JP2015023841A - Circulation cleanup process and apparatus of breeding water - Google Patents

Circulation cleanup process and apparatus of breeding water Download PDF

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JP2015023841A
JP2015023841A JP2013156110A JP2013156110A JP2015023841A JP 2015023841 A JP2015023841 A JP 2015023841A JP 2013156110 A JP2013156110 A JP 2013156110A JP 2013156110 A JP2013156110 A JP 2013156110A JP 2015023841 A JP2015023841 A JP 2015023841A
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隆幸 鈴木
Takayuki Suzuki
隆幸 鈴木
武年 木村
Taketoshi Kimura
武年 木村
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Swing Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a process suitable for high performance circulation cleanup for breeding water of a display aquarium.SOLUTION: In a process for circulation cleanup and clarification of breeding water through a filtration process, the filtration process has a biofouling carrier layer filled with a biofouling carrier other than sand with a filling thickness of more than 200 mm in the upper part, and a sand layer filled with sand with a filling thickness of more than 400 mm in the lower part. Breeding water passes through the bilayer filtration layer that the total of the filling thickness of the biofouling carrier layer and the sand layer is 600-1200 mm in a filtering rate of more than 20 m/h in descending current.

Description

本発明は、飼育水、特に魚などの水生生物の水槽の水を浄化及び澄明化する方法及びその装置に関する。   The present invention relates to a method and apparatus for purifying and clarifying breeding water, in particular, aquatic aquarium water such as fish.

従来、水族館などの展示水槽を浄化及び澄明化するため、砂等による緩速ろ過あるいは急速ろ過が採用されている。水深の浅い小型水槽は水槽底部に敷き詰めた砂層を介して水槽水を循環し、砂中の微生物による浄化作用、砂による物理的ろ過作用によって、浄化・澄明化を行っていた。   Conventionally, in order to purify and clarify exhibition water tanks such as aquariums, slow filtration or rapid filtration using sand or the like has been adopted. A small aquarium with shallow water circulates the aquarium water through a sand layer spread at the bottom of the aquarium, and purifies and clarifies it by purification action by microorganisms in the sand and physical filtration action by sand.

一方、水深のある大型水槽水は水槽近傍に配備された急速ろ過装置によって、浄化・澄明化されている。水族館では展示ゾーンの裏側に浄化装置が配備されているが、面積的な制約があるため、大型水槽に対しては設置面積当たりの処理水量を大きくできる急速ろ過を利用するのが一般的である。急速ろ過には縦型と横置きの方式があるが、空間的に高さ制限等の制約がある場合は1ユニット当たりのろ過面積を大きくできる横置き方式も採用されている。   On the other hand, large aquarium water with deep water is purified and clarified by a rapid filtration device installed near the aquarium. In the aquarium, a purification device is installed behind the exhibition zone, but due to area restrictions, it is common to use rapid filtration that can increase the amount of treated water per installation area for large aquariums. . There are two types of rapid filtration: vertical and horizontal. However, when there are spatial restrictions such as height restrictions, a horizontal installation that can increase the filtration area per unit is also adopted.

展示水槽水は、水生生物の健康を保持するために浄化が重要であるが、水生生物の観賞のため水槽水の透視度を確保するための澄明化も極めて重要である。また養殖用水槽においても飼育水を澄明化することは、魚類の生育状態、斃死魚の早期発見を監視する上で重要である。急速ろ過は砂ろ過が多用されている。   In order to maintain the health of aquatic organisms, purification of the aquarium water in the exhibition tank is important, but clarification to ensure the transparency of the aquarium water is also extremely important for viewing aquatic organisms. Clarifying the breeding water in the aquaculture tank is important for monitoring the growth status of fish and early detection of moribund fish. Sand filtration is frequently used for rapid filtration.

近年、甚平ざめ、マグロなどの大型魚の展示、多種類多数の同一槽展示などで水槽が巨大化し、その分浄化施設設置面積・空間が制限されるため、一層高効率、高速の浄化装置が求められている。   In recent years, large-scale fish tanks such as shark flat sharks, tuna fish, and many types of tanks have become huge, and the area and space required for purification facilities are limited. It has been.

魚類や貝類などの生き物の飼育水の処理などに使用される水処理装置に関しては、例えば特開2009−172469号公報に記載されている。当該公報では微量のアンモニア性窒素等の有害成分を効率よく処理することを目的として、ろ過機能を有するろ材部近傍に第1マイクロナノバブル発生機を配置して、上記ろ材部で処理した水と、上記第1マイクロナノバブル発生機で発生させたマイクロナノバブルを含有する水とを混合して、生き物の飼育に使用する飼育水槽内に供給することが提案されている。   For example, Japanese Patent Application Laid-Open No. 2009-172469 discloses a water treatment apparatus used for the treatment of breeding water for creatures such as fish and shellfish. In the gazette, for the purpose of efficiently treating a trace amount of ammonia nitrogen and other harmful components, the first micro / nano bubble generator is disposed in the vicinity of the filter medium part having a filtration function, and the water treated in the filter medium part, It has been proposed that water containing micro-nano bubbles generated by the first micro-nano bubble generator is mixed and supplied to a breeding aquarium used for breeding creatures.

特開2009−172469号公報JP 2009-172469 A

しかしながら、特許文献1にはろ材自体の構成や運転条件の好適化については考察が不十分であり、展示水槽水の高効率な循環浄化に対しては未だ改善の余地が残されている。   However, Patent Document 1 does not sufficiently consider the configuration of the filter medium itself and the optimization of operation conditions, and there is still room for improvement for highly efficient circulation purification of the exhibition aquarium water.

