JP2004105129A - Artificial fishing ground - Google Patents

Artificial fishing ground Download PDF

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Publication number
JP2004105129A
JP2004105129A JP2002274742A JP2002274742A JP2004105129A JP 2004105129 A JP2004105129 A JP 2004105129A JP 2002274742 A JP2002274742 A JP 2002274742A JP 2002274742 A JP2002274742 A JP 2002274742A JP 2004105129 A JP2004105129 A JP 2004105129A
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Japan
Prior art keywords
bank
fishing ground
artificial fishing
artificial
modified
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JP2002274742A
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Japanese (ja)
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JP3753686B2 (en
Inventor
Shigenori Hayashi
林 重徳
Isao Shirashima
白島 勲
Tetsuo Yoshida
吉田 哲雄
Yutaka Hara
原 裕
Masami Shimauchi
島内 正美
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.)
Y B M KK
Bio Oriented Technology Research Advancement Institution
Saga University NUC
Sasaki Co Ltd
Nihon Kensetsu Gijutsu Co Ltd
Matsuo Construction Co Ltd
Original Assignee
Y B M KK
Bio Oriented Technology Research Advancement Institution
Saga University NUC
Sasaki Co Ltd
Nihon Kensetsu Gijutsu Co Ltd
Matsuo Construction Co Ltd
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Priority to JP2002274742A priority Critical patent/JP3753686B2/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an artificial ground capable of relatively readily being built in the ocean, bay, lake, etc., in which the bottom quality is worsened by deposition of bottom mud, without postulating the present of shore and ensuring the environment suitable for habitat of fishes and shellfishes, marine algae, etc., over a long period after the building. <P>SOLUTION: In the artificial fishing ground 1, a surrounding bank 4 highly protruded from the bottom 3 of the sea 2 and forming nearly hexagonal shape when viewed from a plan is built in the bottom 3 of the sea 2 and a modified bottom 8 is formed by removing deposited bottom mud in an area enclosed by the surrounding bank 4 and spraying a bottom-improving material and tilling the bottom. The surrounding bank 4 has a shape considering the influence of water flow direction and the bank 4 is built by piling up a plurality of sandbags 5, covering the upper surfaces of sandbags 5 with a net 6a or a rope 6b and fixing the periphery of the net 6a and the end of the rope 6b with wood piles 7 driving into the bottom 3 of the sea 2. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、海洋、湖沼などの底面を利用して構築する人工漁場に関する。
【0002】
【従来の技術】
従来、日本近海、内海、湾海あるいは湖沼には数多くの底棲生物や魚介類が棲息し、地域水産資源の宝庫であったが、近年、これらの場所での漁獲量や海藻類生産高が大幅に減少している状況が多数報告されている。
【0003】
このような漁獲量激減の原因としては様々な要因が考えられ、地域特有の原因もあるので一概に決めつけることはできないが、漁業従事者などが指摘しているように、底面に堆積する泥土による底質悪化で底面に棲息する各種生物が減少・死滅し、これらを食物とする魚介類が激減したこと、並びにこれら底棲生物による水質浄化作用などの自然環境サイクルに異変が生じていることなどが漁獲量激減の大きな原因の一つであると考えられる。
【0004】
そこで、近海や内海での漁業不振を回復するため、海岸に近接する海域に潜堤を構築し、この潜堤で囲われた海域の海底を人工的に改良することによって、比較的平坦で水深が浅く、海藻類やこれら海藻を食料とするアワビやサザエ、ウニ、ナマコなどの増繁殖に適した浅場海域と、沖合に向けて緩く下り傾斜して水深が次第に深くなる沿岸性有用魚介類の増殖に適した海域とを築造して栽培漁業が可能な人工漁場とする技術がある(例えば、特許文献1参照。)。
【0005】
【特許文献1】
特開平09−117234号公報(第2−6頁)
【0006】
【発明が解決しようとする課題】
特許文献1に記載されている人工漁場は、海岸に近接する海域の一部を人工的に改良するものであり、海岸の存在を前提とするものであるため、海岸から離れた場所においては実施することができない。
【0007】
また、前記人工漁場は底泥堆積などに起因する底質悪化を防ぐ機能は具備していないので、前述したような底泥堆積で底質の悪化が進行している海底などに構築した場合、時間の経過に伴い、前記人工漁場内に再び底泥が徐々に堆積していき、魚介類の棲息が不可能となるおそれがある。
