JPH04326987A - Water treatment apparatus for preventing growth of algae in landscape basin - Google Patents

Water treatment apparatus for preventing growth of algae in landscape basin

Info

Publication number
JPH04326987A
JPH04326987A JP3097420A JP9742091A JPH04326987A JP H04326987 A JPH04326987 A JP H04326987A JP 3097420 A JP3097420 A JP 3097420A JP 9742091 A JP9742091 A JP 9742091A JP H04326987 A JPH04326987 A JP H04326987A
Authority
JP
Japan
Prior art keywords
water
ozone
iron
algae
treated
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
JP3097420A
Other languages
Japanese (ja)
Other versions
JP3011477B2 (en
Inventor
Koji Tanaka
孝二 田中
Yasuo Egashira
江頭 泰夫
Kenji Taguchi
健二 田口
Katsuhiro Ishikawa
石川 勝廣
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.)
Toshiba Corp
Original Assignee
Toshiba 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 Toshiba Corp filed Critical Toshiba Corp
Priority to JP3097420A priority Critical patent/JP3011477B2/en
Publication of JPH04326987A publication Critical patent/JPH04326987A/en
Application granted granted Critical
Publication of JP3011477B2 publication Critical patent/JP3011477B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To prevent the formation of algae in a landscape basin by mounting an iron column provided on the outlet side of an ozone reaction tank in series and catching phosphorus in refluxed water as insoluble iron phosphate by iron hydroxide formed by bringing the residual ion in refluxed water into contact with metal iron. CONSTITUTION:Water 2 to be treated is introduced into the upper part of an ozone reaction tank 4 from a landscape basin 1 by a water pump 3. Air raised in its pressure by a blower 5 is sent to an ozone generator 6 and dehumidified/dried by a dehumidifier while the dried air enters a discharge tube to generate ozone to be taken out as ozonized air 7 and air bubbles are introduced into the ozone reaction tank 4 through a diffuser 8. In this tank 4, the ozone gas diffused from the lower part of the tank 4 comes into contact with the water to be treated flowing in the tank 4 from above to perform the killing of algae, discoloration and deodorizing. After reaction, the water to be treated is sent to an iron column 10 as ozone treated water 9 and, in the iron column, a metal iron material 11, dissolved ozone and ferric hydroxide catch phosphorus in water as iron phosphate to lower the concn. of phosphorus and treated water 12 is returned to the original landscape basin 1.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】[発明の目的][Object of the invention]

【0002】0002

【産業上の利用分野】本発明は、ゴルフ場などにおける
修景池の藻生成を防ぐことによって池水の緑色化や変色
をなくすと共に透明度を保持し、修景池としての景観を
維持する修景池の藻生成防止水処理装置に関するもので
ある。
[Industrial Application Field] The present invention prevents the formation of algae in landscaped ponds at golf courses, etc., thereby eliminating greening and discoloration of the pond water, maintaining transparency, and maintaining the landscape of landscaped ponds. This invention relates to a water treatment device for preventing algae formation in ponds.

【0003】0003

【従来の技術】ゴルフ場などにおける修景池は、生活排
水や肥料の流出によって富栄養化され、特に水温が上昇
する夏期においては藻の生成が著しく、池水の緑色化や
不透明化が進行し、修景池としての景観が損われるとい
う問題がある。
[Prior Art] Scenic ponds at golf courses and the like become eutrophic due to the runoff of domestic wastewater and fertilizers, and especially in the summer when the water temperature rises, algae grow significantly, causing the pond water to turn green and become opaque. , there is a problem that the scenery as a scenic pond is damaged.

【0004】一般に、池水の藻生成を防止する方法とし
て、(1)殺藻効果のある化学薬剤を池へ添加する方法
、及び(2)池水を紫外線やオゾンなどで循環殺藻処理
する方法がある。
[0004] In general, methods for preventing algae formation in pond water include (1) adding a chemical agent with an algaecide effect to the pond, and (2) cyclical algaecide treatment of pond water using ultraviolet rays, ozone, etc. be.