本発明は上記事情に鑑みて創作されたものであり、展示水槽水等の飼育水を高効率に循環浄化するのに適した方法を提供することを課題の一つとする。また、本発明は飼育水を高効率に循環浄化するのに適した装置を提供することも課題の一つとする。更に、本発明は水槽及び本発明に係る装置を備えた飼育水の循環浄化システムを提供することも課題の一つとする。   The present invention was created in view of the above circumstances, and an object of the present invention is to provide a method suitable for circulating and purifying breeding water such as display aquarium water with high efficiency. Another object of the present invention is to provide an apparatus suitable for circulating and purifying breeding water with high efficiency. Furthermore, another object of the present invention is to provide a breeding water circulation purification system including a water tank and a device according to the present invention.

本発明者は上記課題を解決するために鋭意研究したところ、ろ材を上部に生物付着担体層、下部に砂層を充填する複層構造とした上でそれぞれの充填厚を最適化すると共に、濾過速度を高速化することが有効であることを見出した。   The present inventor has intensively studied to solve the above-mentioned problems.The filter medium has a multi-layer structure in which the bioadhesive carrier layer is filled in the upper part and the sand layer is filled in the lower part. It was found that speeding up is effective.

本発明は上記知見を基礎として完成したものであり、一側面において、飼育水をろ過工程を通じて循環浄化、澄明化する方法であって、ろ過工程は上部に砂以外の生物付着担体を充填厚200mm以上で充填した生物付着担体層と、下部に砂を充填厚400mm以上充填した砂層とを有し、且つ、前記生物付着担体層の充填厚と砂層の充填厚の合計を600mm〜1200mmとした複層ろ過層に、飼育水を下降流でろ過速度20m/時以上で通水することを含む方法である。   The present invention has been completed on the basis of the above knowledge, and in one aspect, the breeding water is a method of circulating purification and clarification through a filtration step, and the filtration step is filled with a bioadhesive carrier other than sand at a thickness of 200 mm. A bioadhesive carrier layer filled as described above and a sand layer filled with sand at a thickness of 400 mm or more at the bottom, and a total of the filling thickness of the bioadhesive carrier layer and the sand layer is 600 mm to 1200 mm. It is a method including passing the breeding water through the layer filtration layer in a downward flow at a filtration rate of 20 m / hour or more.

本発明に係る方法の一実施形態においては、砂層の充填厚に対する生物付着担体層の充填厚の比が0.2〜0.7である。   In one embodiment of the method according to the invention, the ratio of the bioadhesive carrier layer filling thickness to the sand layer filling thickness is 0.2-0.7.

本発明に係る方法の別の一実施形態においては、前記生物付着担体が活性炭及び/又はアンスラサイトである。   In another embodiment of the method according to the present invention, the bioadhesive carrier is activated carbon and / or anthracite.

本発明は別の一側面において、飼育水を循環浄化するための装置であって、飼育水をろ過速度20m/時以上の下降流で通水するための複層ろ過層を備え、複層ろ過層は充填厚200mm以上の上部の砂以外の生物付着担体層と充填厚400mm以上の下部の砂層とを有し、且つ、前記生物付着担体層の充填厚と砂層の充填厚の合計が600mm〜1200mmである装置である。   In another aspect, the present invention is an apparatus for circulating and purifying breeding water, comprising a multi-layer filtration layer for passing the breeding water in a downward flow having a filtration rate of 20 m / hr or more, and comprising a multi-layer filtration. The layer has a bioadhesive carrier layer other than the upper sand having a filling thickness of 200 mm or more and a lower sand layer having a filling thickness of 400 mm or more, and the sum of the filling thickness of the bioadhesion carrier layer and the sand layer is 600 mm to It is a device that is 1200 mm.

本発明に係る装置の一実施形態においては、砂層の充填厚に対する生物付着担体層の充填厚の比が0.2〜0.7である。   In one embodiment of the device according to the invention, the ratio of the filling thickness of the bioadhesive carrier layer to the filling thickness of the sand layer is 0.2 to 0.7.

本発明に係る装置の別の一実施形態においては、前記生物付着担体が活性炭及び/又はアンスラサイトである。   In another embodiment of the apparatus according to the present invention, the bioadhesive carrier is activated carbon and / or anthracite.

本発明の更に別の側面においては、水槽と本発明に係る前記装置とを備え、水槽から排出される飼育水が前記装置の複層ろ過層に流入し、前記装置から排出されるろ過水が水槽に送り返されるように両者が接続されている飼育水の循環浄化システムである。   In still another aspect of the present invention, a water tank and the apparatus according to the present invention are provided, and breeding water discharged from the water tank flows into the multilayer filtration layer of the apparatus, and the filtered water discharged from the apparatus is It is a breeding water circulation purification system in which both are connected to be sent back to the aquarium.

本発明に係るシステムの一実施形態においては、水槽から排出される飼育水が曝気槽を介して前記装置の複層ろ過層に流入するように構成されている。   In one embodiment of the system according to the present invention, the breeding water discharged from the aquarium is configured to flow into the multilayer filtration layer of the apparatus via the aeration tank.

本発明に係る飼育水の循環浄化方法及び装置を利用することで、飼育水を高効率に循環浄化することが可能となる。そのため、例えば、浄化装置をコンパクトにしながらも、飼育水のアンモニア性窒素濃度を低く、透視度の良好な水質に維持することが可能となるため、本発明は設置スペースの限られている水族館などにおいて極めて有効である。   By using the breeding water circulation purification method and apparatus according to the present invention, breeding water can be circulated and purified with high efficiency. Therefore, for example, while the purification device is made compact, it is possible to maintain the ammonia nitrogen concentration in the breeding water at a low level and maintain good water quality, so that the present invention is an aquarium with limited installation space. Is extremely effective.