【0008】
本発明が解決しようとする課題は、底泥の堆積で底質が悪化している海洋、湾海、湖沼などに、岸辺の存在を前提とすることなく比較的容易に構築することができ、構築後は長期間に亘って魚介類、海藻類などの棲息に適した環境を確保することができる人工漁場を提供することにある。
【0009】
【課題を解決するための手段】
本発明の人工漁場は、海洋、湾海、湖沼の底面に前記底面より高く突出し平面視形状が閉じた図形をなすように形成した囲繞堤と、前記囲繞堤で包囲された領域とを備えたことを特徴とする。
【0010】
このような構成とすることにより、底面の一部領域をこれより高く突出した囲繞堤で囲い込んだ状態となるため、海洋、湾海、湖沼に自然発生する水流に基づく旋回水流が囲繞堤で包囲された領域内に生じ、囲繞堤内に存在する底泥が巻き上げられ、囲繞堤外へ排出されるようになる。したがって、囲繞堤で囲まれた領域内へ周囲の底面付近の浮泥が流入したり、底泥が堆積したりすることが大幅に減少し、囲繞堤で囲まれた領域内では底質が改善されていき、魚介類の餌となる各種底棲生物の棲息、繁殖が可能となり生態系が回復するので、構築後は長期間に亘って魚介類、海藻類などの棲息に適した環境を確保することができる。
【0011】
また、海洋などの底面にこれより高く突出した平面視形状が閉じた図形をなす囲繞堤を形成すればよいので、底泥の堆積により底質が悪化している海洋、湾海、湖沼などであっても岸辺の存在を前提とすることなく構築することができる。
【0012】
ここで、前記囲繞堤で包囲された領域内の堆積底泥を除去して改質底面とすれば、自然水流に基づく旋回水流による底泥排出作用に頼る場合よりも速やかに底質を改善できるため、構築後、魚介類、海藻類などの棲息に適した環境を早期に確保することができる。
【0013】
この場合、施工条件などに応じて、海洋などの底面に平面視形状が閉じた図形をなす囲繞堤を形成した後、囲繞堤で包囲された領域の堆積底泥を浚渫除去して改質底面を形成する工法、あるいは海洋などの底面の所定領域の堆積底泥を浚渫除去して改質底面を形成した後、この改質底面を包囲するように平面視形状が閉じた図形をなす囲繞堤を形成する工法のいずれかを採用することができる。
【0014】
前記囲繞堤を、複数の土嚢の集積体または柵状部材で形成することにより、比較的簡単な作業と短期間の工程で自然環境への悪影響のない人工漁場を構築することができるが、土嚢の集積体で囲繞堤を形成する場合は周辺海域の底泥を浚渫・脱水したものをその土嚢内部に充填することもできるため、浚渫した底泥を産業廃棄物として投棄することなく再利用できる。また、柵状部材で囲繞堤を形成する場合は土嚢に比べ軽量化を図ることができるため施工が容易となり、囲繞堤の修正作業や撤去作業も簡単である。
【0015】
ここで、前記囲繞堤で包囲された改質底面に耕耘を施すことにより、底質層が撹拌、混合され水中の溶存酸素も供給されるので、底棲生物の活性化が図られ、魚介類や海藻類の棲息環境が向上する。なお、耕耘作業は改質底面が水没した状態あるいは改質底面を大気中に露出させた状態のいずれの状態で行っても良いが、水没状態で耕耘するときは水中作業が可能な耕耘機械、例えば、螺旋形状をした耕耘器具を有するオーガ式耕耘機械やジェット水を併用した翼式耕耘機械などを使用することが望ましい。
【0016】
また、前記囲繞堤で包囲された改質底面に底質改良材を分散混合させることにより、自然のままでは回復不可能な底質を積極的に改善し、底棲生物などの棲息、繁殖に適した環境を短期間で整えることができるようになるので、人工漁場の早期構築を図ることができる。なお、底質改良材は前記耕耘作業の際に散布することが望ましく、これによって底質改良材を改質底面に均一に分散混合させることができる。
【0017】
この場合、囲繞堤内に形成される改質底面の高さは底質改良材の散布量によって調節することができるので、構築場所の水深、水流の強弱、棲息する魚介類の種類、干満差の大小などに応じて改質底面の高さを設定することができる。
【0018】
一方、囲繞堤内に形成される改質底面の高さを囲繞堤の高さと略同一とすることも可能であり、このような構成とすれば、改質底面は囲繞堤周辺の底面より高く盛り上がった状態となり、改質底面上を通過する自然水流の速度が周辺の底面上を通過する自然水流の速度よりも大となるため、改質底面上に浮泥が流入したり、底泥が堆積したりするのを防止することができる。
【0019】
前記底質改良材としては、非水溶性の粒状物質、非水溶性の多孔質粒状体、カルシウム・マグネシウムを主成分とする水溶性物質などが望ましい。非水溶性の粒状物質を用いることにより、改質底面の粒度組成を底棲生物が生息可能な粒度程度に改善することができ、非水溶性の多孔質粒状体を用いれば、これらが水中微生物の住処となるので底棲生物の増加を図ることができるほか、前記粒状物質と同様に底質の粒度調整を図ることができる。また、カルシウム・マグネシウムを主成分とする水溶性物質を用いれば、改質底面のpH調整が可能となり、微生物の活動をコントロールすることができ、底面構成層からの硫化水素の発生を抑制することができる。
【0020】
なお、非水溶性の粒状物質としては、海底砂、河床砂礫、砕石骨材、ガラス粒子、ガラスビーズなどが好適であり、非水溶性の多孔質粒状体としては、多孔質発泡ガラス粒、多孔質天然鉱物(天然砂礫、シラス、降下軽石など)、多孔質人工鉱物(高炉スラグ、石炭灰など)が好適であり、カルシウム・マグネシウムを主成分とする水溶性物質としては、消石灰や海水抽出ミネラル剤などが好適であり、例えば、宇部マテリアルズ株式会社製のクリアウォーター(商品名)などを使用することができる。なお、多孔質発泡ガラス粒子としては、日本建設技術株式会社・建設環境エンジニアリング有限会社製のミラクルソル(商品名)などを使用することができる。
【0021】
一方、前記土嚢の充填材として、前記底面から浚渫して脱水した底泥を用いれば、陸上からの充填材の搬入が不要となるので構築作業の工数削減を図ることができるほか、前述したように、悪化した底泥を構築工事の施工場所で利用することとなるので産業廃棄物の発生をなくすことができる。
【0022】
また、前記囲繞堤の平面視形状を、水流方向に沿って長い多角形状、楕円形状、紡錘形状、長円形状とすることにより、海流、潮流あるいは湖底流など海洋、湾海、湖沼に自然発生する水流への影響を最小限に抑制することができるため、浮泥などが囲繞堤内へ流入するのを防止できるほか、囲繞堤内に浮泥が流入することがあっても水流によって速やかに外部へ放出される。
【0023】
さらに、前記囲繞堤で包囲された領域内の少なくとも一部を覆う網状体を敷設することもできる。このような網状体を敷設すれば、網状体の網目より大きな生物の侵入を阻止できるので、囲繞堤で包囲された領域内に棲息する生物に危害を加えるおそれのある魚介類などの侵入を阻止することができる。この場合、網状体の網目の大きさは侵入を阻止したい魚介類の大きさによって定めることができる。
【0024】
【発明の実施の形態】
図1は本発明の第1実施形態である人工漁場を模式的に示す斜視図、図2は図1に示す人工漁場の垂直断面図である。
【0025】
本実施形態の人工漁場1は、海2の底面3に、底面3より高く突出し平面視形状が略六角形状をなす囲繞堤4を形成し、囲繞堤4で包囲された領域内の堆積底泥を除去した後、底質改良材を散布して耕耘を施すことによって改質底面8を形成したものである。囲繞堤4は、水流方向の影響などを考慮した形状であり、複数の土嚢5を積み上げ、その上面をネット6aやロープ6bで覆い、ネット6aの周縁およびロープ6bの端部を、底面3に打ち込んだ木杭7に固定することによって構築されている。