【0005】上記(1)の方法では化学薬剤とし、銅イ
オン(硫酸銅をCu2+で 0.1〜 0.5ppm添
加)、あるいは塩素(次亜塩素酸ナトリウムを有効塩素
量で 0.5〜3ppm)が用いられる。(2)の方法
では処理による殺藻効果は十分であるが、化学薬剤のよ
うな持続的な効果がないので池水の連続循環処理を行う
必要がある。
In method (1) above, chemical agents are used, such as copper ions (copper sulfate added with Cu2+ at an amount of 0.1 to 0.5 ppm) or chlorine (sodium hypochlorite added with an effective chlorine amount of 0.5 to 3 ppm). ) is used. Method (2) has a sufficient algaecidal effect, but it does not have the same lasting effect as chemical agents, so it is necessary to continuously circulate the pond water.

【0006】[0006]

【発明が解決しようとする課題】上述のように、(1)
の化学薬剤添加による殺藻・藻生成防止では、化学薬剤
として硫酸銅あるいは次亜塩素酸ナトリウムが用いられ
るが、これらは劇毒物であり、事故などによって池に大
量に混入することがないよう管理上の十分な注意が必要
であり、特に鯉や鮒など魚類への影響が大きく、また広
域環境汚染の危惧から地域住民の不信感を招くという問
題がある。
[Problem to be solved by the invention] As mentioned above, (1)
Copper sulfate or sodium hypochlorite are used to kill algae and prevent algae formation by adding chemical agents, but these are highly toxic substances and must be managed to prevent them from entering the pond in large quantities due to accidents. This requires careful attention, as it has a particularly large impact on fish species such as carp and carp, and there is also the problem of causing mistrust among local residents due to concerns about wide-area environmental pollution.

【0007】また(2)の紫外線やオゾンによる循環殺
藻処理では、紫外線照射やオゾン処理は殺藻に優れた効
果をもっているが、化学薬剤のような持続的な効果がな
いので、処理流量が修景池容量に対して小さいと池水の
藻増殖を抑えることができない。
In addition, in (2) cyclical algaecide treatment using ultraviolet rays and ozone, although ultraviolet irradiation and ozone treatment have excellent algaecidal effects, they do not have the sustained effect of chemical agents, so the treatment flow rate is low. If the capacity of the scenic pond is too small, it will not be possible to suppress the growth of algae in the pond water.

【0008】特に、夏は藻の増殖速度が大きく、処理循
環率として1日に池水全量を2〜4回処理する、2〜4
ターン/日以上が必要であり、修景池の容量を10,0
00m3 、循環率を3ターン/日とすると処理流量は
、3×10,000m3 /日すなわち、 1,250
m3 /hとなり、大規模な処理設備が必要となる。
[0008] Particularly in summer, the growth rate of algae is high, and the treatment circulation rate is 2 to 4 times per day.
More than one turn/day is required, and the capacity of the scenic pond is 10.0
00m3 and the circulation rate is 3 turns/day, the treatment flow rate is 3 x 10,000m3/day, or 1,250
m3/h, requiring large-scale processing equipment.

【0009】本発明は上記の問題を考慮してなされたも
ので、環境汚染や魚類への障害を招く恐れのある化学薬
材添加ではなく、環境にやさしい紫外線やオゾンによる
循環処理を低循環率で効果的に利用することによって、
修景池の藻の生成を防止する高性能で低コストの水処理
装置を提供することを目的としている。 [発明の構成]
The present invention was made in consideration of the above problems, and instead of adding chemicals that may cause environmental pollution or harm to fish, it uses environmentally friendly ultraviolet rays and ozone for recycling treatment at a low circulation rate. By effectively utilizing
The purpose is to provide a high-performance, low-cost water treatment device that prevents the formation of algae in scenic ponds. [Structure of the invention]

【0010】0010

【課題を解決するための手段及び作用】修景池の循環処
理には殺藻効果に優れ、かつ脱色、脱臭効果も期待でき
るオゾン処理が最適であるがオゾン処理は化学薬剤のよ
うな持続効果がないので、オゾン処理のみで藻生成を防
止するには藻の増殖速度を超える十分な処理循環率(2
〜4ターン/日)が必要である。オゾン処理のコストは
処理流量にほぼ比例するので、例えば処理循環率2〜4
ターン/日を1/3ターン/日に減少すればコストは1
/6〜1/12になるが、藻の生成を防止するには不十
分である。
[Means and actions for solving the problem] Ozone treatment is optimal for the circulation treatment of landscape ponds because it has an excellent algaecidal effect and can also be expected to have decolorizing and deodorizing effects, but ozone treatment has a long-lasting effect like that of chemical agents. Therefore, in order to prevent algae formation with ozone treatment alone, a sufficient treatment circulation rate (2
~4 turns/day). The cost of ozone treatment is approximately proportional to the treatment flow rate, so for example, the treatment circulation rate is 2 to 4.
If turn/day is reduced by 1/3 turn/day, the cost is 1
/6 to 1/12, but it is not sufficient to prevent the generation of algae.