本発明に係る飼育水の循環浄化システムのフローシートの一例を示す。An example of the flow sheet of the circulation purification system of breeding water concerning the present invention is shown. 実施例における砂層の厚みと透視度の関係を示すグラフである。It is a graph which shows the thickness of the sand layer in an Example, and the relationship between transparency. 実施例におけるろ過速度と硝化量の関係を示すグラフである。It is a graph which shows the relationship between the filtration rate and the amount of nitrification in an Example. 実施例におけるろ過速度と流入水及び流出水のアンモニア性窒素濃度の関係を示すグラフである。It is a graph which shows the relationship between the filtration rate in the Example, and the ammonia nitrogen concentration of inflow water and effluent water. 実施例における活性炭層の厚みと展示水槽水のアンモニア性窒素濃度の関係を示すグラフである。It is a graph which shows the relationship between the thickness of the activated carbon layer in an Example, and the ammonia nitrogen concentration of exhibition aquarium water.

<1.循環浄化方法>
本発明は一側面において、飼育水をろ過工程を通じて循環浄化する方法を対象とする。飼育水としては、限定的ではないが、例えば展示水槽、養殖用水槽、活魚水槽等の水槽水が挙げられ、高い澄明性の要求される展示水槽水を飼育水とするのが典型的である。展示水槽は水族館などで飼育している水生生物を来場者が観察するための設備である。飼育する水生生物としては特に制限はないが、例えば、魚介類、甲殻類、海水哺乳類、水生植物、海草等が挙げられる。また、淡水に住む水生生物でも海水に住む水生生物でもよい。そのため、循環する飼育水は淡水でも海水でもよい。
<1. Circulation purification method>
In one aspect, the present invention is directed to a method for circulating and purifying breeding water through a filtration step. Although it is not limited as breeding water, for example, aquarium water such as an exhibition tank, aquaculture tank, live fish tank, etc., it is typical to use exhibition tank water that requires high clarity as breeding water. . The exhibition tank is a facility for visitors to observe aquatic organisms kept in aquariums. The aquatic organisms to be bred are not particularly limited, and examples include seafood, crustaceans, marine mammals, aquatic plants, seaweeds and the like. Further, it may be aquatic organisms living in fresh water or aquatic organisms living in seawater. Therefore, the breeding water to be circulated may be fresh water or sea water.

ろ過工程では飼育水槽から流出した水生生物が排泄する尿素や残餌が分解されて発生したアンモニアを含む水を浄化し、飼育水槽に返送するという工程を行う。飼育水槽水は飼育水槽とろ過工程を循環する。本発明者は、このようなろ過工程を通じた飼育水槽水の循環浄化を効率よく実施する方法を鋭意検討したところ、ろ過工程におけるろ過層の構造及びろ過速度を特定条件で組み合わせることが非常に有効であることを見出すに至った。   In the filtration step, water containing urea excreted by aquatic organisms flowing out from the breeding aquarium and ammonia generated by decomposition of the residual feed is purified and returned to the breeding aquarium. The rearing tank water circulates between the rearing tank and the filtration process. The present inventor has intensively studied a method for efficiently carrying out the circulation purification of breeding aquarium water through such a filtration step, and it is very effective to combine the structure of the filtration layer and the filtration rate in the filtration step under specific conditions. I came to find out.

まず、ろ過層としては砂以外の生物付着担体層及び砂層を有する複層ろ過層とすることが重要である。これら以外のろ過層を組み込むことを排除するわけではないが、典型的にはこれら二層が上下に隣接配置される。生物付着担体層には硝化菌が付着しており、飼育水槽水が生物付着担体層を通過する間に水中のアンモニア性窒素が好気的条件下で亜硝酸、更には硝酸に酸化される。しかし、生物付着担体には水を澄明化する能力は低い。一方、砂層は主に物理的ろ過作用によって水を澄明化する能力が高いが、微生物による硝化能力は限定的である。   First, it is important that the filtration layer is a multi-layer filtration layer having a bioadhesive carrier layer other than sand and a sand layer. While it is not excluded to incorporate other filtration layers, these two layers are typically placed one above the other. Nitrifying bacteria are attached to the bioadhesive carrier layer, and ammonia nitrogen in the water is oxidized to nitrous acid and nitric acid under aerobic conditions while the breeding aquarium water passes through the bioadhesive carrier layer. However, the bioadhesive carrier has a low ability to clarify water. On the other hand, the sand layer has a high ability to clarify water mainly by physical filtration, but its ability to nitrify by microorganisms is limited.

そのため、飼育水槽水を澄明化及び浄化するという観点だけ考えれば、生物付着担体層及び砂層の厚みをそれぞれ可及的に大きくすればよいのであるが、厚みを大きくすると損失水頭が大きくなるため、飼育水槽水を循環させるためのポンプに対する負荷が過大となるという問題が生じる。また、飼育水槽水の典型的な設置場所である水族館では展示ゾーンの裏側に浄化装置が配備されているが、設置可能なスペースに制約があるため、ろ過層の厚みにも限界がある。そこで、生物付着担体層及び砂層の厚みの合計は小さい方が好ましい。   Therefore, considering only the viewpoint of clarifying and purifying the breeding aquarium water, it is only necessary to increase the thickness of the bioadhesive carrier layer and the sand layer as much as possible, but increasing the thickness increases the loss head, There is a problem that the load on the pump for circulating the breeding aquarium water becomes excessive. Moreover, in the aquarium, which is a typical installation location for breeding aquarium water, a purification device is provided on the back side of the exhibition zone. However, since the space for installation is limited, the thickness of the filtration layer is also limited. Therefore, it is preferable that the total thickness of the bioadhesive carrier layer and the sand layer is small.