【0026】
これにより、堆積底泥が除去され底質改良材が散布混合された改質底面8を、これより高く突出した囲繞堤4で囲い込んだ状態となるため、周囲の底面3付近の浮泥9や底泥10の動きは囲繞堤4で阻止され、これらの浮泥9や底泥10が囲繞堤4で囲まれた領域内へ流入するのを抑制できるので、底泥10の堆積を大幅に低減することができる。
【0027】
これにより、囲繞堤4で囲まれた領域内の底質は大幅に改善され、改質底面8において魚介類11の餌となる各種底棲生物の棲息、繁殖が可能となって生態系が回復するので、人工漁場1の構築後は長期間に亘って魚介類11や海藻類12などの棲息に適した環境を長期間にわたって確保することができる。
【0028】
また、人工漁場1は、海2の底面3に、平面視形状が閉じた図形の一つである六角形状の囲繞堤4を形成し、堆積底泥を浚渫除去し、改質底面8を形成すればよいので、底泥10の堆積により底質が悪化している海2であっても岸辺の存在を前提とすることなく比較的容易に構築することができる。なお、人工漁場1は前記と逆の手順、即ち、底面3の所定領域内の堆積底泥を浚渫除去し、改質底面8を形成した後、改質底面8を包囲するように六角形状の囲繞堤4を形成することによっても構築することができる。
【0029】
囲繞堤4は、複数の土嚢5の集積体をネット6aで覆って形成しているので、比較的簡単な工程によって自然環境への悪影響のない人工漁場1を構築することができるほか、潮流や波浪の影響が大きな海2における土嚢5の散逸を防止することができる。
【0030】
また、囲繞堤4で包囲された改質底面8は耕耘を施されたことにより、底質層が撹拌、混合され、海中の溶存酸素も供給されるので、底棲生物の活性化が図られ、魚介類11や海藻類12の棲息環境を向上させることができる。
【0031】
また、囲繞堤4で包囲された改質底面8は、耕耘の際に、底質改良材として、非水溶性の粒状物質である砂13、非水溶性の多孔質粒状体である多孔質発泡ガラス粒14、カルシウム・マグネシウムを主成分とする水溶性物質である海水抽出のミネラル剤を分散混合させているため、自然のままでは改質不可能な底質を積極的に改善し、底棲生物などの棲息、繁殖に適した環境を短期間で整えることが可能であり、人工漁場1の早期構築を図ることができる。これらの底質改良材は前記耕耘作業の際に散布したので、改質底面8に均一に分散混合させることができた。
【0032】
この場合、改質底面8に分散混合されている砂13により魚介類の好む底質土の粒径を確保することができ、多孔質発泡ガラス粒子14は水中微生物の住処となる多数の孔を有しているので底棲生物の増加を図ることができるほか、砂13と同様に底質土の粒径調整にも寄与するはたらきがある。また、カルシウム・マグネシウムを主成分とする水溶性物質を分散混合させることで、改質底面8は長期間にわたって弱アルカリ性に保たれ、バクテリアが活性化されてヘドロの分解が進むとともに、硫化水素を発生させる硫酸塩還元菌の繁殖を抑制することができる。なお、本実施形態において、多孔質発泡ガラス粒子14として、日本建設技術株式会社・建設環境エンジニアリング有限会社製のミラクルソル(商品名)を使用したところ、底棲生物が増加し、底質土の粒径調整機能などの優れた効果が得られた。
【0033】
なお、非水溶性の粒状物質としては砂13のほかガラス粒子、砕石細骨材、ガラスビーズなども使用可能であり、非水溶性の多孔質粒状体としては多孔質発泡ガラス粒子のほか多孔質天然鉱物であるシラスや降下石あるいは多孔質人工鉱物である高炉スラグや石炭灰なども使用可能である。カルシウム・マグネシウムを主成分とする水溶性物質としては、消石灰や海水抽出ミネラル剤などが使用可能であるが、本実施形態において、宇部マテリアル株式会社製のクリアウォーター(商品名)を使用したところ、改質底面8を長期間にわたって弱アルカリ性に維持することができ、硫酸塩還元菌の増殖が抑制され、底質からの硫化水素の発生も抑制することができた。
【0034】
一方、本実施形態では、土嚢5の充填材として、底面3から浚渫して脱水した底泥を用いているため、陸上からの充填材の搬入が不要であり、構築作業の工数削減を図ることができるほか、悪化した底面3の底質土を産業廃棄物として処分することなく有効利用できるという優れた効果も得られる。
【0035】
また、囲繞堤4の平面視形状を、この水域の潮流15を考慮し、潮流15の方向に沿った長い略六角形状としているため、海2に自然発生する潮流15などへの影響を最小限に抑制し、浮泥9などの流入を大幅に抑制することができ、万一、浮泥9などが囲繞堤4内へ流入することがあっても潮流15によって速やかに外部へ排出されるという効果が得られる。
【0036】
次に図3は本発明の第2実施形態である人工漁場20を模式的に示す垂直断面図である。なお、図3において、図1,図2と同記号を付している部分は前述した人工漁場1の場合と同じ機能、効果を有している部分であるため説明を省略する。
【0037】
本実施形態の人工漁場20は、海2の底面3に、底面3より高く突出し平面視形状が閉じた図形をなす囲繞堤21を柵状部材22によって形成し、囲繞堤21で包囲された底面の堆積底泥を浚渫除去し、底質改質材を散布し耕耘を施して形成したものである。人工漁場20では、土嚢5に比べ非常に軽い柵状部材22で囲繞堤21を形成しているため、底面3が不同沈下などを生じやすい軟弱地盤である場合、囲繞堤21の高さを底面地形に応じて調節する必要がある場合などに好適である。その他の基本的機能および効果については、人工漁場1と同様である。
【0038】
以上の実施の形態では、海2の底面3に人工漁場1,20を構築した例について説明しているが、本発明の人工漁場はこれらに限定するものではないので、干潮時に海2の水面が底面3より低くなる干潟域や砂浜域などにおいても構築可能であり、海洋や湾海などの海域のほか湖沼などにおいても構築可能である。
【0039】
次に図4〜図6を参照して本発明の第3実施形態である人工漁場30について説明する。なお、図4〜図6において、前述した人工漁場1と同じ機能、効果を発揮する部分は図1,図2と同記号を付して説明を省略する。
【0040】
図4に示すように、人工漁場30は、前述した手順で形成された改質底面8と、底面3より高く突出し改質底面8を包囲するように形成された略六角形状の囲繞堤31とによって構築されている。囲繞堤31は、図5に示すように、土嚢5よりも大型の土嚢32を略六角形状に並べ、土嚢32の上部をロープ34で押さえ、底面に打ち込まれた木杭33にロープ34の端部を固定することによって形成されている。
【0041】
図6に示すように、土嚢32は、柔軟な合成樹脂シートで形成されたフレキシブルコンテナと呼ばれる袋体内に底面3から浚渫して脱水した底泥を充填して形成されている。1個の土嚢32の高さは囲繞堤31の高さに等しく、土嚢32を水平方向に並べていくことで囲繞堤31を形成していくことができるため、図1,図2に示す囲繞堤4よりも短期間で囲繞堤31を形成することができる。また、複数の土嚢31を予め水平方向に連結したものを沈設する工法を採用すれば、さらに工期を短縮することができる。
【0042】
人工漁場30においては、図5,図6に示すように、囲繞堤31で包囲された改質底面8の表面8aの高さを、周囲の底面3よりも高くしているため、浮泥などが囲繞堤31内へ流入したり、堆積するのを防止する機能に優れている。その他の基本的機能および効果については、人工漁場1と同様である。
【0043】
なお、人工漁場30の場合、図5に示すように、囲繞堤31で包囲された領域を覆う網状体35を敷設することも可能であり、これによって、改質底面8に棲息する生物に危害を加える魚介類の侵入を阻止することができる。この網状体35の網目の大きさは、侵入を阻止すべき魚介類のサイズに応じて設定することができる。
