JPH07251197A - Method for preventing propagation of suspended algae of inlet water basin - Google Patents

Method for preventing propagation of suspended algae of inlet water basin

Info

Publication number
JPH07251197A
JPH07251197A JP4594594A JP4594594A JPH07251197A JP H07251197 A JPH07251197 A JP H07251197A JP 4594594 A JP4594594 A JP 4594594A JP 4594594 A JP4594594 A JP 4594594A JP H07251197 A JPH07251197 A JP H07251197A
Authority
JP
Japan
Prior art keywords
water
inlet
water area
main
mass
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.)
Granted
Application number
JP4594594A
Other languages
Japanese (ja)
Other versions
JP2590426B2 (en
Inventor
Makoto Kuno
誠 久納
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.)
Minister for Public Works for State of New South Wales
National Research and Development Agency Public Works Research Institute
Original Assignee
Minister for Public Works for State of New South Wales
Public Works Research Institute Ministry of Construction
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 Minister for Public Works for State of New South Wales, Public Works Research Institute Ministry of Construction filed Critical Minister for Public Works for State of New South Wales
Priority to JP4594594A priority Critical patent/JP2590426B2/en
Publication of JPH07251197A publication Critical patent/JPH07251197A/en
Application granted granted Critical
Publication of JP2590426B2 publication Critical patent/JP2590426B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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 increase an influential range by circulation of water and to improve the efficiency of preventing propagation of suspended algae by installing an air diffusing member between the inlet water basin and main water basin of a lake or pond and exchanging the water mass in the inlet water basin with the water mass in the main water basin by the air diffused from the air diffusing member. CONSTITUTION:The air diffusing member 4 is installed at the bottom between the inlet water basin 2 and main water basin 3 of the lake or pond 1 to exchange the inlet water mass 6 of the inlet water basin 2 with the main water mass 7 of the main water basin 3 by the air diffused from the air diffusing member 4. The air is diffused between the inlet water mass 6 deteriorated in water quality and the main water mass 7 having good water quality fed from the air diffusing member 4 installed at the bottom of the lake or pond 1 to generate a first circulating flow 20 and second circulating flows 21, 22 respectively on the inlet water basin 2 side and the main water basin 3 side. The surface water 23 of the inlet water basin 2 is attracted by the second circulating flow 21 a the surface layer water 24 and lower layer water 25 of the main water basin 3 are attracted by the second circulating flow 22, by which both water are mixed in the first circulating flow 20. The mixed water 26 spreads successively in the form of the middle layer flow of the second circulating flow 21, 22. The inlet water mass 6 and the main water mass 7 are thus mixed and exchanged and the abnormal propagation of the algae is prevented.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、湖沼の入江水域に浮
遊藻類が異常増殖するのを防止する浮遊藻類の増殖防止
方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for preventing the growth of floating algae that prevents abnormal growth of floating algae in the inlet waters of lakes and marshes.

【0002】[0002]

【従来の技術】湖沼の入江水域は、親水活動の拠点とな
るものであるため景観が良くなければならないが、主水
域に比べて水が滞留し易く、河川から流入する栄養塩類
の供給量が多量になると、浮遊藻類の異常増殖を発生し
て水質汚染を引き起こし易いという問題がある。そこで
このような問題を解消するために、従来は(1)浅い水域
において全層曝気によって水を循環させる方法や、(2)
水中に連続して配置した複数のポンプによって水を循環
させる等の方法が行われている。
2. Description of the Related Art The inlet waters of lakes and marshes have to have good scenery because they are the bases for hydrophilic activities, but they tend to retain water more easily than the main waters, and the amount of nutrients flowing in from rivers can be reduced. When the amount is large, there is a problem that abnormal growth of floating algae occurs and water pollution is likely to occur. Therefore, in order to solve such problems, conventionally, (1) a method of circulating water by full-layer aeration in a shallow water area, or (2)
A method of circulating water by a plurality of pumps continuously arranged in water is used.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、(1)の
方法は、水深が浅くて密度流が生じないため、水の循環
による影響範囲が小さくて浮遊藻類の増殖防止効率が悪
く、また(2)の方法は、ポンプによって連続的な水の循
環流を発生させるということから、費用が著しく高額に
なるというような問題がある。
However, in the method of (1), since the depth of water is shallow and no density flow occurs, the range of influence of water circulation is small, and the efficiency of preventing the growth of floating algae is poor. The method (1) has a problem that the cost is remarkably high because a continuous circulating flow of water is generated by a pump.

