessary to paint the bottom of the excursion boat in the pond regularly. The multipurpose water tank 5 is used as a dock for a pleasure boat. First, the water level of the second tank 12 is made the same as the water level of the pond by the pipe 40 communicating with the second tank 12 of the multipurpose water tank 5 and the pond, and the water gate 41 is opened to enter the pleasure boat into the second tank 12. Let Then, the water gate 41 is closed and the water in the second tank 12 is led to the coagulation tank 3 through the pipe 25. Second tank 1
2 is provided with a gantry, and the boat is put on the gantry when the water level is lowered as the water in the second tank 12 is discharged.
Further, when a large amount of drainage is generated by the painting work, it can be led out from the second tank 12 to the coagulation tank 3 by the pipe 25. After the completion of painting and the like, the water level of the second tank 12 is made the same as the water level of the pond by the pipe 40 again, the water gate 41 is opened, and the ship is moved from the second tank 12 to the pond.

【0034】以上の様な池の水浄化システム1によれ
ば、水道水などを用いた場合に比べて水の供給のコスト
を低減することができる。また、多目的水槽5において
効果的に殺藻処理、排水処理を行うことができる。ま
た、設備の設置面積が、それぞれ別個の装置を設ける場
合に比べ、多目的水槽5を多目的に使用することによ
り、省スペースを図ることができ、また設備の構築コス
トも低減することができる。
According to the pond water purification system 1 as described above, the cost of water supply can be reduced as compared with the case of using tap water or the like. In addition, the multipurpose water tank 5 can effectively perform algae killing treatment and drainage treatment. In addition, by using the multipurpose water tank 5 for multiple purposes, the installation area of the equipment can be reduced, and the cost for constructing the equipment can be reduced, as compared with the case of providing separate devices.

【0035】また、このような池の水浄化システムにあ
っては、多目的水槽がユニットとなっているので、設置
および取り付けが容易である。
Further, in such a water purification system for a pond, since the multipurpose water tank is a unit, it can be easily installed and attached.

【0036】なお、上述の実施例では取水源を海域とし
たが、湖沼や河川を取水源としてもよい。また、本発明
のシステムの多目的水槽において、底部に溜まった汚泥
を清掃するために第一槽11の上方から放水するパイプ
を設けてもよい。
Although the water intake source is the sea area in the above-mentioned embodiment, a lake or a river may be the water intake source. Further, in the multipurpose water tank of the system of the present invention, a pipe for discharging water from above the first tank 11 may be provided to clean the sludge accumulated at the bottom.

【0037】[0037]

【発明の効果】本発明の請求項1記載の池の水浄化シス
テムによれば、海、湖沼または河川から水を汲み上げる
汲み上げ装置と、汲み上げられた水が導入され水中の懸
濁している固体を凝集させる凝集槽と、この凝集槽から
固液混合体が導入され凝集した固体を沈降させるととも
にその上澄み液を池へ導出する沈殿槽と、池の水の一部
を汲み上げ固体分を取り除き池へと戻す循環装置とから
なり、前記循環装置が池の水を導入する濾過用導入装置
と、濾過を行い濾液を池に戻す濾過装置とを具備してい
るので、水道水等の上水を用いた場合に比べて低コスト
で、かつ良好な水を供給することができる。また、循環
装置により定常的に濾過が行われているので、透明度の
高い良好な景観の池とすることができる。
According to the water purification system for a pond of claim 1 of the present invention, a pumping device for pumping water from the sea, a lake or a river, and a suspended solid in the water into which the pumped water is introduced. A flocculation tank for flocculation, a settling tank for introducing a solid-liquid mixture from this flocculation tank to settle the flocculated solids, and discharging the supernatant liquid to the pond, and a part of the water in the pond is pumped up to remove the solids, Since the circulation device is equipped with a filtration introduction device for introducing water from the pond and a filtration device for performing filtration and returning the filtrate to the pond, tap water such as tap water is used. It is possible to supply good water at low cost compared with the case where it is used. In addition, since the circulation device constantly filters the water, it is possible to obtain a pond with a good landscape and high transparency.