【0011】発明者らは、低流量処理においても藻生成
を防止できる手段について検討した結果、藻生育の必須
成分である溶存リン(P)に着目しオゾン処理と同時に
リンを重点除去することによって低流量のオゾン処理で
も十分に藻生成を防止できることが分った。
[0011] As a result of studying methods to prevent algae formation even in low flow rate treatment, the inventors focused on dissolved phosphorus (P), which is an essential component for algae growth, and by intensively removing phosphorus at the same time as ozone treatment. It was found that even low-flow ozone treatment was sufficient to prevent algae formation.

【0012】藻の増殖生育には、リン、窒素、BOD(
生物化学的酸素要求量)などが必須成分となっており、
これら成分濃度に対する藻増殖を確認した。先ず、純水
へリン(Na2 HPO4 ・12H2 Oを添加)、
窒素(NH4 Clを添加)及びBOD(グルタミン酸
ナトリウムC5 HgO4 及びブドウ糖C6 H12
O6 を添加)を規定濃度になるように添加調整した溶
液を原水とし、この原水をビーカーにとり、次いで藻を
植種して室外へ放置し、藻増殖度を時間ごとの薬緑素(
クロロフィル)の吸光度測定によって評価し、放置時間
と吸光度から藻増殖速度を求めた。
[0012] Phosphorus, nitrogen, BOD (
biochemical oxygen demand) are essential components.
We confirmed the growth of algae in response to these component concentrations. First, pure water (added Na2 HPO4 ・12H2 O),
Nitrogen (NH4 Cl added) and BOD (sodium glutamate C5 HgO4 and glucose C6 H12
A solution prepared by adding O6 to a specified concentration is used as raw water, and this raw water is placed in a beaker. Next, algae are inoculated and left outdoors.
The algae growth rate was determined from the standing time and absorbance.

【0013】リン、窒素及びBOD濃度に対する藻の増
殖速度の測定結果を図2に示す。図2から分るように、
リンについては水中濃度が0.05mg/リットルを超
えると藻増殖が急激に増加することが判明した。窒素及
びBODについては、水中濃度の影響は少なく、濃度ゼ
ロにおいても藻増殖があることが認められた。以上の結
果藻の増殖にはリン成分が大きな影響もっており、水中
リン濃度を0.05mg/リットル以下に減少すること
ができれば、藻生成を防止できることが確かめられた。 なお、一般河川のリン濃度は 0.1mg/リットル以
上、汚染が連んた湖沼では10mg/リットル以上にも
なる。
[0013] Figure 2 shows the measurement results of the growth rate of algae with respect to phosphorus, nitrogen and BOD concentrations. As can be seen from Figure 2,
Regarding phosphorus, it was found that when the concentration in water exceeds 0.05 mg/liter, algae proliferation increases rapidly. Concerning nitrogen and BOD, the influence of water concentration was small, and algae growth was observed even at zero concentration. The above results confirmed that the phosphorus component has a great influence on the growth of algae, and that if the phosphorus concentration in water can be reduced to 0.05 mg/liter or less, the growth of algae can be prevented. The phosphorus concentration in ordinary rivers is over 0.1 mg/liter, and in polluted lakes and marshes it can be over 10 mg/liter.

【0014】水中のリンを除去する方法としては、活性
汚泥法、硫酸アルミニウム、PAC(ポリ塩化アルミニ
ウム)、塩化第2鉄などを用いる凝集沈殿法、あるいは
晶析脱リン法などがあるが、これらの方法はいずれも修
景池の脱リン処理にはコストの面から適用に問題がある
Methods for removing phosphorus from water include activated sludge method, coagulation-precipitation method using aluminum sulfate, PAC (polyaluminum chloride), ferric chloride, etc., and crystallization dephosphorization method. Both of these methods have problems in application to dephosphorization treatment of scenic ponds due to cost.