生物付着担体としては、当業者に公知の生物付着担体が制限なく使用可能であるが、例えばアンスラサイト、活性炭(特に球状や粒状の活性炭)、セラミック、合成樹脂、ゼオライト等の鉱物などが挙げられる。生物付着担体は表面積を増大させるべく、球状、粒状、管状、ハニカム状、ポーラス状といった種々の形状を取り得る。これらの中でも、生物付着能力が高い点で、アンスラサイト、活性炭及びゼオライトが好ましく、容易に逆洗することができる粒状あるいは球状の担体形状が好ましい。粒状又は球状の担体の場合、粒径が0.4〜1.2mmが好ましく、0.5〜0.8mmがより好ましい。   As the bioadhesive carrier, bioadhesive carriers known to those skilled in the art can be used without limitation, and examples include minerals such as anthracite, activated carbon (especially spherical or granular activated carbon), ceramic, synthetic resin, zeolite, and the like. . The bioadhesive carrier can take various shapes such as spherical, granular, tubular, honeycomb, porous to increase the surface area. Among these, anthracite, activated carbon, and zeolite are preferable in terms of high bioadhesion ability, and a granular or spherical carrier shape that can be easily backwashed is preferable. In the case of a granular or spherical carrier, the particle size is preferably 0.4 to 1.2 mm, more preferably 0.5 to 0.8 mm.

本発明者は飼育水槽水に要求される水の透視度及びアンモニア性窒素濃度を必要最小限のろ過層厚みで達成するための条件を検討したところ、上側に生物付着担体層、下側に砂層を配置した複層ろ過層に飼育水槽水を下降流で通水することを条件として、生物付着担体層については充填厚200mm以上、好ましくは300mm以上、砂層について充填厚400mm以上、好ましくは500mm以上あれば、循環浄化によって良好な水質が保持できることを見出した。   The present inventor has examined conditions for achieving water transparency and ammonia nitrogen concentration required for breeding aquarium water with a minimum filtration layer thickness. The bioadhesive carrier layer on the upper side and the sand layer on the lower side. The bioadhesive carrier layer has a filling thickness of 200 mm or more, preferably 300 mm or more, and the sand layer has a filling thickness of 400 mm or more, preferably 500 mm or more, provided that the breeding aquarium water is passed through the multi-layer filtration layer with a downward flow. If so, it was found that good water quality can be maintained by circulating purification.

また、複層ろ過層の全体の厚みを抑制しながらも、良好なろ過性能を維持する上では、砂層の厚みに対する生物付着担体層の厚みが0.2〜0.7を満たすことが重要となることも分かった。   Moreover, it is important that the thickness of the bioadhesive carrier layer with respect to the thickness of the sand layer satisfies 0.2 to 0.7 in order to maintain good filtration performance while suppressing the overall thickness of the multilayer filtration layer. I found out that

飼育水槽水のアンモニア性窒素濃度を望ましい状態に維持する上では、ろ過速度(LV)を高くして十分な硝化量を確保することが重要である。具体的には、ろ過工程は飼育水槽水を複層ろ過層にろ過速度20m/時以上の下降流で通水することが重要である。飼育水槽水は循環浄化のため、一過性の処理水質よりも循環浄化システムの総浄化能力が鍵となるからである。硝化量はろ過速度を大きくすることで更に増大するため、ろ過速度は好ましくは25m/時以上であり、より好ましくは30m/時以上である。   In order to maintain the ammoniacal nitrogen concentration in the breeding aquarium water in a desirable state, it is important to ensure a sufficient amount of nitrification by increasing the filtration rate (LV). Specifically, in the filtration step, it is important to pass the breeding aquarium water through the multi-layer filtration layer with a downward flow having a filtration rate of 20 m / hour or more. This is because breeding aquarium water is used for circulation purification, and the total purification capacity of the circulation purification system is more important than temporary treatment water quality. Since the amount of nitrification is further increased by increasing the filtration speed, the filtration speed is preferably 25 m / hour or more, more preferably 30 m / hour or more.

しかしながら、ろ過速度が20m/時以上ではろ過速度の増加割合に対する硝化量の増加割合はそれほど大きくない。すなわち速度増大による効果が飽和してくる。また、ろ過速度を大きくすると水循環用のポンプに対する負荷も増大する。従って、ろ過速度は好ましくは50m/時以下であり、より好ましくは40m/時以下である。   However, when the filtration rate is 20 m / hour or more, the increase rate of the nitrification amount relative to the increase rate of the filtration rate is not so large. That is, the effect of increasing the speed is saturated. Further, when the filtration rate is increased, the load on the water circulation pump also increases. Therefore, the filtration rate is preferably 50 m / hour or less, more preferably 40 m / hour or less.

本発明に係る循環浄化方法によれば、生物付着担体層及び砂層の厚みの合計を1200mm以下としながらも飼育水槽水の良好な水質を維持可能である。損失水頭を考慮すれば1000mm以下とすることが好ましく、800mm以下であることがより好ましい。   According to the circulation purification method according to the present invention, it is possible to maintain a good quality of the breeding aquarium water while the total thickness of the bioadhesive carrier layer and the sand layer is 1200 mm or less. Considering the loss head, it is preferably 1000 mm or less, and more preferably 800 mm or less.

飼育水槽から流出した飼育水槽水はろ過工程を通過する前に、曝気槽を通過するなどして溶存酸素濃度を高めておくことが硝化に必要な酸素を十分供給するうえで好ましい。   In order to sufficiently supply oxygen necessary for nitrification, it is preferable to raise the dissolved oxygen concentration of the breeding tank water that has flowed out of the breeding tank before passing through the filtration step.

<2.循環浄化システム>
図1には、本発明に係る飼育水槽水の循環浄化システムの一例のフローシートが示されている。当該循環浄化システムは飼育水槽1及び循環浄化装置5を備え、飼育水槽1から排出される飼育水槽水が循環浄化装置5の複層ろ過層12に流入し、前記装置5から排出されるろ過水が飼育水槽1に送り返されるように両者が接続されている。
<2. Circulation Purification System>
FIG. 1 shows a flow sheet of an example of a circulation purification system for breeding aquarium water according to the present invention. The circulation purification system includes a breeding water tank 1 and a circulation purification device 5, and the breeding water discharged from the breeding water tank 1 flows into the multi-layer filtration layer 12 of the circulation purification device 5, and the filtered water discharged from the device 5. Are connected to each other so as to be sent back to the breeding tank 1.