【0004】そこでこの発明の目的は、前記のような従
来の浮遊藻類の増殖防止方法のもつ問題を解消し、密度
流が生じて水の循環による影響範囲が大きくて浮遊藻類
の増殖防止効率が良く、また費用が著しく安価な浮遊藻
類の増殖防止方法を提供するにある。
Therefore, an object of the present invention is to solve the problems of the conventional methods for preventing the growth of floating algae as described above, and to generate a density flow, which has a large influence range due to the circulation of water, and thus has an efficiency of preventing the growth of floating algae. It is an object of the present invention to provide a method for preventing the growth of floating algae that is good and at a significantly low cost.

【0005】[0005]

【課題を解決するための手段】この発明は、前記のよう
な目的を達成するために、請求項1の発明は、湖沼の入
江水域と主水域との中間に散気部材を設置して、この散
気部材からの散気によって、入江水域の水塊と主水域の
水塊とを交換させることを特徴とするものである。請求
項2の発明は、請求項1の発明において、主水域と散気
部材との間において、入江水域の水塊と主水域の水塊と
の境界部付近の上部にフェンスを設けて、入江水域の表
層水と主水域の下層水とを混合することを特徴とするも
のである。請求項3の発明は、請求項1又は2の発明に
おいて、入江水域と主水域とに水質自動測定装置を設置
するとともに、地上に散気制御装置を設置し、水質自動
測定装置によって測定された水質情報を散気制御装置に
入力し、この水質情報に基づいて散気制御装置が散気部
材による散気作動を制御することを特徴とするものであ
る。
In order to achieve the above-mentioned object, the present invention provides a diffuser member between the inlet water area and the main water area of a lake. It is characterized in that the water mass in the inlet water area and the water mass in the main water area are exchanged by the air diffusion from the air diffusion member. According to the invention of claim 2, in the invention of claim 1, between the main water area and the diffuser member, a fence is provided in the upper part near the boundary between the water mass of the inlet water area and the water mass of the main water area. It is characterized by mixing surface water in the water area and lower water in the main water area. According to the invention of claim 3, in the invention of claim 1 or 2, the automatic water quality measuring device is installed in the inlet water area and the main water area, and the air diffusion control device is installed on the ground, and the water quality automatic measuring device is used for measurement. It is characterized in that water quality information is input to the air diffusion control device, and the air diffusion control device controls the air diffusion operation by the air diffusion member based on this water quality information.

【0006】[0006]