【0015】このため発明者らは、低コストで脱リンで
きる処理法の検討を行った結果、オゾン処理後に残留す
る溶存オゾンを利用し、この溶存オゾンに金属鉄を作用
させて鉄を高次(3価)まで酸化し、この3価鉄とリン
が不溶性かつ安定なリン酸鉄(FePO4 )を形成し
てリンを除去する方法を発明した。
[0015] For this reason, the inventors investigated a treatment method that can dephosphorize at a low cost, and as a result, they made use of the dissolved ozone remaining after the ozone treatment, and made metallic iron act on the dissolved ozone to convert the iron into a high-quality metal. We have invented a method for removing phosphorus by oxidizing it to (trivalent) iron and forming insoluble and stable iron phosphate (FePO4) with the trivalent iron and phosphorus.

【0016】本発明に使用する金属鉄としては各種の鉄
屑が利用でき、通水逆洗できるようにカラムへ充填して
使用し、使用後は鉄屑として再利用できるようにしてい
るので低コストで脱リン処理が可能になる。
[0016] Various types of iron scraps can be used as the metal iron used in the present invention, and the column is filled with water so that it can be backwashed. After use, it can be reused as iron scraps, so it is low Dephosphorization treatment becomes possible at low cost.

【0017】図3は、本発明による水処理における各部
の処理内容を示すもので、藻生成防止の対象である修景
池(水量Vm3 )から被処理水がオゾン処理装置へ導
入され、処理流量はコスト低減のため、1/2〜1/3
ターン/日すなわちV/2〜V/3m3 /日にしてあ
る。 オゾン処理装置では被処理水をオゾン酸化により完全に
殺藻を行うと同時に脱色及び脱臭も行われる。オゾン処
理装置を出たオゾン処理水には処理条件により異なるが
 0.2〜2mg/リットル程度の溶存オゾンが含まれ
ており、この溶存オゾンを含むオゾン処理水が後段に設
置された鉄カラムに導入される。
FIG. 3 shows the processing contents of each part in the water treatment according to the present invention. Water to be treated is introduced from the scenic pond (water volume Vm3), which is the target of algae generation prevention, to the ozone treatment device, and the treatment flow rate is is 1/2 to 1/3 to reduce costs.
Turn/day, that is, V/2 to V/3 m3/day. In the ozone treatment device, the water to be treated is completely killed by ozone oxidation, and at the same time, the water is decolorized and deodorized. The ozonated water that leaves the ozone treatment equipment contains about 0.2 to 2 mg/liter of dissolved ozone, depending on the treatment conditions, and the ozonated water containing this dissolved ozone is passed to the iron column installed at the subsequent stage. be introduced.

【0018】鉄カラム内では、次式     2Fe+O3 +3H2 O→2Fe(OH)
3     2Fe(OH)3 +2PO4 3−→2
FePO4 +6OH−     (2Fe+O3 +
2PO4 3−+3H2 O=2FePO4 +6OH
− )に示すように、先ず充填されている金属鉄が溶存
オゾンと反応して高次化合物である水酸化第2鉄Fe(
OH)3 を生成し、これが溶存リン(リン酸イオンP
O4 3−)と反応し不溶性のリン酸鉄FePO4を形
成し、リンを固定することによって溶存リンを0.05
mg/リットル以下まで除去し、鉄カラムを出た脱リン
処理水は元の修景池へ戻され、このような連続循環処理
によって修景池のリン濃度を0.05mg/リットル以
下にし、これによって、低処理循環率においても藻生成
を有効に防止することが可能となる。
In the iron column, the following formula 2Fe+O3 +3H2 O→2Fe(OH)
3 2Fe(OH)3 +2PO4 3-→2
FePO4 +6OH- (2Fe+O3 +
2PO4 3-+3H2 O=2FePO4 +6OH
- As shown in ), the filled metallic iron first reacts with dissolved ozone to form a higher-order compound, ferric hydroxide Fe (
OH)3, which is dissolved phosphorus (phosphate ion P
O4 3-) to form insoluble iron phosphate FePO4 and fix phosphorus, reducing dissolved phosphorus to 0.05
The dephosphorized water that exits the iron column is returned to the scenic pond, and through this continuous circulation process, the phosphorus concentration in the scenic pond is reduced to below 0.05 mg/liter. This makes it possible to effectively prevent algae formation even at low treatment circulation rates.