循環浄化装置5の構成態様としては特に制限はないが、例えば槽、塔、カラム、筒などが考えられる。より具体的には、形状として直方体型、立方体型、円筒形、塔型など公知の形状、壁材料としてコンクリート、FRP、鋳鉄等公知材料を適宜選択することができる。循環浄化装置5は一実施形態において、飼育水槽水をろ過速度20m/時以上の下降流で通水するための複層ろ過層を備え、複層ろ過層は充填厚200mm以上の上部の生物付着担体層と充填厚400mm以上の下部の砂層とを、砂層の厚みに対する生物付着担体層の厚みの比が0.2〜0.7を満たすように有する。   Although there is no restriction | limiting in particular as a structure aspect of the circulation purification apparatus 5, For example, a tank, a tower, a column, a cylinder, etc. can be considered. More specifically, a known shape such as a rectangular parallelepiped shape, a cubic shape, a cylindrical shape, and a tower shape can be appropriately selected as the shape, and a known material such as concrete, FRP, or cast iron can be appropriately selected as the wall material. In one embodiment, the circulation purification device 5 includes a multi-layer filtration layer for passing the breeding aquarium water in a downward flow having a filtration rate of 20 m / hour or more, and the multi-layer filtration layer has an upper biological adhesion of 200 mm or more. The carrier layer and the lower sand layer having a filling thickness of 400 mm or more are provided so that the ratio of the thickness of the bioadhesive carrier layer to the thickness of the sand layer satisfies 0.2 to 0.7.

海水で満たされている飼育水槽1には飼育魚用の餌が適宜投入され、魚から排出される尿素と残餌の分解によるアンモニアが発生する。飼育水槽1から流出する飼育水槽水は飼育水槽水排出ライン2を通って曝気槽3に流入する。また、曝気槽3には送風機10から空気供給ライン11を通って空気が送気され、曝気が行われる。   The breeding tank 1 filled with seawater is appropriately fed with feed for breeding fish, and ammonia is generated by decomposition of urea discharged from the fish and residual feed. The breeding tank water flowing out from the breeding tank 1 flows into the aeration tank 3 through the breeding tank water discharge line 2. In addition, air is sent from the blower 10 through the air supply line 11 to the aeration tank 3 to perform aeration.

曝気槽3から流出した曝気水は曝気水供給ライン4を通って循環浄化装置5上部から流入する。循環浄化装置5は、上部に生物付着担体、下部に砂が充填された複層ろ過層12を有しており、曝気水は下降流として複層ろ過層12を通過する。循環浄化装置5下部から流出するろ液は飼育水槽1に循環のために返送ライン6を通って返送される。   Aerated water that has flowed out of the aeration tank 3 flows from the upper part of the circulation purification device 5 through the aerated water supply line 4. The circulation purification device 5 has a multilayer filtration layer 12 filled with a bioadhesive carrier in the upper part and sand in the lower part, and aerated water passes through the multilayer filtration layer 12 as a downward flow. The filtrate flowing out from the lower part of the circulation purification device 5 is returned to the breeding aquarium 1 through the return line 6 for circulation.

循環浄化装置5の運転を継続すると、ろ材に捕捉された浮遊物(濁質)とろ材表面上に増殖した微生物などによって通水抵抗が上昇するため、これに対応して随時曝気水の注入を停止し、バルブ8を開放し、水生生物の生息環境に応じた海水又は淡水の貯留槽7から海水又は淡水を循環浄化装置5の底部から注入し、逆洗を行ってもよい。逆洗排水はバルブ8を経由して排出することができる。また水逆洗ではろ材の洗浄が不十分な場合は送風機10から空気を循環浄化装置5の底部から送気してろ材の空気洗浄を行うこともできる。洗浄排ガスは循環浄化装置5上部から排出することができる。   If the operation of the circulation purification device 5 is continued, the water flow resistance will increase due to suspended matter (turbidity) trapped in the filter medium and microorganisms grown on the filter medium surface. Stop, open the valve 8, inject seawater or fresh water from the bottom of the circulation purification device 5 from the seawater or freshwater storage tank 7 according to the aquatic organism habitat environment, and perform backwashing. The backwash waste water can be discharged via the valve 8. Further, when the filter medium is not sufficiently washed by backwashing with water, the filter medium can be air-washed by supplying air from the blower 10 from the bottom of the circulation purification device 5. The cleaning exhaust gas can be discharged from the upper part of the circulation purification device 5.

以下、本発明及びその利点をより良く理解するための実施例を示すが、本発明は下記の実施例に限定されるものではない。   Examples for better understanding of the present invention and its advantages are shown below, but the present invention is not limited to the following examples.

<1.予備試験:生物付着担体の選定>
実験に先立ち濾過塔に充填する硝化菌の付着担体を選定するに当たり、生物付着担体を内径20mmのカラムに厚さ400mmで充填し、水道水でアンモニア性窒素濃度1〜2mg/Lに調整した原水(水温18〜25℃)で約3ヶ月間通水試験した。生物付着担体としては、粒状活性炭(粒径1mm及び粒径2〜3mm)、アンスラサイト(粒径3〜4mm)、ゼオライト(粒径1〜2mm)、粒状セラミック(粒径1〜2mm)を選択して、それぞれ生物付着性能を試験した(粒径範囲は最小値及び最大値を指す。)。付着性能は処理水のアンモニア性窒素濃度により判定した。その結果、生物付着性能はほぼ同等であったが、展示水槽の浄化試験には有機物吸着能もある粒状活性炭を用いることにした。
<1. Preliminary test: Selection of bioadhesive carrier>
Prior to the experiment, when selecting the nitrifying bacteria adhesion carrier to be packed in the filtration tower, the biological adhesion carrier was packed into a column with a diameter of 20 mm at a thickness of 400 mm, and the raw water adjusted to a nitrogenous nitrogen concentration of 1-2 mg / L with tap water. A water passage test was performed at a water temperature of 18 to 25 ° C. for about 3 months. Granular activated carbon (particle size 1 mm and particle size 2 to 3 mm), anthracite (particle size 3 to 4 mm), zeolite (particle size 1 to 2 mm), granular ceramic (particle size 1 to 2 mm) are selected as the bioadhesive carrier Each was tested for biofouling performance (particle size range refers to minimum and maximum values). The adhesion performance was judged by the ammonia nitrogen concentration of the treated water. As a result, the bioadhesion performance was almost the same, but we decided to use granular activated carbon with organic matter adsorption ability for the purification test of the exhibition tank.