【0044】
次に図7〜図9を参照して、本発明の第4実施形態である人工漁場40について説明する。なお、図7〜図9において、前述した人工漁場1と同じ機能、効果を発揮する部分は図1,図2と同記号を付して説明を省略する。
【0045】
図7,図8に示すように、人工漁場40は、底面3より高く突出するように形成された長方形状の囲繞堤41と、囲繞堤41で包囲された領域内に前述した手順で形成された改質底面8とで構築されている。囲繞堤41は、図8,図9に示すように、底面3に打ち込まれた木杭42,43に木板44を垂直に固定することによって形成されている。
【0046】
人工漁場40においても、改質底面8の表面8aは周囲の底面3よりも高く設定されているため、前述した人工漁場30と同様の機能、効果を発揮するが、土嚢に比べ非常に軽い木杭42,43および木板44で囲繞堤41を形成しているため、底面3が不同沈下などを生じやすい軟弱地盤である場合、囲繞堤41の高さを底面地形に応じて調節する必要がある場合などに好適であり、撤去作業や移動作業も比較的容易である。その他の基本的機能および効果については、人工漁場1と同様である。
【0047】
次に図10,図11を参照して、本発明の第5,第6実施形態である人工漁場50,60について説明する。図10および図11において、前述した人工漁場30,40と同じ機能、効果を発揮する部分は図4〜図9と同記号を付して説明を省略する。
【0048】
図10に示す人工漁場50は、人工漁場30と同様、土嚢32を並べることによって底面3より高く突出して形成された囲繞堤51と、囲繞堤51内に前述した手順で形成された改質底面8とによって構築されている。
【0049】
図11に示す人工漁場60は、人工漁場40と同様、底面3に打ち込んだ木杭42,43に木板44を取り付けることによって形成された囲繞堤61と、囲繞堤61内に前述した手順で形成された改質底面8とによって構築されている。
【0050】
人工漁場50,60においては、改質底面8の表面8bを囲繞堤51,61の高さと略同一としているため、改質底面8は囲繞堤51,61の周辺の底面3より高く盛り上がった状態となっている。これによって、改質底面8上を通過する自然水流の速度は周辺の底面3上を通過する自然水流の速度よりも大となるため、改質底面8上に浮泥が流入したり、底泥が堆積したりするのを防止することができる。その他の基本的な機能、効果などはそれぞれ人工漁場30,40と同様である。
【0051】
【発明の効果】
本発明により、以下に示す効果を奏する。
【0052】
(1)海洋、湾海、湖沼の底面に前記底面より高く突出し平面視形状が閉じた図形をなすように形成した囲繞堤と、前記囲繞堤で包囲された領域とを備えたことにより、底泥の堆積で底質が悪化している海洋、湾海、湖沼などに、岸辺の存在を前提とすることなく比較的容易に人工漁場を構築することが可能となり、構築後は長期間に亘って魚介類、海藻類などの棲息に適した環境を確保することができる。
【0053】
(2)前記囲繞堤で包囲された領域内の堆積底泥を除去して改質底面とすれば、自然水流に基づく旋回水流よる底泥排出作用に頼る場合よりも速やかに底質を改善できるため、魚介類、海藻類などの棲息に適した環境を構築後早期に確保することができる。
【0054】
(3)前記囲繞堤を複数の土嚢の集積体または柵状部材で形成することにより、比較的簡単な作業と短期間の工程で自然環境への悪影響のない人工漁場を構築することができ、土嚢で囲繞堤を形成する場合は浚渫した底泥を産業廃棄物として投棄することなく再利用でき、柵状部材で囲繞堤を形成する場合は土嚢に比べ軽量化できるため施工が容易となり、囲繞堤の修正作業や撤去作業も簡単である。
【0055】
(4)前記囲繞堤で包囲された改質底面に耕耘を施すことにより、底質層が撹拌、混合され水中の溶存酸素も供給されるので、底棲生物の活性化が図られ、魚介類や海藻類の棲息環境が向上する。
【0056】
(5)前記囲繞堤で包囲された改質底面に底質改良材を分散混合させることにより、自然のままでは回復不可能な底質を積極的に改善し、底棲生物などの棲息、繁殖に適した環境を短期間で整えることができるようになるので、人工漁場の早期構築を図ることができる。
【0057】
(6)囲繞堤内の改質底面の高さを囲繞堤の高さと略同一とすれば、改質底面は囲繞堤周辺の底面より高く盛り上がった状態となり、改質底面上を通過する自然水流の速度が周辺の底面上を通過する自然水流の速度よりも大となるため、改質底面上に浮泥が流入したり、底泥が堆積したりするのを防止することができる。
【0058】
(7)前記底質改良材として、非水溶性の粒状物質を用いれば改質底面の粒度組成を底棲生物が生息可能な粒度程度に改善することができ、非水溶性の多孔質粒状体を用いれば水中微生物の住処となって底棲生物の増加を図ることができるほか、底質の粒度調整を図ることができ、カルシウム・マグネシウムを主成分とする水溶性物質を用いれば改質底面のpH調整が可能となり、微生物の活動をコントロールすることができ、底面構成層からの硫化水素の発生を抑制することができる。
【0059】
(8)前記土嚢の充填材として底面から浚渫して脱水した底泥を用いれば、陸上からの充填材の搬入が不要となるので構築作業の工数削減を図ることができるほか、悪化した底泥を構築工事の施工場所で利用することとなるので産業廃棄物の発生をなくすことができる。
【0060】
(9)前記囲繞堤の平面視形状を、水流方向に沿って長い多角形状、楕円形状、紡錘形状、長円形状とすることにより、海流、潮流あるいは湖底流など海洋、湾海、湖沼に自然発生する水流への影響を最小限に抑制することができるため、浮泥などが囲繞堤内へ流入するのを防止できるほか、囲繞堤内に浮泥が流入することがあっても水流によって速やかに外部へ放出できる。
【0061】
(10)前記囲繞堤で包囲された領域内の少なくとも一部を覆う網状体を敷設すれば、囲繞堤で包囲された領域内に棲息する生物に危害を加えるおそれのある他の魚介類などの侵入を阻止することができる。
【図面の簡単な説明】
【図1】本発明の第1実施形態である人工漁場を模式的に示す斜視図である。
【図2】図1に示す人工漁場の垂直断面図である。
【図3】本発明の第2実施形態である人工漁場を模式的に示す垂直断面図である。
【図4】本発明の第3実施形態である人工漁場を示す斜視図である。
【図5】図4に示す人工漁場の垂直断面図である。
【図6】図5の一部拡大図である。
【図7】本発明の第4実施形態である人工漁場を示す平面図である。
【図8】図7に示す人工漁場の垂直部分断面図である。
【図9】図7に示す人工漁場を構成する囲繞堤の部分斜視図である。
【図10】本発明の第5実施形態である人工魚場を示す垂直部分断面図である。
【図11】本発明の第6実施形態である人工漁場を示す垂直部分断面図である。
【符号の説明】
1,20,30,40,50,60 人工漁場
2 海
3 底面
4,21,31,41,51,61 囲繞堤
5,32 土嚢
6a ネット
6b,34 ロープ
7,33,42,43 木杭
8 改質底面
8a,8b 表面
9 浮泥
10 底泥
11 魚介類
12 海藻類
13 砂
14 多孔質発泡ガラス粒
15 潮流
22 柵状部材
35 網状体
44 木板
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an artificial fishing ground that is constructed using the bottom surface of the ocean, lakes, and the like.