【0038】本発明の請求項3、4記載の池の水浄化シ
ステムによれば、濾過装置の洗浄排水ならびにヘドロの
回収および浮遊ごみの回収に伴って生じる排水を多目的
水槽に送る導出手段と、前記多目的水槽内の排水を適量
ずつ前記凝集槽へと送る導出手段とを具備しているの
で、これらの排水を処理するための特別な装置を要せ
ず、省スペースであるとともに、建設コストを低減させ
ることができる。
According to the pond water purification system of the third and fourth aspects of the present invention, there is provided a drainage means for sending the cleaning drainage of the filtration device and the drainage produced by the collection of sludge and the collection of floating dust to the multipurpose water tank. Since it has a derivation means for sending the wastewater in the multipurpose water tank to the coagulation tank in appropriate amounts, it does not require a special device for treating these wastewater, saves space, and reduces the construction cost. Can be reduced.

【0039】本発明の請求項5記載の池の水浄化システ
ムによれば、池の水を前記多目的水槽に導入する水槽用
導入装置を具備し、この多目的水槽が、池の水が導入さ
れるとともに殺藻剤が入れられる殺藻処理槽と、この殺
藻処理槽からの水が流入する殺藻用反応槽と、この殺藻
用反応槽からの水が流入し残留塩素除去剤が入れられる
残留塩素除去槽と、この残留塩素除去槽からの水が流入
し所定時間槽内を滞留した水を池に送る残留塩素消去槽
とからなるので、気象の変化等により藻類が大量に発生
した際、多目的水槽において殺藻処理および残留塩素除
去が行えるものであるので、異常に即応することがで
き、常に高い透明度の水を有する池とすることができ、
また処理するための特別な装置を要せず、省スペースで
あるとともに、建設コストを低減させることができる。
According to the fifth aspect of the present invention, there is provided a water tank introducing device for introducing pond water into the multipurpose water tank. The multipurpose water tank introduces the water from the pond. With the algaecide treatment tank, algaeicidal reaction tank into which water from this algaecide treatment tank flows in, and water from this algaecide reaction tank into which a residual chlorine removing agent is introduced It consists of a residual chlorine removal tank and a residual chlorine elimination tank into which water from the residual chlorine removal tank flows and stays in the tank for a certain period of time to the pond, so when a large amount of algae is generated due to changes in the weather, etc. Since a multipurpose water tank can perform algae killing treatment and residual chlorine removal, it can respond to abnormalities promptly and can be a pond with water of high transparency at all times.
In addition, it does not require a special device for processing, saves space, and can reduce construction costs.

【0040】本発明の請求項6記載の池の水浄化システ
ムによれば、前記多目的水槽に、船舶通行用の水門が形
成されているので、別個にドックを設ける必要がなく、
省スペース化がなされるとともに、建設コストが低減さ
れる。
According to the water purification system for a pond of claim 6 of the present invention, since the water gate for passage of a ship is formed in the multipurpose water tank, it is not necessary to separately provide a dock,
Space is saved and construction costs are reduced.

【0041】上記の様々な効果とともに、各種の用途を
多目的水槽において行うと、池の水質維持に特有な非定
常な問題を処理する設備が省スペースのものとなりま
た、設備の構築コストも低減する。これらの相乗効果に
よりさらに優れた効果を有する池の水浄化システムを提
供することができる。
In addition to the above-mentioned various effects, when various uses are carried out in a multipurpose aquarium, equipment for treating unsteady problems peculiar to maintaining the water quality of a pond becomes space-saving, and construction cost of the equipment is reduced. .. Due to these synergistic effects, it is possible to provide a water purification system for a pond having a further excellent effect.

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

【図1】本発明の池の水浄化システムの一実施例を示す
概略配管図である。
FIG. 1 is a schematic piping diagram showing an embodiment of a pond water purification system of the present invention.

【図2】図1に示した池の水浄化システムの多目的水槽
の平面図である。
2 is a plan view of a multipurpose aquarium of the pond water purification system shown in FIG. 1. FIG.

【図3】図1に示した池の水浄化システムの多目的水槽
の断面図である。
FIG. 3 is a cross-sectional view of a multipurpose water tank of the pond water purification system shown in FIG.