【作用】前記のような請求項1の発明は、湖沼の底部に
設けた散気部材から水質の悪化した入江水塊と水質の良
好な主水塊との間に散気し、その気泡によって発生する
循環流によって入江水域の表層水と、主水域の表層水と
下層水とが引き寄せられて混合された後、この混合水は
循環流の中層流となって、入江水域と主水域とにそれぞ
れ広がって行き、これによって水質の悪化した入江水塊
と水質の良好な主水塊が混合、交換される。また請求項
2の発明は、入江水域と主水域との境界部付近の上部に
設けたフェンスにより、散気部材による散気が行われて
いる場合、請求項1の発明によって生ずる循環流の主水
域の表層水の還流がフェンスによって阻止され、循環流
に引き寄せられるのは、入江水域の表層水と主水域の下
層水だけとなって、希釈したい入江水域の表層水は、主
水域の下層水と効率よく混合される。さらに請求項3の
発明は、入江水域の水質自動測定装置が浮遊藻類の異常
増殖を感知すると、この増殖情報が散気制御装置に入力
され、この入力情報に基づいて散気制御装置から出力さ
れる管理情報によって、散気部材から入江水塊と主水塊
との間に散気して循環流が発生し、この循環流によって
入江水域の表層水及び主水域の表層水と下層水とが引き
寄せられて循環流内で混合され、このようにして水質自
動測定装置が入江水域の入江水塊の水質が改善されたこ
とを検知したら、その情報が散気制御装置に入力されて
散気部材の散気が停止される。
In the invention of claim 1 as described above, air is diffused from the diffusing member provided at the bottom of the lake to between the inlet water mass with poor water quality and the main water mass with good water quality The generated circulating flow draws the surface water of the Irie water area, the surface water of the main water area and the lower layer water, and mixes them, and then the mixed water becomes a middle layer flow of the circulation flow, and becomes the inlet water area and the main water area. Each of them spreads, whereby the inlet water mass with poor water quality and the main water mass with good water quality are mixed and exchanged. In the invention of claim 2, when the air is diffused by the diffusing member by the fence provided in the upper part near the boundary between the inlet water area and the main water area, the main circulation flow is generated by the invention of claim 1. The surface water in the water area is blocked by the fence, and only the surface water in the inlet water area and the lower surface water in the main water area are attracted to the circulation flow.The surface water in the inlet water area to be diluted is the lower surface water in the main water area. Efficiently mixed with. Further, in the invention of claim 3, when the automatic water quality measuring device in the inlet water region detects abnormal growth of floating algae, this growth information is input to the aeration control device and is output from the aeration control device based on this input information. Depending on the management information, the air diffuser diffuses air between the inlet water mass and the main water mass to generate a circulation flow, and this circulation flow causes surface water in the inlet water area and surface water in the main water area and lower water When the automatic water quality measurement device detects that the water quality of the inlet water mass in the inlet water area has been improved, the information is input to the air diffusion control device and the air diffusion member The aeration is stopped.

【0007】[0007]

【実施例】図1,2に示すこの発明の第1実施例におい
て、ダム湖を含む湖沼1の入江水域2と主水域3との中
間の底部に散気部材4を設置して、この散気部材4から
の散気によって、入江水域2の入江水塊6と主水域3の
主水塊7とを交換させるものである。8,9は地上に設
置された散気制御装置及び散気部材4への給気源であ
り、11,12はを入江水域2と主水域3とに設置された第
1,2水質自動測定装置をそれぞれ示す。そして第1,
2水質自動測定装置11,12からは入江水塊6と主水塊7
との水質情報が鎖線に示す第1,2ライン13,14によっ
て、継続的に散気制御装置8に入力され、この入力情報
に基づいて散気制御装置8から出力される管理情報が点
線に示す第3ライン16によって、給気源9に入力してそ
の作動を制御するようになっており、17,18は第1,2
水質自動測定装置11,12の異なる高さの水層の水質観測
センサを示す。
In the first embodiment of the present invention shown in FIGS. 1 and 2, an aeration member 4 is installed at the bottom of the lake 1 including the dam lake, between the inlet water area 2 and the main water area 3, and By the air diffusion from the air member 4, the inlet water mass 6 in the inlet water area 2 and the main water mass 7 in the main water area 3 are exchanged. 8 and 9 are air supply control devices installed on the ground and air supply sources to the air diffusing member 4, and 11 and 12 are installed in the inlet water area 2 and the main water area 3 to automatically measure the first and second water quality. Each device is shown. And the first
2 Inlet water mass 6 and main water mass 7 from automatic water quality measuring devices 11 and 12
Water quality information is continuously input to the air diffusion control device 8 by the first and second lines 13 and 14 indicated by chain lines, and the management information output from the air diffusion control device 8 based on this input information is indicated by the dotted line. By the third line 16 shown, the air is supplied to the air supply source 9 to control its operation.
The water quality observation sensors of the water layers of different heights of the automatic water quality measuring devices 11 and 12 are shown.