[0002]
[Prior art]
Traditionally, many benthic organisms and seafood lived in the seas near Japan, inland seas, bay seas and lakes, and have been a treasure trove of local fishery resources. There have been many reports of significant declines.
[0003]
There are various factors that can cause this drastic decrease in catch, and there are also causes specific to the region, so it cannot be determined in general. However, as fishermen have pointed out, it depends on the mud that accumulates on the bottom. Various organisms living on the bottom surface due to the deterioration of bottom sediment have been reduced and killed, fish and shellfish using these as food have drastically decreased, and the natural environment cycle such as water purification by these bottom rod organisms has changed. Is considered to be one of the major causes of the sharp decline in catch.
[0004]
Therefore, in order to recover from the sluggish fishing in the near sea and inland sea, a submerged dike is constructed in the sea area close to the coast, and the seabed surrounded by the dike is artificially improved, so that the water level is relatively flat. Of shallow seawater that is shallow and suitable for the breeding of abalone, sazae, sea urchin, sea cucumber, etc. that use these seaweed as food, and coastal useful seafood that gradually descends toward the offshore and gradually becomes deeper There is a technique for constructing an ocean area suitable for breeding to make an artificial fishing ground capable of cultivating fishery (for example, see Patent Document 1).
[0005]
[Patent Document 1]
JP 09-117234 A (page 2-6)
[0006]
[Problems to be solved by the invention]
The artificial fishing ground described in Patent Document 1 artificially improves a part of the sea area close to the coast and is premised on the existence of the coast. Can not do it.
[0007]
In addition, since the artificial fishing ground does not have a function to prevent sediment deterioration due to sediment accumulation, etc., when constructed on the seabed where sediment degradation has progressed due to sediment accumulation as described above, As time elapses, bottom mud gradually accumulates again in the artificial fishing ground, which may make it impossible for fish and shellfish to live.
[0008]
The problem to be solved by the present invention can be constructed relatively easily without assuming the existence of a shore in the ocean, bay sea, lakes, etc., where the sediment quality has deteriorated due to sedimentation of bottom mud, It is to provide an artificial fishing ground that can secure an environment suitable for the habitat of seafood, seaweed and the like for a long time after construction.
[0009]
[Means for Solving the Problems]
An artificial fishing ground of the present invention includes a surrounding dam formed so as to form a figure projecting higher than the bottom surface and having a closed plan shape on the bottom surface of the ocean, bay sea, and lake, and a region surrounded by the surrounding dam. It is characterized by that.
[0010]
By adopting such a configuration, a part of the bottom surface is surrounded by a Go bank that protrudes higher than this, so the swirling water flow based on the current that naturally occurs in the ocean, bay sea, and lakes It is generated in the enclosed area, and the bottom mud present in the Go bank is rolled up and discharged outside the Go bank. Therefore, the floating mud near the bottom of the surrounding area and the accumulation of bottom mud are greatly reduced in the area surrounded by the Go bank, and the sediment quality is improved in the area surrounded by the Go bank. As a result, the habitat and breeding of various benthic organisms that feed on seafood become possible, and the ecosystem is restored, ensuring an environment suitable for the habitat of seafood, seaweeds, etc. for a long time after construction. can do.
[0011]
In addition, it is only necessary to form a closed embankment that forms a closed figure in a plan view that protrudes higher than this on the bottom of the ocean, etc. Even if there is, it can be constructed without assuming the existence of the shore.
[0012]
Here, if sediment bottom mud in the area surrounded by the Go bank is removed to form a modified bottom surface, the bottom quality can be improved more quickly than when relying on bottom mud discharge by swirling water flow based on natural water flow. Therefore, after construction, an environment suitable for habitat such as seafood and seaweed can be secured at an early stage.
[0013]
In this case, according to the construction conditions, etc., after forming a closed bank with a closed shape in plan view on the bottom of the ocean, etc., the bottom sediment of the area surrounded by the closed bank is removed by dredging. A method of forming a shape or a closed embankment that forms a closed bottom shape so as to surround the modified bottom after forming a modified bottom by removing dredged sediment from the bottom area of the bottom such as the ocean Any of the construction methods for forming can be employed.
[0014]
An artificial fishing ground that does not adversely affect the natural environment can be constructed by a relatively simple operation and a short-term process by forming the Go bank with a plurality of sandbag aggregates or fence-like members. When forming a Go dyke with aggregates of water, it is possible to fill the sandbag with dredged and dewatered bottom mud from the surrounding sea area, so that dredged bottom mud can be reused without being dumped as industrial waste . In addition, when the Go bank is formed with a fence-like member, the construction can be facilitated because the weight can be reduced as compared to the sandbag, and the Go work can be easily corrected and removed.
[0015]
Here, by plowing the modified bottom surface surrounded by the Go bank, the bottom layer is stirred and mixed, and dissolved oxygen in the water is also supplied. And habitat for seaweeds. The plowing work may be performed in a state where the modified bottom surface is submerged or in a state where the modified bottom surface is exposed to the atmosphere. For example, it is desirable to use an auger-type tilling machine having a spiral-shaped tilling implement or a wing-type tilling machine using jet water together.