<2.展示水槽の浄化試験>
図1のフローシートに示した展示水槽水の循環浄化システムによって実験を行った結果について説明する。展示水槽水の循環浄化システムの稼働条件は以下である。
展示水槽水:海水
展示水槽容積:幅500mm×長さ1800mm×深さ800mm
水生生物の種類及び数:真鯛×2、黒鯛×2、メジナ×3
循環浄化装置5:濾過塔(ろ過面積0.02m2
複層ろ過層12:上部に粒状活性炭層、下部に砂層
逆洗:水逆洗及び空気逆洗(随時)
<2. Exhibition tank purification test>
The results of experiments using the circulation purification system for the exhibition aquarium water shown in the flow sheet of FIG. 1 will be described. The operating conditions of the exhibition tank water circulation purification system are as follows.
Exhibition tank water: seawater Exhibition tank volume: width 500mm x length 1800mm x depth 800mm
Types and number of aquatic organisms: red sea bream x 2, black sea bream x 2, medina x 3
Circulation purification device 5: Filtration tower (filtration area 0.02 m 2 )
Multi-layer filtration layer 12: granular activated carbon layer at the top, sand layer at the bottom Back washing: back washing with water and back washing with air (as needed)

当初は硝化性能を重視して、上層に活性炭を厚み400mm、下層に砂を厚み200m充填した。活性炭層と砂層の総充填厚(合計厚:ろ材全体の充填厚さmm)を600mmにしたのは濾過塔に高さ制限があったからである。展示水槽水をろ過速度36m/時で下降流として通水した結果、澄明度が上昇しないので透視度を測定しながら順次総充填厚は変えないで砂層を厚くした結果、図2に示すように砂層の厚み400mm以上で透視度が4m以上となった。なお透視度測定には自作の4m透視度計を用いたため4mが測定限界値であったことから、図2では4mを「4m以上」と記載した。   Initially, emphasizing nitrification performance, the upper layer was filled with activated carbon with a thickness of 400 mm, and the lower layer with 200 mm of sand. The total packed thickness of the activated carbon layer and the sand layer (total thickness: packed thickness mm of the entire filter medium) was set to 600 mm because the height of the filtration tower was limited. As a result of passing the exhibition aquarium water as a downward flow at a filtration rate of 36 m / h, the clarity does not increase, so the thickness of the sand is increased without changing the total filling thickness while measuring the transparency, as shown in FIG. When the sand layer had a thickness of 400 mm or more, the transparency was 4 m or more. In addition, since 4 m was a measurement limit value because a self-made 4 m permeability meter was used for the transparency measurement, 4 m is described as “4 m or more” in FIG.

次に硝化量について測定した。展示水槽水は循環浄化のため、一過性の処理水質よりも循環浄化システムの総浄化能力が重要となる。上層の活性炭の高さ400mm、下層の砂の高さ200mの条件として、ろ過速度(LV)を変化させたときの硝化量の変化を調べた。   Next, the amount of nitrification was measured. Because the aquarium water in the exhibition is for circulation purification, the total purification capacity of the circulation purification system is more important than the temporary treated water quality. As the conditions for the upper layer activated carbon height of 400 mm and the lower layer sand height of 200 m, the change in nitrification amount when the filtration rate (LV) was changed was examined.

その結果、図3に示したようにろ過速度(LV)20m/時以上まで急激に硝化量が増加し、その後増加率が低下するので、ろ過速度20m/時以上が一定の硝化量を確保できる数値であると判断された。硝化量は単位容積あたり1日に硝化した量であり式(1)に従って計算する。

硝化量(g/L・日)=ろ過工程流入水量(L/日)×(流入NH3−N−流出NH3−N)g/L÷充填材容積(L)・・・・・・・・・(1)
なお、充填材容量は活性炭層と砂層の双方の合計である。

図3に示す硝化量は同一ろ過速度でそれぞれ2日間試験したときの硝化量の各平均値である。
As a result, as shown in FIG. 3, the amount of nitrification increases abruptly to a filtration rate (LV) of 20 m / hour or more, and then the rate of increase decreases, so a constant amount of nitrification can be secured at a filtration rate of 20 m / hour or more. It was judged to be a numerical value. The amount of nitrification is the amount of nitrification per unit volume per day and is calculated according to equation (1).

Amount of nitrification (g / L · day) = Filtration process inflow water amount (L / day) × (inflow NH 3 -N-outflow NH 3 -N) g / L ÷ filler volume (L) (1)
The filler capacity is the sum of both the activated carbon layer and the sand layer.

The nitrification amount shown in FIG. 3 is an average value of the nitrification amounts when tested for two days at the same filtration rate.

なお、このときの濾過塔の入口、出口のアンモニア性窒素(NH3−N)濃度は、図4に示したようにろ過速度が20m/時以上で、硝化量が増加するため、濾過塔流入水(展示水槽水)のアンモニア性窒素濃度が低下傾向になることが分かる。 At this time, the concentration of ammonia nitrogen (NH 3 -N) at the inlet and outlet of the filtration tower is such that, as shown in FIG. 4, the filtration rate is 20 m / hour or more, and the amount of nitrification increases. It can be seen that the ammoniacal nitrogen concentration in the water (display tank water) tends to decrease.