【0008】前記のようなものにおいて、湖沼1の底部
に設けた散気部材4から水質の悪化した入江水塊6と水
質の良好な主水塊7との間に散気し、その気泡によって
第1循環流20と入江水域側及び主水域側にそれぞれ第2
循環流21,22とが発生する。そして第2循環流21によっ
て入江水域2の表層水23が、また第2循環流22によって
主水域3の表層水24と下層水25とが引き寄せられて第1
循環流20内で混合された後、この混合水26は第2循環流
21,22の中層流となって、入江水域2と主水域3とにそ
れぞれ広がって行き、これによって水質の悪化した入江
水塊6と水質の良好な主水塊7とが混合、交換されて藻
類の異常増殖が防止される。
In the above-mentioned structure, air is diffused from the diffusing member 4 provided at the bottom of the lake 1 between the inlet water mass 6 with poor water quality and the main water mass 7 with good water quality, and bubbles are generated by the air bubbles. The first circulation 20 and the second on the inlet side and the main side
Circulating flows 21 and 22 are generated. The second circulation flow 21 draws the surface water 23 of the inlet water area 2, and the second circulation flow 22 draws the surface water 24 and the lower water 25 of the main water area 3 to draw the first water.
After being mixed in the circulating stream 20, this mixed water 26 is the second circulating stream.
It becomes a midstream flow of 21 and 22 and spreads to the inlet water area 2 and the main water area 3, respectively, and as a result, the inlet water mass 6 with deteriorated water quality and the main water mass 7 with good water quality are mixed and exchanged. Abnormal growth of algae is prevented.

【0009】また前記のようなものにおいて、入江水域
2の第1水質自動測定装置11が浮遊藻類の異常増殖を感
知すると、この増殖情報が第1ライン13によって散気制
御装置8に入力され、この入力情報に基づいて散気制御
装置8から出力される管理情報が、第3ライン16によっ
て給気源9に入力されて、前記のように散気部材4から
入江水塊6と主水塊7との間に散気して第1,2循環流
20,21,22が発生し、第2循環流21によって入江水域2
の表層水23が、また第2循環流22によって主水域3の表
層水24と下層水25とが引き寄せられて第1循環流20内で
混合され、このようにして第1水質自動測定装置11が入
江水域2の入江水塊6の水質が改善されたことを検知し
たら、その情報が散気制御装置8に入力されて給気源9
からの散気部材4への給気を停止する。
Further, in the above-mentioned one, when the first automatic water quality measuring device 11 in the inlet water area 2 senses an abnormal growth of floating algae, this growth information is inputted to the aeration control device 8 by the first line 13, The management information output from the air diffusion control device 8 based on this input information is input to the air supply source 9 by the third line 16 and, as described above, the inlet water mass 6 and the main water mass from the air diffusion member 4. Aeration between 7 and 1st and 2nd circulation flow
20, 21, 22 occur, and the second circulation flow 21 causes the inlet 2
Surface water 23 of the main water area 3 and the lower surface water 25 of the main water area 3 are attracted by the second circulation flow 22 and mixed in the first circulation flow 20. In this way, the first automatic water quality measuring device 11 When it detects that the water quality of the inlet water mass 6 in the inlet water area 2 has been improved, the information is input to the aeration control device 8 and the air supply source 9
The air supply to the air diffusing member 4 from is stopped.