【0019】[0019]

【実施例】以下、図面を参照して本発明による修景池の
藻生成防止水処理装置の一実施例を説明する。図1は本
発明による修景池の藻生成防止水処理装置の一実施例を
示す系統図であり、処理対象である修景池1から被処理
水2が給水ポンプ3によってオゾン反応槽4へ上部から
導入され、一方ブロワ5によって昇圧された空気がオゾ
ン発生器6へ送られ、器内に備えられた脱湿器によって
脱湿・乾燥された後、放電管に入ってオゾンを発生し、
オゾン化空気7として取出され、ディフューザ8を通し
て気泡を導入する。ここで下部から散気されるオゾンガ
スと上部から流入する被処理水が気液接触して殺藻、脱
色、脱臭が行われ、反応後はオゾン処理水9として次の
鉄カラム10へ送られる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the water treatment apparatus for preventing algae formation in a scenic pond according to the present invention will be described below with reference to the drawings. FIG. 1 is a system diagram showing an embodiment of a water treatment device for preventing algae formation in a scenic pond according to the present invention, in which water 2 to be treated is sent from a scenic pond 1 to be treated to an ozone reaction tank 4 by a water supply pump 3. Air introduced from the top and pressurized by the blower 5 is sent to the ozone generator 6, where it is dehumidified and dried by the dehumidifier provided in the device, and then enters the discharge tube to generate ozone.
It is taken out as ozonized air 7 and bubbles are introduced through a diffuser 8. Here, the ozone gas diffused from the lower part and the water to be treated flowing in from the upper part come into gas-liquid contact to kill algae, decolorize, and deodorize, and after the reaction, the ozone-treated water 9 is sent to the next iron column 10.

【0020】ところで、鉄カラム10には純鉄あるいは
鉄合金の金属鉄材11が、チップ状、切削状、粒状、棒
状、管状など通水、逆洗のカラム操作ができるように充
填できるように充填されており、水中に含まれる溶存オ
ゾンと充填されている金属鉄により生成する水酸化第2
鉄が水中リンをリン酸鉄FePO4 として捕捉し、リ
ン濃度を0.05mg/リットル以下まで低下させ脱リ
ンされた処理水12は元の修景池へ戻される。
By the way, the iron column 10 is filled with a metal iron material 11 of pure iron or an iron alloy in the form of chips, cuttings, granules, rods, or tubes so that the column can be used for water flow and backwashing. The secondary hydroxide produced by the dissolved ozone contained in the water and the metal iron filled in the water is
The iron captures phosphorous in the water as iron phosphate FePO4, reducing the phosphorus concentration to 0.05 mg/liter or less, and the dephosphorized treated water 12 is returned to the scenic pond.

【0021】一方、オゾン反応槽4で気液接触した後の
残留オゾンガスは排オゾン13として上部から排出され
、次いで排オゾン分解器に入り、充填されているオゾン
分解剤15によって完全に分解され、無害な酸素となっ
て大気へ放出される。以上の操作を連続的に行うことに
よって修景池滞留水の処理が、少ないオゾン量を用いて
効果的に行われる。
On the other hand, the residual ozone gas after the gas-liquid contact in the ozone reaction tank 4 is discharged from the upper part as waste ozone 13, then enters the waste ozone decomposer, and is completely decomposed by the ozone decomposer 15 filled. It is released into the atmosphere as harmless oxygen. By continuously carrying out the above operations, the treatment of the stagnant water in the scenic pond can be effectively carried out using a small amount of ozone.

【0022】[0022]

【発明の効果】以上説明したように、本発明による修景
池の藻生成防止水処理装置は、オゾン処理による殺藻、
脱色、脱臭を行うと共に、溶存オゾンと鉄カラムへ充填
された鉄屑など安価な金属鉄材を用いて水中リンを藻の
増殖が困難になる0.05mg/リットル以下の濃度ま
で除去しているので、オゾン処理のみでは実現不可能な
低処理循環率における藻生成の防止が可能となり、従来
装置に比して高性能、高信頼性かつ低コストの処理装置
が実現できる。
Effects of the Invention As explained above, the water treatment device for preventing algae formation in landscaped ponds according to the present invention can kill algae by ozone treatment,
In addition to decolorizing and deodorizing, we use dissolved ozone and inexpensive metal iron materials such as iron scraps packed into an iron column to remove phosphorus from the water to a concentration of 0.05 mg/liter or less, which makes it difficult for algae to grow. This makes it possible to prevent algae formation at low treatment circulation rates, which cannot be achieved with ozone treatment alone, making it possible to realize a treatment device with higher performance, higher reliability, and lower cost than conventional devices.