総充填厚600mm、ろ過速度20m/時で、砂層厚を厚くし、活性炭層厚を薄くした結果、活性炭層厚が200mmを下回った付近から、図5に示すように展示水槽水(=ろ過工程流入水)のアンモニア性窒素濃度が急激に上昇する傾向が見られた。すなわち、活性炭層厚を200mm以上にすることが重要であることが確認された。   As shown in FIG. 5, from the vicinity where the activated carbon layer thickness is less than 200 mm as a result of increasing the sand layer thickness and reducing the activated carbon layer thickness at a total filling thickness of 600 mm and a filtration rate of 20 m / hour, the aquarium water (= filtration process) There was a tendency for the ammonia nitrogen concentration in the inflow water to rise sharply. That is, it was confirmed that the activated carbon layer thickness is important to be 200 mm or more.

<3.長期実験>
(3−1:活性炭層/砂層厚比の検討)
以上の結果を踏まえ、図1のフローシートに示した展示水槽水の循環浄化システムを用いて、上述した稼働条件と同じとして、展示水槽水をろ過速度20m/時で、以下の実験1〜4の充填条件でそれぞれ長期間(3ヶ月間)の浄化試験を行った。
実験1:活性炭充填厚200mm、砂充填厚400mm(活性炭層/砂層厚比0.5)
実験2:活性炭充填厚200mm、砂充填厚1000mm(活性炭層/砂層厚比0.2)
実験3:活性炭充填厚350mm、砂充填厚500mm(活性炭層/砂層厚比0.7)
実験4:活性炭充填厚100mm、砂充填厚400mm(活性炭層/砂層厚比0.25)
その結果、実験1、実験2及び実験3のいずれにおいても澄明でアンモニア性窒素濃度の低い飼育水を確保することができた。しかしながら、実験2では損失水頭が大きく、逆洗頻度が高くなったので、逆洗による時間ロスを短くするため総充填厚を1000mm以下にすることが好ましいことが確認された。また実験4ではアンモニア性窒素が実験1,2,3に比較して多く残留した。
<3. Long-term experiment>
(3-1: Examination of activated carbon layer / sand layer thickness ratio)
Based on the above results, using the circulation purification system for the exhibition aquarium water shown in the flow sheet of FIG. 1, the following experiments 1 to 4 were performed at the filtration speed of 20 m / hour as the operating conditions described above. A purification test was conducted for a long period of time (3 months) under the above filling conditions.
Experiment 1: Activated carbon filling thickness 200 mm, sand filling thickness 400 mm (activated carbon layer / sand layer thickness ratio 0.5)
Experiment 2: Activated carbon filling thickness 200 mm, sand filling thickness 1000 mm (activated carbon layer / sand layer thickness ratio 0.2)
Experiment 3: Activated carbon filling thickness 350 mm, sand filling thickness 500 mm (activated carbon layer / sand layer thickness ratio 0.7)
Experiment 4: Activated carbon filling thickness 100 mm, sand filling thickness 400 mm (activated carbon layer / sand layer thickness ratio 0.25)
As a result, in all of Experiment 1, Experiment 2, and Experiment 3, it was possible to secure a clear breeding water with a low ammonia nitrogen concentration. However, in Experiment 2, since the loss head was large and the frequency of backwashing was high, it was confirmed that the total filling thickness was preferably 1000 mm or less in order to shorten the time loss due to backwashing. In Experiment 4, a large amount of ammonia nitrogen remained as compared with Experiments 1, 2, and 3.

ろ過を継続していくと、浮遊物(濁質)の捕捉とろ材表面上に増殖した微生物により空隙率が低下し、損失水頭が上昇するため適宜逆洗操作により、捕捉物質、付着微生物を濾過塔外に洗い出すことが必要である。逆洗操作終了後は付着微生物が剥離、洗出するため、一時的に硝化能が低下して濾過塔流出液のアンモニア性窒素濃度が上昇する。   As filtration continues, trapped substances and adhering microorganisms are filtered by backwashing as appropriate because trapping of suspended solids (turbidity) and microorganisms grown on the surface of the filter medium reduce the porosity and increase the head loss. It must be washed out of the tower. Since adhering microorganisms are separated and washed after the end of the backwashing operation, the nitrification ability is temporarily lowered, and the ammoniacal nitrogen concentration in the filtration tower effluent increases.

(3−2:逆洗による影響の検討)
逆洗の影響と活性炭の硝化能力の関係を把握するため、図1のフローシートに示した展示水槽水の循環浄化システムを用いて、展示水槽水(SS濃度:2〜3mg/L)をろ過速度36m/時として、以下の実験1及び4の充填条件でそれぞれ長期間(3ヶ月間)の浄化試験を行った。試験中は、ろ過層全体の損失水頭が1400〜1700mmに達した時点で逆洗(空気洗浄2分、水洗浄3分)を行った。
実験1:活性炭充填厚200mm、砂充填厚400mm(活性炭/砂充填厚比0.5)
実験4:活性炭充填厚100mm、砂充填厚500mm(活性炭/砂充填厚比0.2)
その結果、実験1及び実験4の何れにおいても、濾過塔流出液のろ過水アンモニア性窒素濃度が上昇したが、アンモニア性窒素濃度が逆洗直前の濃度に回復するのに要した平均日数は、実験1は4日間、実験4では11日間であった。これより、逆洗後の硝化能力を保持する観点からも、活性炭厚を200mm以上にすると効果的であることが確認された。
(3-2: Examination of the effects of backwashing)
In order to grasp the relationship between the effect of backwashing and the nitrification ability of activated carbon, the exhibition aquarium water (SS concentration: 2 to 3 mg / L) is filtered using the exhibition aquarium water circulation purification system shown in the flow sheet of FIG. A purification test was conducted for a long period (3 months) under the filling conditions of the following experiments 1 and 4 at a speed of 36 m / hour. During the test, backwashing (air washing 2 minutes, water washing 3 minutes) was performed when the loss head of the entire filtration layer reached 1400 to 1700 mm.
Experiment 1: Activated carbon filling thickness 200 mm, sand filling thickness 400 mm (activated carbon / sand filling thickness ratio 0.5)
Experiment 4: Activated carbon filling thickness 100 mm, sand filling thickness 500 mm (activated carbon / sand filling thickness ratio 0.2)
As a result, in both Experiment 1 and Experiment 4, the filtered water effluent ammonia nitrogen concentration increased, but the average number of days required for the ammonia nitrogen concentration to recover to the concentration immediately before backwashing was: Experiment 1 was 4 days and Experiment 4 was 11 days. From this, it was confirmed that the activated carbon thickness was 200 mm or more from the viewpoint of maintaining the nitrification ability after backwashing.