【0010】図3は前記のような装置によって九州の耶
馬渓ダムで長さが約300mの入江で、散気部材4に空気
の吐出量が500l/minのコンプレッサからなる給気源9で
給気した実験結果を示し、この装置の稼動後の入江水域
の表層の各クロロフィル濃度の経時変化を表わしてい
る。この図面においてクロロフィルa,b,cは色素に
よるクロロフィルの種類、Tはその総量を示し、それら
の下欄はそれらの濃度の経時変化を表わし、二重丸はこ
の実験において最も効果が表れているデータをそれぞれ
示す。この図面で例えばクロロフィル濃度Tをみると、
装置の作動直前には6.5μg/lであったのが、4時間後に
はその半分程度の3.2μg/lに低下しているが、その後は
これよりもやや高い濃度になっており、これは実験開始
4時間後のクロロフィル濃度は、この装置によって生じ
た第2循環流21によって入江水域の表層の浮遊性藻類が
引き寄せられて濃度が低下したことを表している。そし
てその後のクロロフィル濃度の上昇は、入江水域の撹拌
が進捗したため一度深層に押し込められた浮遊性藻類が
再度表層に回帰したり、入江水域の浮遊性藻類の濃度が
水深方向に均一になった結果であるということができ、
これらのことから入江水域の大きさにもよるが、この装
置によれば数時間のレベルで入江水域の藻類の高密度状
態を解消することがでることがわかる。
FIG. 3 is a view of the Yabakei Dam in Kyushu using the above-mentioned device, which is an inlet with a length of about 300 m and the air diffuser 4 is supplied with an air supply source 9 consisting of a compressor with an air discharge rate of 500 l / min. The experimental results are shown, showing the changes with time of each chlorophyll concentration in the surface layer of the inlet water area after the operation of this device. In this figure, chlorophyll a, b, and c are the types of chlorophyll due to the pigment, T is the total amount thereof, the lower column of them is the change over time in their concentrations, and the double circles are the most effective in this experiment. The data are shown respectively. Looking at the chlorophyll concentration T in this drawing, for example,
The concentration was 6.5 μg / l just before the operation of the device, but after 4 hours it decreased to about half of that, 3.2 μg / l, but after that the concentration was slightly higher than this, which is The chlorophyll concentration 4 hours after the start of the experiment shows that the second circulating flow 21 generated by this device attracted floating algae in the surface layer of the inlet water area and lowered the concentration. The subsequent increase in chlorophyll concentration was the result of the floating algae once pushed into the deep layer returning to the surface layer as the agitation in the inlet water area progressed, and the concentration of floating algae in the inlet water area becoming uniform in the depth direction. Can be said to be
From these facts, it can be seen that, depending on the size of the inlet water area, this device can eliminate the high density of algae in the inlet water area at the level of several hours.

【0011】図4〜6に示すこの発明の第2実施例は、
第1実施例と同様の部分があるので、このような部分に
は同一の符号を付して説明を省略し、主として異なる部
分について説明する。この実施例は、入江水域2と主水
域3との境界部付近の第2循環流22の中の散気部材4か
ら40m程度離れた個所に、フェンス30を設けてあり、こ
のフェンス30は図6に示すようになっていて、下面にフ
ロート31が取付けられている枠体32を有し、この枠体32
からシート状のフェンス本体33が垂設され、その下端に
アンカ34が取付けられたものとなっている。このように
なっていることにより、散気部材4による散気が行われ
ている場合、第1実施例に生ずる第2循環流22の主水域
3の表層水24の還流がフェンス30によって阻止され、第
1循環流20に引き寄せられるのは、入江水域2の第2循
環流21の表層水23と主水域3の下層水25だけとなる。こ
のため希釈したい入江水域2の表層水23は、第1循環流
20を経由した主水域3の下層水25と効率よく混合される
こととなる。なおフェンス本体33はビニールシートが好
適であるが、紫外線によって劣化しないものであれば他
のものであってもよい。
The second embodiment of the present invention shown in FIGS.
Since there are the same parts as those in the first embodiment, such parts are designated by the same reference numerals and the description thereof will be omitted, and different parts will be mainly described. In this embodiment, a fence 30 is provided near the boundary between the inlet water area 2 and the main water area 3 at a position about 40 m away from the diffuser member 4 in the second circulation flow 22. 6 has a frame body 32 on the bottom surface of which the float 31 is attached.
A sheet-shaped fence main body 33 is hung from the bottom, and an anchor 34 is attached to the lower end of the fence main body 33. With this configuration, when air is diffused by the air diffuser 4, the fence 30 blocks the recirculation of the surface water 24 in the main water area 3 of the second circulation flow 22 that occurs in the first embodiment. Only the surface water 23 of the second circulation flow 21 of the inlet water area 2 and the lower layer water 25 of the main water area 3 are attracted to the first circulation flow 20. Therefore, the surface water 23 of the inlet water area 2 to be diluted is the first circulation flow.
It will be efficiently mixed with the lower layer water 25 of the main water area 3 via 20. The fence main body 33 is preferably a vinyl sheet, but may be another one as long as it is not deteriorated by ultraviolet rays.