[0016]
In addition, by dispersing and mixing the bottom sediment improvement material on the modified bottom surrounded by the Go bank, the bottom sediment that cannot be recovered in its natural state is positively improved. Since a suitable environment can be prepared in a short period of time, an artificial fishing ground can be constructed early. In addition, it is desirable that the bottom quality improving material is sprayed during the tilling work, so that the bottom quality improving material can be uniformly dispersed and mixed on the modified bottom surface.
[0017]
In this case, the height of the modified bottom formed in the Go embankment can be adjusted by the application amount of the bottom sediment improvement material, so the depth of the construction site, the strength of the water current, the type of seafood to live in, The height of the modified bottom surface can be set according to the size.
[0018]
On the other hand, the height of the modified bottom surface formed in the Go bank can be made substantially the same as the height of the Go bank. With such a configuration, the modified bottom surface rises higher than the bottom surface around the Go bank. Since the speed of the natural water flow passing over the reformed bottom surface is greater than the speed of the natural water flow passing over the surrounding bottom surface, floating mud flows into the reformed bottom surface, or bottom mud accumulates. Can be prevented.
[0019]
As the bottom material improving material, a water-insoluble granular material, a water-insoluble porous granular material, a water-soluble material mainly composed of calcium / magnesium and the like are desirable. By using water-insoluble particulate matter, the particle size composition of the modified bottom surface can be improved to such a level that can be inhabited by benthic organisms. In addition to being able to increase the number of benthic organisms, it is possible to adjust the particle size of the bottom sediment in the same manner as the granular material. In addition, if a water-soluble substance mainly composed of calcium and magnesium is used, the pH of the modified bottom surface can be adjusted, the activity of microorganisms can be controlled, and the generation of hydrogen sulfide from the bottom surface constituent layer can be suppressed. Can do.
[0020]
As the water-insoluble granular material, seabed sand, riverbed gravel, crushed stone aggregate, glass particles, glass beads and the like are suitable, and as the water-insoluble porous granular material, porous foamed glass particles, porous Natural minerals (natural gravel, shirasu, fall pumice, etc.) and porous artificial minerals (blast furnace slag, coal ash, etc.) are suitable, and water-soluble substances mainly composed of calcium and magnesium include slaked lime and seawater extracted minerals. For example, clear water (trade name) manufactured by Ube Materials Co., Ltd. can be used. As the porous foam glass particles, Miracle Sol (trade name) manufactured by Nippon Construction Technology Co., Ltd. or Construction Environment Engineering Co., Ltd. can be used.
[0021]
On the other hand, if the bottom mud that has been drained from the bottom surface is used as the sandbag filler, it is not necessary to carry the filler from the land, so that the number of man-hours for construction work can be reduced. In addition, since the deteriorated bottom mud is used at the construction site, the generation of industrial waste can be eliminated.
[0022]
In addition, the shape of the Go embankment in plan view is a polygon, ellipse, spindle, or ellipse that is long in the direction of water flow, so that it naturally occurs in oceans, tidal currents, lake bottoms, etc. In addition to preventing floating mud from flowing into the Go bank, even if floating mud flows into the Go bank, the water stream can quickly move outside. Released.
[0023]
Furthermore, it is also possible to lay a net-like body that covers at least a part of the area surrounded by the go bank. By laying such a mesh body, it is possible to prevent the invasion of organisms larger than the mesh of the mesh body, thus preventing the invasion of seafood and the like that may harm the organisms living in the area surrounded by the surrounding embankment can do. In this case, the size of the mesh of the reticulate body can be determined according to the size of the seafood to be prevented from entering.
[0024]
DETAILED DESCRIPTION OF THE INVENTION
FIG. 1 is a perspective view schematically showing an artificial fishing ground according to the first embodiment of the present invention, and FIG. 2 is a vertical sectional view of the artificial fishing ground shown in FIG.
[0025]
The artificial fishing ground 1 of the present embodiment forms a surrounding dam 4 that protrudes higher than the bottom surface 3 and has a substantially hexagonal shape in plan view on the bottom surface 3 of the sea 2. Then, the modified bottom surface 8 is formed by spraying the bottom quality improving material and plowing. The Go embankment 4 has a shape that takes into account the influence of the water flow direction, etc., and a plurality of sandbags 5 are stacked, the upper surface thereof is covered with a net 6a and a rope 6b, and the periphery of the net 6a and the end of the rope 6b are placed on the bottom surface 3. It is constructed by fixing it to the driven pile 7.
[0026]
As a result, the modified bottom surface 8 from which the sedimentary bottom mud has been removed and the bottom sediment improving material has been dispersed and mixed is surrounded by the surrounding embankment 4 that protrudes higher than the modified bottom surface 8. Since the movement of the bottom mud 10 is blocked by the Go bank 4, and the floating mud 9 and the bottom mud 10 can be prevented from flowing into the area surrounded by the Go bank 4, the accumulation of the bottom mud 10 is greatly reduced. Can be reduced.
[0027]
As a result, the sediment in the area surrounded by the Go bank 4 is greatly improved, and the bottom surface of the modified bottom surface 8 is able to inhabit and breed various benthic organisms that feed on the fish and shellfish 11, thereby restoring the ecosystem. Therefore, after construction of the artificial fishing ground 1, it is possible to ensure an environment suitable for habitat such as seafood 11 and seaweed 12 over a long period of time.
[0028]
In addition, the artificial fishing ground 1 forms a hexagonal Go embankment 4 which is one of the figures whose plan view is closed on the bottom surface 3 of the sea 2, removes sediment bottom mud, and forms a modified bottom surface 8. Therefore, even in the sea 2 where the bottom sediment is deteriorated due to the accumulation of the bottom mud 10, it can be constructed relatively easily without assuming the existence of a shore. In addition, the artificial fishing ground 1 has a hexagonal shape so as to surround the reformed bottom surface 8 after removing the sediment bottom mud in the predetermined region of the bottom surface 3 and forming the modified bottom surface 8 in the reverse procedure to the above. It can also be constructed by forming the Go bank 4.
[0029]
Since the Go bank 4 is formed by covering a plurality of sandbags 5 with a net 6a, it is possible to construct an artificial fishing ground 1 that does not adversely affect the natural environment by a relatively simple process. Dissipation of the sandbag 5 in the ocean 2 where the influence of waves is great can be prevented.
[0030]
Further, the modified bottom surface 8 surrounded by the Go bank 4 has been plowed, so that the bottom layer is stirred and mixed, and dissolved oxygen in the sea is also supplied, so that the bottom organisms are activated. The habitat environment of the seafood 11 and the seaweed 12 can be improved.