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

【図1】本発明による修景池の藻生成防止水処理装置の
一実施例を示す系統図。
FIG. 1 is a system diagram showing an embodiment of a water treatment device for preventing algae formation in a scenic pond according to the present invention.

【図2】水中のリン及び窒素・BOD濃度に対する藻増
殖速度の関連を示す特性図。
FIG. 2 is a characteristic diagram showing the relationship between algal growth rate and phosphorus and nitrogen/BOD concentrations in water.

【図3】藻生成防止水処理機能の相互関連図。[Figure 3] Interrelation diagram of algae generation prevention water treatment functions.

【符号の説明】[Explanation of symbols]

1…修景池、2…被処理水、3…給水ポンプ、4…オゾ
ン反応槽、5…ブロワ、6…オゾン発生器、7…オゾン
化空気、8…ディフューザ、9…オゾン処理水、10…
鉄カラム、11…金属鉄材、12…処理水、13…排オ
ゾン、14…排オゾン分解器、15…オゾン分解剤。
1...Scenic pond, 2...Water to be treated, 3...Water pump, 4...Ozone reaction tank, 5...Blower, 6...Ozone generator, 7...Ozonized air, 8...Diffuser, 9...Ozonated water, 10 …
Iron column, 11... Metallic iron material, 12... Treated water, 13... Exhaust ozone, 14... Exhaust ozone decomposer, 15... Ozone decomposer.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】  オゾン化空気を供給するオゾン発生器
と、修景池からの被処理水をオゾン化空気に気液接触さ
せて被処理水を酸化、殺藻、脱色して元の修景池へ還流
させるオゾン反応槽と、上記オゾン反応槽の出側に直列
に設けられ、還流水中の残留イオンを金属鉄に接触させ
て生成した水酸化鉄で環流水中のリンを不溶性のリン酸
鉄として捕捉する鉄カラムを備えたこと、を特徴とする
修景池の藻生成防止水処理装置。
Claim 1: An ozone generator that supplies ozonized air, and an ozone generator that brings the water to be treated from the landscape pond into gas-liquid contact with the ozonized air to oxidize, kill algae, and decolorize the water to restore the original landscape. An ozone reaction tank for refluxing water to the pond and an iron phosphate insoluble in phosphorus in the reflux water are installed in series on the outlet side of the ozone reaction tank, and iron hydroxide is produced by bringing the residual ions in the reflux water into contact with metal iron. A water treatment device for preventing the formation of algae in landscaped ponds, characterized by being equipped with an iron column that captures algae.
JP3097420A 1991-04-26 1991-04-26 Algae formation prevention device at Shukei Pond Expired - Fee Related JP3011477B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3097420A JP3011477B2 (en) 1991-04-26 1991-04-26 Algae formation prevention device at Shukei Pond

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3097420A JP3011477B2 (en) 1991-04-26 1991-04-26 Algae formation prevention device at Shukei Pond

Publications (2)

Publication Number Publication Date
JPH04326987A true JPH04326987A (en) 1992-11-16
JP3011477B2 JP3011477B2 (en) 2000-02-21

Family

ID=14191954

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3097420A Expired - Fee Related JP3011477B2 (en) 1991-04-26 1991-04-26 Algae formation prevention device at Shukei Pond

Country Status (1)

Country Link
JP (1) JP3011477B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100236502B1 (en) * 1995-10-24 2000-01-15 다니구찌 이찌로오 Microorganism multiplication preventing method and apparatus
CN113197151A (en) * 2021-04-15 2021-08-03 集美大学 Method and system for ecologically controlling cyanobacterial bloom in pond culture water body
CN115784529A (en) * 2022-12-23 2023-03-14 浙江海拓环境技术有限公司 Recycling treatment method for iron phosphate production wastewater

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100236502B1 (en) * 1995-10-24 2000-01-15 다니구찌 이찌로오 Microorganism multiplication preventing method and apparatus
CN113197151A (en) * 2021-04-15 2021-08-03 集美大学 Method and system for ecologically controlling cyanobacterial bloom in pond culture water body
CN113197151B (en) * 2021-04-15 2023-09-26 集美大学 Method and system for ecologically controlling cyanobacteria bloom in pond culture water body
CN115784529A (en) * 2022-12-23 2023-03-14 浙江海拓环境技术有限公司 Recycling treatment method for iron phosphate production wastewater
CN115784529B (en) * 2022-12-23 2023-08-18 浙江海拓环境技术有限公司 Recycling treatment method of iron phosphate production wastewater

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