【0012】[0012]

【発明の効果】この発明は前記のようであって、請求項
1の発明は、湖沼の入江水域と主水域との中間に散気部
材を設置して、この散気部材からの散気によって、入江
水域の水塊と主水域の水塊とを交換させるので、密度流
が生じて水の循環による影響範囲が大きくて浮遊藻類の
増殖防止効率が良く、また費用が著しく安価であるとい
う効果がある。請求項2の発明は、請求項1の発明にお
いて、主水域と散気部材との間において、入江水域の水
塊と主水域の水塊との境界部付近の上部にフェンスを設
けて、入江水域の表層水と主水域の下層水とを混合する
ので、希釈したい入江水域の表層水と主水域の下層水と
の混合が効率よく行われるという効果がある。請求項3
の発明は、請求項1又は2の発明において、入江水域と
主水域とに水質自動測定装置を設置するとともに、地上
に散気制御装置を設置し、水質自動測定装置によって測
定された水質情報を散気制御装置に入力し、この水質情
報に基づいて散気制御装置が散気部材による散気量を制
御するので、人手による散気部材の操作を必要とせず、
常時自動的に必要の量の空気を予定の位置に散気して、
確実にしかも効率よく浮遊藻類の増殖を防止することが
できるという効果がある。
The present invention is as described above. According to the invention of claim 1, an air diffuser is installed in the middle of the inlet water area and the main water area of the lake, and the air is diffused from the air diffuser member. Since the water mass in the inlet water area and the water mass in the main water area are exchanged, the effect of density flow is large and the influence range of the water circulation is large, the growth algae growth prevention efficiency is good, and the cost is significantly cheap. There is. According to the invention of claim 2, in the invention of claim 1, between the main water area and the diffuser member, a fence is provided in the upper part near the boundary between the water mass of the inlet water area and the water mass of the main water area. Since the surface water of the water area and the lower water of the main water area are mixed, there is an effect that the surface water of the inlet water area to be diluted and the lower water of the main water area are efficiently mixed. Claim 3
In the invention of claim 1 or 2, the automatic water quality measuring device is installed in the inlet water area and the main water area, and the air diffusion control device is installed on the ground to display the water quality information measured by the automatic water quality measuring device. Input to the air diffusion control device, the air diffusion control device controls the air diffusion amount by the air diffusion member based on this water quality information, so that it is not necessary to manually operate the air diffusion member,
Disperses the required amount of air to the planned position automatically all the time,
There is an effect that it is possible to reliably and efficiently prevent the growth of floating algae.

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

【図1】この発明の第1実施例の平面図である。FIG. 1 is a plan view of a first embodiment of the present invention.

【図2】同上の縦断正面図である。FIG. 2 is a vertical sectional front view of the same.

【図3】同上による実験結果を示す図面である。FIG. 3 is a drawing showing the result of an experiment according to the above.

【図4】同第2実施例の平面図である。FIG. 4 is a plan view of the second embodiment.

【図5】同上の縦断正面図である。FIG. 5 is a vertical sectional front view of the same.

【図6】同上のフェンスの斜面図である。FIG. 6 is a perspective view of the above fence.