[0031]
Further, the modified bottom surface 8 surrounded by the Go bank 4 is a sand foam 13 which is a water-insoluble granular substance and a porous foam which is a water-insoluble porous granular material as a bottom material improving material during tilling. Because it is dispersed and mixed with glass grains 14 and minerals extracted from seawater, which is a water-soluble substance mainly composed of calcium and magnesium, it actively improves the bottom sediment that cannot be modified by itself. It is possible to prepare an environment suitable for living and breeding of living organisms in a short period of time, and early construction of the artificial fishing ground 1 can be achieved. Since these bottom quality improving materials were dispersed during the tillage work, they could be uniformly dispersed and mixed on the modified bottom surface 8.
[0032]
In this case, the sand 13 dispersed and mixed on the modified bottom surface 8 can secure the particle size of the bottom soil preferred by fish and shellfish, and the porous foamed glass particles 14 have a large number of pores serving as a place for submerged microorganisms. Since it has, it is possible to increase the number of benthic organisms and, like the sand 13, it contributes to the particle size adjustment of the sediment. In addition, by dispersing and mixing water-soluble substances mainly composed of calcium and magnesium, the modified bottom surface 8 is kept weakly alkaline for a long period of time, the bacteria are activated and the decomposition of sludge proceeds, and hydrogen sulfide is added. Propagation of sulfate-reducing bacteria to be generated can be suppressed. In this embodiment, when Miracle Sol (trade name) manufactured by Nippon Construction Technology Co., Ltd. and Construction Environment Engineering Co., Ltd. is used as the porous foam glass particle 14, the number of benthic organisms increases, Excellent effects such as a particle size adjusting function were obtained.
[0033]
In addition to sand 13, glass particles, crushed fine aggregates, glass beads, etc. can be used as the water-insoluble particulate material, and the water-insoluble porous particulate material is porous in addition to porous foam glass particles. Natural minerals such as shirasu and fallen stones or porous artificial minerals such as blast furnace slag and coal ash can also be used. As a water-soluble substance mainly composed of calcium and magnesium, slaked lime, seawater extract mineral agent, and the like can be used. In this embodiment, when clear water (trade name) manufactured by Ube Material Co., Ltd. is used, The modified bottom surface 8 could be kept weakly alkaline for a long period of time, the growth of sulfate-reducing bacteria was suppressed, and the generation of hydrogen sulfide from the sediment could be suppressed.
[0034]
On the other hand, in this embodiment, since the bottom mud that has been dehydrated from the bottom surface 3 is used as the filler for the sandbag 5, it is not necessary to carry in the filler from the land, and the number of man-hours for construction work can be reduced. In addition, it is possible to obtain an excellent effect that the deteriorated bottom soil 3 can be effectively used without being disposed of as industrial waste.
[0035]
In addition, since the shape of the Go embankment 4 in plan view is a long, substantially hexagonal shape along the direction of the tidal current 15 in consideration of the tidal current 15 in this water area, the influence on the tidal current 15 that naturally occurs in the sea 2 is minimized. It is possible to suppress the inflow of the floating mud 9 and the like, and even if the floating mud 9 or the like flows into the go bank 4, it is quickly discharged to the outside by the tidal current 15. An effect is obtained.
[0036]
Next, FIG. 3 is a vertical sectional view schematically showing an artificial fishing ground 20 according to a second embodiment of the present invention. In FIG. 3, the portions denoted by the same reference numerals as those in FIGS. 1 and 2 are the portions having the same functions and effects as those of the artificial fishing ground 1 described above, and thus description thereof is omitted.
[0037]
The artificial fishing ground 20 of the present embodiment has a bottom surface 3 surrounded by the surrounding bank 21 formed on the bottom surface 3 of the sea 2 by a fence-like member 22 formed with a fence-like member 22 that is higher than the bottom surface 3 and has a closed plan view. It is formed by removing the bottom sediment from the soil, spraying the bottom modifier and plowing it. In the artificial fishing ground 20, the Go dyke 21 is formed by a fence-like member 22 that is much lighter than the sandbag 5. Therefore, when the bottom 3 is a soft ground that tends to cause uneven settlement, the height of the Go dyke 21 is set to the bottom. This is suitable when it is necessary to adjust according to the terrain. Other basic functions and effects are the same as those of the artificial fishing ground 1.
[0038]
In the above embodiment, an example in which the artificial fishing grounds 1 and 20 are constructed on the bottom surface 3 of the sea 2 has been described. However, the artificial fishing ground of the present invention is not limited to these, so the water surface of the sea 2 at low tide. Can be constructed in tidal flats and sandy beaches where the bottom is lower than the bottom surface 3 and can be constructed in oceans such as the ocean and bay seas as well as lakes.
[0039]
Next, an artificial fishing ground 30 according to a third embodiment of the present invention will be described with reference to FIGS. 4 to 6, the same function and effect as those of the artificial fishing ground 1 described above are denoted by the same reference numerals as those in FIGS. 1 and 2, and description thereof is omitted.
[0040]
As shown in FIG. 4, the artificial fishing ground 30 includes a modified bottom surface 8 formed by the above-described procedure, and a substantially hexagonal surrounding dam 31 that protrudes higher than the bottom surface 3 and surrounds the modified bottom surface 8. Is built by. As shown in FIG. 5, the Go bank 31 has sandbags 32 larger than the sandbag 5 arranged in a substantially hexagonal shape, the top of the sandbag 32 is pressed with a rope 34, and the end of the rope 34 is placed on a wooden pile 33 driven into the bottom surface. It is formed by fixing the part.
[0041]
As shown in FIG. 6, the sandbag 32 is formed by filling a bag body called a flexible container formed of a flexible synthetic resin sheet with bottom mud dehydrated from the bottom surface 3. Since the height of one sandbag 32 is equal to the height of the Gobank 31 and the sandbag 32 can be formed by arranging the sandbags 32 in the horizontal direction, the Goke bank shown in FIGS. The Go bank 31 can be formed in a shorter period than four. Moreover, if a construction method in which a plurality of sandbags 31 connected in advance in the horizontal direction is employed, the construction period can be further shortened.
[0042]
In the artificial fishing ground 30, as shown in FIGS. 5 and 6, the height of the surface 8 a of the modified bottom surface 8 surrounded by the surrounding bank 31 is higher than the surrounding bottom surface 3, so that floating mud, etc. Is excellent in the function of preventing inflow or accumulation in the Go bank 31. Other basic functions and effects are the same as those of the artificial fishing ground 1.