【符号の説明】[Explanation of symbols]

1 池の水浄化システム 2 汲み上げ装置 3 凝集槽 4 (第一の)沈殿槽 5 多目的水槽 6 循環装置 9 濾過用導入装置 10 濾過装置 16 水槽用導入装置 11 第一槽(殺藻処理槽) 12 第二槽(殺藻用反応槽) 13 第三槽(残留塩素除去槽) 14 第四槽(残留塩素消去槽) 26 第一の導出手段 25 第二の導出手段 31 第三の導出手段 41 水門 1 Water Purification System for Pond 2 Pumping Device 3 Coagulation Tank 4 (First) Settling Tank 5 Multipurpose Water Tank 6 Circulation Device 9 Filtration Introduction Device 10 Filtration Device 16 Water Tank Introduction Device 11 First Tank (Algae Treatment Tank) 12 Second tank (reaction tank for algaecide) 13 Third tank (residual chlorine removal tank) 14 Fourth tank (residual chlorine elimination tank) 26 First derivation means 25 Second derivation means 31 Third derivation means 41 Water gate

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 C02F 1/58 L 1/76 A 9045−4D E02B 3/00 7150−2D (72)発明者 樫内 孝信 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 吉ヶ江 隆広 東京都港区芝浦一丁目2番3号 清水建設 株式会社内─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification code Internal reference number FI Technical indication location C02F 1/58 L 1/76 A 9045-4D E02B 3/00 7150-2D (72) Inventor Oak Takanobu Uchi 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Takahiro Yoshigae 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 海、湖沼または河川から水を汲み上げる
汲み上げ装置と、汲み上げられた水が導入され水中の懸
濁している固体を凝集させる凝集槽と、この凝集槽から
固液混合体が導入され凝集した固体を沈降させるととも
にその上澄み液を池へ導出する沈殿槽と、池の水の一部
を汲み上げ固体分を取り除き池へと戻す循環装置とから
なり、前記循環装置が池の水を導入する濾過用導入装置
と、濾過を行い濾液を池に戻す濾過装置とを具備してな
ることを特徴とする池の水浄化システム。
1. A pumping device for pumping water from the sea, lakes or rivers, a flocculation tank for introducing the pumped water to flocculate suspended solids in the water, and a solid-liquid mixture introduced from the flocculation tank. It consists of a settling tank that settles the coagulated solids and draws out the supernatant liquid to the pond, and a circulation device that pumps a part of the water in the pond and removes the solids to return it to the pond. A water purification system for a pond, comprising: an introducing device for filtration, and a filtering device that performs filtration and returns the filtrate to the pond.
【請求項2】 海、湖沼または河川から水を汲み上げる
汲み上げ装置と、汲み上げられた水が導入され水中の懸
濁している固体を凝集させる凝集槽と、この凝集槽から
固液混合体が導入され凝集した固体を沈降させる第一の
沈殿槽と、この第一の沈殿槽の上澄み液が導入されさら
に固体を沈降させるとともにその上澄み液を池へ導出す
る多目的水槽と、池の水の一部を汲み上げ固体分を取り
除き池へと戻す循環装置とからなり、前記循環装置が池
の水を導入する導入装置と、濾過を行い濾液を池に戻す
濾過装置とを具備してなることを特徴とする池の水浄化
システム。
2. A pumping device for pumping water from the sea, lake or river, a flocculation tank for introducing the pumped water to flocculate suspended solids in the water, and a solid-liquid mixture introduced from the flocculation tank. A first settling tank for settling the aggregated solids, a multipurpose water tank for introducing the supernatant of the first settling tank to further settle the solids, and discharging the supernatant to the pond, and a part of the pond water It is characterized by comprising a circulation device for removing the pumped solids and returning it to the pond, wherein the circulation device comprises an introduction device for introducing water from the pond and a filtration device for performing filtration and returning the filtrate to the pond. Pond water purification system.
【請求項3】 請求項2記載の池の水浄化システムにお
いて、前記濾過装置の洗浄排水を多目的水槽に送る第一
の導出手段と、前記多目的水槽内の排水を適量ずつ前記
凝集槽へと送る第二の導出手段とを具備してなることを
特徴とする池の水浄化システム。
3. The water purification system for a pond according to claim 2, wherein first derivation means for sending the cleaning drainage of the filtering device to the multipurpose water tank, and an appropriate amount of wastewater in the multipurpose water tank are sent to the coagulation tank. A water purification system for a pond, comprising a second derivation means.
【請求項4】 請求項2記載の池の水浄化システムにお
いて、ヘドロの回収および浮遊ごみの回収に伴って生じ
る排水を前記多目的水槽に送る第三の導出手段と、前記
多目的水槽内の排水を適量ずつ前記凝集槽へと送る第二
の導出手段とを具備してなることを特徴とする池の水浄
化システム。
4. The water purification system for a pond according to claim 2, wherein the third discharge means for sending the wastewater generated by the collection of sludge and the collection of floating dust to the multipurpose water tank, and the wastewater in the multipurpose water tank. A water purification system for a pond, comprising: a second lead-out means for sending an appropriate amount to the coagulation tank.
【請求項5】 請求項2記載の池の水浄化システムにお
いて、池の水を前記多目的水槽に導入する水槽用導入装
置を具備し、この多目的水槽が、池の水が導入されると
ともに殺藻剤が入れられる殺藻処理槽と、この殺藻処理
槽からの水が流入する殺藻用反応槽と、この殺藻用反応
槽からの水が流入し残留塩素除去剤が入れられる残留塩
素除去槽と、この残留塩素除去槽からの水が流入し所定
時間滞留させ残留塩素を減少させた水を池に導出する残
留塩素消去槽とからなることを特徴とする池の水浄化シ
ステム。
5. The pond water purification system according to claim 2, further comprising an aquarium introducing device for introducing pond water into the multipurpose aquarium, wherein the multipurpose aquarium introduces pond water and kills algae. The algaecide treatment tank that contains the agent, the algaecide reaction tank into which the water from the algaecide treatment tank flows, and the residual chlorine removal agent into which the water from the algaecide reaction tank enters and contains the residual chlorine removal agent A water purification system for a pond, which comprises a tank and a residual chlorine elimination tank in which water from this residual chlorine removal tank flows in and stays for a predetermined time to reduce the residual chlorine to the pond.
【請求項6】 請求項2記載の池の水浄化システムにお
いて、前記多目的水槽に、船舶通行用の水門が形成され
ていることを特徴とする池の水浄化システム。
6. The water purification system for a pond according to claim 2, wherein the multipurpose water tank is provided with a water gate for passage of a ship.
JP4119278A 1992-05-12 1992-05-12 Clarifying system for water in pond Pending JPH05309207A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4119278A JPH05309207A (en) 1992-05-12 1992-05-12 Clarifying system for water in pond