1 飼育水槽
2 飼育水槽水排出ライン
3 曝気槽
4 曝気水供給ライン
5 循環浄化装置(濾過塔)
6 返送ライン
7 貯留槽
8 バルブ
10 送風機
11 空気供給ライン
12 複層ろ過層
1 Breeding tank 2 Breeding tank water discharge line 3 Aeration tank 4 Aerated water supply line 5 Circulation purification device (filtration tower)
6 Return line 7 Storage tank 8 Valve 10 Blower 11 Air supply line 12 Multi-layer filtration layer

Claims (8)

飼育水をろ過工程を通じて循環浄化する方法であって、ろ過工程は上部に砂以外の生物付着担体を充填厚200mm以上で充填した生物付着担体層と、下部に砂を充填厚400mm以上充填した砂層とを有し、且つ、前記生物付着担体層の充填厚と砂層の充填厚の合計を600mm〜1200mmとした複層ろ過層に、飼育水を下降流でろ過速度20m/時以上で通水することを含む方法。   It is a method of circulating and purifying breeding water through a filtration process, wherein the filtration process comprises a bioadhesive carrier layer filled with a bioadhesive carrier other than sand at a filling thickness of 200 mm or more and a sand layer filled with sand at a lower thickness of 400 mm or more. In addition, the breeding water is passed through the multi-layer filtration layer in which the sum of the filling thickness of the bioadhesive carrier layer and the sand layer is 600 mm to 1200 mm at a filtration rate of 20 m / hour or more. A method involving that. 砂層の充填厚に対する生物付着担体層の充填厚の比が0.2〜0.7である請求項1に記載の方法。   The method of claim 1, wherein the ratio of the bioadhesive carrier layer fill thickness to the sand layer fill thickness is 0.2-0.7. 前記生物付着担体が活性炭及び/又はアンスラサイトである請求項1又は2に記載の方法。   The method according to claim 1 or 2, wherein the bioadhesive carrier is activated carbon and / or anthracite. 飼育水を循環浄化するための装置であって、飼育水をろ過速度20m/時以上の下降流で通水するための複層ろ過層を備え、複層ろ過層は充填厚200mm以上の上部の砂以外の生物付着担体層と充填厚400mm以上の下部の砂層とを有し、且つ、前記生物付着担体層の充填厚と砂層の充填厚の合計が600mm〜1200mmである装置。   An apparatus for circulating and purifying breeding water, comprising a multi-layer filtration layer for passing the breeding water in a downward flow with a filtration speed of 20 m / h or more. An apparatus having a bioadhesive carrier layer other than sand and a lower sand layer having a filling thickness of 400 mm or more, and a total of the filling thickness of the bioadhesive carrier layer and the filling thickness of the sand layer is 600 mm to 1200 mm. 砂層の充填厚に対する生物付着担体層の充填厚の比が0.2〜0.7を満たす請求項4に記載の装置。   The device according to claim 4, wherein the ratio of the filling thickness of the bioadhesive carrier layer to the filling thickness of the sand layer satisfies 0.2 to 0.7. 前記生物付着担体が活性炭及び/又はアンスラサイトである請求項4又は5に記載の装置。   The apparatus according to claim 4 or 5, wherein the biofouling carrier is activated carbon and / or anthracite. 水槽と請求項4〜6の何れか一項に記載の装置とを備え、水槽から排出される飼育水が前記装置の複層ろ過層に流入し、前記装置から排出されるろ過水が水槽に送り返されるように両者が接続されている飼育水の循環浄化システム。   An aquarium and the device according to any one of claims 4 to 6 are provided, and breeding water discharged from the aquarium flows into the multilayer filtration layer of the device, and the filtered water discharged from the device enters the aquarium. Circulation purification system for breeding water where both are connected so that they can be sent back. 水槽から排出される飼育水が曝気槽を介して前記装置の複層ろ過層に流入するように構成されている請求項7に記載の飼育水の循環浄化システム。   The system for circulating and purifying breeding water according to claim 7, wherein the breeding water discharged from the tank is configured to flow into the multilayer filtration layer of the device through the aeration tank.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05337484A (en) * 1992-06-09 1993-12-21 Unitika Ltd Water treating method
JP2002034385A (en) * 2000-07-18 2002-02-05 Ebara Corp Overland culture method by circulating culture water and apparatus therefor
JP2010082599A (en) * 2008-10-02 2010-04-15 Japan Organo Co Ltd Water treatment apparatus and water treatment method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05337484A (en) * 1992-06-09 1993-12-21 Unitika Ltd Water treating method
JP2002034385A (en) * 2000-07-18 2002-02-05 Ebara Corp Overland culture method by circulating culture water and apparatus therefor
JP2010082599A (en) * 2008-10-02 2010-04-15 Japan Organo Co Ltd Water treatment apparatus and water treatment method

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