【符号の説明】[Explanation of symbols]

1 湖沼 2 入江水域 3 主水域 4 散気部材 6 入江水塊 7 主水塊 8 散気制御装置 9 給気源 11 第1水質自動測定装置 12 第2水質自動測定装置 20 第1循環流 21 第2循環流 22 第2循環流 23 入江水域の表層水 24 主水域の表層水 25 主水域の下層水 30 フェンス 1 Lake 2 Inlet water area 3 Main water area 4 Aeration member 6 Inlet water mass 7 Main water mass 8 Aeration control device 9 Air supply source 11 1st water quality automatic measurement device 12 2nd water quality automatic measurement device 20 1st circulation flow 21st 2 Circulating flow 22 Second circulating flow 23 Surface water in the inlet water area 24 Surface water in the main water area 25 Lower water in the main water area 30 Fence

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 湖沼の入江水域と主水域との中間に散気
部材を設置して、この散気部材からの散気によって、入
江水域の水塊と主水域の水塊とを交換させることを特徴
とする入江水域の浮遊藻類の増殖防止方法。
1. A diffusing member is installed between the inlet water area and the main water area of a lake, and the water mass of the inlet water area and the water mass of the main water area are exchanged by the air diffusion from this diffusing member. And a method for preventing the growth of floating algae in an inlet water area.
【請求項2】 主水域と散気部材との間において、入江
水域の水塊と主水域の水塊との境界部付近の上部にフェ
ンスを設けて、入江水域の表層水と主水域の下層水とを
混合することを特徴とする請求項1の入江水域の浮遊藻
類の増殖防止方法。
2. A fence is provided between the main water area and the aeration member near the boundary between the water mass of the inlet water area and the water mass of the main water area, and the surface water of the inlet water area and the lower layer of the main water area are provided. The method for preventing the growth of floating algae in an inlet water area according to claim 1, wherein the method is mixed with water.
【請求項3】 入江水域と主水域とに水質自動測定装置
を設置するとともに、地上に散気制御装置を設置し、水
質自動測定装置によって測定された水質情報を散気制御
装置に入力し、この水質情報に基づいて散気制御装置が
散気部材による散気作動を制御することを特徴とする請
求項1又は2の入江水域の浮遊藻類の増殖防止方法。
3. An automatic water quality measuring device is installed in an inlet water area and a main water area, an air diffusion control device is installed on the ground, and water quality information measured by the automatic water quality measurement device is input to the air diffusion control device, The method for preventing proliferation of floating algae in an inlet water area according to claim 1 or 2, wherein the air diffusion control device controls the air diffusion operation by the air diffusion member based on the water quality information.
JP4594594A 1994-03-16 1994-03-16 How to Prevent the Growth of Floating Algae in Irie Waters Expired - Lifetime JP2590426B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4594594A JP2590426B2 (en) 1994-03-16 1994-03-16 How to Prevent the Growth of Floating Algae in Irie Waters

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4594594A JP2590426B2 (en) 1994-03-16 1994-03-16 How to Prevent the Growth of Floating Algae in Irie Waters

Publications (2)

Publication Number Publication Date
JPH07251197A true JPH07251197A (en) 1995-10-03
JP2590426B2 JP2590426B2 (en) 1997-03-12

Family

ID=12733421

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4594594A Expired - Lifetime JP2590426B2 (en) 1994-03-16 1994-03-16 How to Prevent the Growth of Floating Algae in Irie Waters

Country Status (1)

Country Link
JP (1) JP2590426B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102385537B1 (en) * 2021-12-01 2022-04-14 주식회사 건일 Monitoring and Puring System for A Water Quality of The Harbor

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60216898A (en) * 1984-04-13 1985-10-30 Nippon Kokan Kk <Nkk> Apparatus for purifying water in closed water basin
JPH0356199A (en) * 1989-07-21 1991-03-11 Taisei Corp Improving method for water quality
JPH04210298A (en) * 1990-12-13 1992-07-31 Robert Lewis Lane Method for purifying lake and the like

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60216898A (en) * 1984-04-13 1985-10-30 Nippon Kokan Kk <Nkk> Apparatus for purifying water in closed water basin
JPH0356199A (en) * 1989-07-21 1991-03-11 Taisei Corp Improving method for water quality
JPH04210298A (en) * 1990-12-13 1992-07-31 Robert Lewis Lane Method for purifying lake and the like

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102385537B1 (en) * 2021-12-01 2022-04-14 주식회사 건일 Monitoring and Puring System for A Water Quality of The Harbor

Also Published As

Publication number Publication date
JP2590426B2 (en) 1997-03-12

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