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4119278A JPH05309207A (en) 1992-05-12 1992-05-12 Clarifying system for water in pond

Publications (1)

Publication Number Publication Date
JPH05309207A true JPH05309207A (en) 1993-11-22

Family

ID=14757428

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4119278A Pending JPH05309207A (en) 1992-05-12 1992-05-12 Clarifying system for water in pond

Country Status (1)

Country Link
JP (1) JPH05309207A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08229316A (en) * 1995-02-24 1996-09-10 Toyo Suigei Kk Submerged filter
WO2000018689A1 (en) * 1998-09-28 2000-04-06 Ebara Corporation Method and apparatus for disinfecting drainage
JP2006266070A (en) * 2005-02-22 2006-10-05 Takeshi Hayashi High tide flood floating building and its construction method
CN102600661A (en) * 2011-01-20 2012-07-25 苏州波塞顿节能环保工程有限公司 Submerged-type pond water filter
US11773552B2 (en) 2021-10-07 2023-10-03 Joao Carlos Gomes De Oliveira Process of implementation of artificial beach of running water for recreation

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08229316A (en) * 1995-02-24 1996-09-10 Toyo Suigei Kk Submerged filter
WO2000018689A1 (en) * 1998-09-28 2000-04-06 Ebara Corporation Method and apparatus for disinfecting drainage
US6562244B1 (en) 1998-09-28 2003-05-13 Ebara Corporation Method and apparatus for disinfecting drainage
KR100659252B1 (en) * 1998-09-28 2006-12-18 가부시키가이샤 에바라 세이사꾸쇼 Method and apparatus for disinfecting drainage
JP2006266070A (en) * 2005-02-22 2006-10-05 Takeshi Hayashi High tide flood floating building and its construction method
CN102600661A (en) * 2011-01-20 2012-07-25 苏州波塞顿节能环保工程有限公司 Submerged-type pond water filter
US11773552B2 (en) 2021-10-07 2023-10-03 Joao Carlos Gomes De Oliveira Process of implementation of artificial beach of running water for recreation

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