[0043]
In the case of the artificial fishing ground 30, as shown in FIG. 5, it is also possible to lay a net-like body 35 that covers the area surrounded by the surrounding dam 31, thereby harming the organisms living on the modified bottom surface 8. Can prevent the intrusion of seafood. The mesh size of the net-like body 35 can be set according to the size of the seafood to be prevented from entering.
[0044]
Next, with reference to FIGS. 7-9, the artificial fishing ground 40 which is 4th Embodiment of this invention is demonstrated. 7-9, the part which demonstrates the same function and effect as the artificial fishing ground 1 mentioned above attaches | subjects the same symbol as FIG. 1, FIG. 2, and abbreviate | omits description.
[0045]
As shown in FIGS. 7 and 8, the artificial fishing ground 40 is formed in the rectangular surrounding ridge 41 formed so as to protrude higher than the bottom surface 3, and in the region surrounded by the surrounding ridge 41, according to the procedure described above. And a modified bottom surface 8. As shown in FIGS. 8 and 9, the go bank 41 is formed by vertically fixing a wooden board 44 to wooden piles 42 and 43 driven into the bottom surface 3.
[0046]
Also in the artificial fishing ground 40, since the surface 8a of the modified bottom surface 8 is set higher than the surrounding bottom face 3, the same function and effect as the artificial fishing ground 30 described above are exhibited, but the tree is much lighter than the sandbag. Since the surrounding bank 41 is formed by the piles 42 and 43 and the wooden board 44, the height of the surrounding bank 41 needs to be adjusted according to the bottom topography when the bottom surface 3 is a soft ground that is likely to cause uneven settlement. It is suitable for the case and the removal work and the moving work are relatively easy. Other basic functions and effects are the same as those of the artificial fishing ground 1.
[0047]
Next, with reference to FIG. 10, FIG. 11, the artificial fishing grounds 50 and 60 which are the 5th and 6th embodiment of this invention are demonstrated. 10 and 11, the same function and effect as those of the artificial fishing grounds 30 and 40 described above are denoted by the same reference numerals as in FIGS. 4 to 9, and description thereof is omitted.
[0048]
The artificial fishing ground 50 shown in FIG. 10 is similar to the artificial fishing ground 30, the Go bank 51 formed so as to protrude higher than the bottom surface 3 by arranging the sandbags 32, and the modified bottom surface formed in the Go bank 51 in the above-described procedure. 8 and built.
[0049]
The artificial fishing ground 60 shown in FIG. 11 is formed in the same manner as the artificial fishing ground 40 in the above-mentioned procedure in the Go bank 61 formed by attaching the wooden board 44 to the wooden piles 42 and 43 driven into the bottom surface 3. The modified bottom surface 8 is constructed.
[0050]
In the artificial fishing grounds 50 and 60, the surface 8 b of the modified bottom surface 8 is substantially the same as the height of the surrounding dams 51 and 61, so the modified bottom surface 8 is raised higher than the bottom surface 3 around the surrounding dams 51 and 61. It has become. As a result, the speed of the natural water flow passing over the reformed bottom surface 8 becomes larger than the speed of the natural water flow passing over the surrounding bottom surface 3, so that floating mud flows into the reformed bottom surface 8, Can be prevented from being deposited. Other basic functions and effects are the same as those of the artificial fishing grounds 30 and 40, respectively.
[0051]
【The invention's effect】
The present invention has the following effects.
[0052]
(1) The bottom of the ocean, the gulf sea, and the lake are provided with a go bank formed so as to form a figure projecting higher than the bottom face and having a closed shape in plan view, and a region surrounded by the go bank. Artificial fishing grounds can be constructed relatively easily in oceans, bay seas, lakes, etc., where the sediment quality has deteriorated due to mud accumulation, without assuming the presence of shores. It is possible to secure an environment suitable for the habitat of seafood and seaweed.
[0053]
(2) If sediment bottom mud in the area surrounded by the Go bank is removed and used as a modified bottom surface, the sediment quality can be improved more quickly than when relying on bottom mud discharge by swirling water flow based on natural water flow. Therefore, an environment suitable for habitat of seafood, seaweeds, etc. can be secured early after construction.
[0054]
(3) By forming the Go dyke with a plurality of sandbags or fence-like members, it is possible to construct an artificial fishing ground that does not adversely affect the natural environment with relatively simple work and short-term processes, When forming a Go dyke with sandbags, dredged mud can be reused without being dumped as industrial waste, and when forming a Go dyke with fence-like members, construction can be made easier because the weight can be reduced compared to sandbags. It is easy to modify and remove the bank.
[0055]
(4) By plowing the modified bottom surface surrounded by the Go bank, the bottom layer is agitated and mixed, and dissolved oxygen in the water is also supplied. And habitat for seaweeds.
[0056]
(5) By dispersing and mixing the bottom improvement material on the modified bottom surrounded by the Go bank, the bottom sediment that cannot be recovered in its natural state is positively improved. Since an environment suitable for fishing can be prepared in a short period of time, an artificial fishing ground can be constructed at an early stage.
[0057]
(6) If the height of the modified bottom surface in the Go bank is approximately the same as the height of the Go bank, the modified bottom surface rises higher than the bottom surface around the Go bank, and the natural water flow that passes over the modified bottom surface Since the velocity is larger than the velocity of the natural water flow passing over the surrounding bottom surface, floating mud can be prevented from flowing into the reformed bottom surface and sediment can be prevented from accumulating.
[0058]
(7) If a water-insoluble granular material is used as the bottom material improving material, the particle size composition of the modified bottom surface can be improved to a particle size that can be inhabited by benthic organisms. Can be used as an inhabitant for aquatic microorganisms and can increase the number of benthic organisms, and can adjust the particle size of the bottom sediment. If a water-soluble substance mainly composed of calcium and magnesium is used, the modified bottom surface can be used. PH adjustment is possible, the activity of microorganisms can be controlled, and the generation of hydrogen sulfide from the bottom surface constituting layer can be suppressed.
[0059]
(8) If the bottom mud dripped from the bottom is used as the filler for the sandbag, it is not necessary to carry in the filler from the land. Therefore, it is possible to eliminate the generation of industrial waste.
[0060]
(9) By making the shape of the Go embankment in a plan view with a long polygonal shape, an elliptical shape, a spindle shape, and an oval shape along the direction of the water current, it can naturally occur in oceans, tides, lake bottoms, etc. Since the influence on the generated water flow can be suppressed to the minimum, it is possible to prevent floating mud and the like from flowing into the Go bank, and even if floating mud flows into the Go bank, Can be released.
[0061]
(10) If a net-like body that covers at least a part of the area surrounded by the Go bank is laid, other fish and shellfish that may harm living organisms living in the area surrounded by the Go bank Intrusion can be prevented.
[Brief description of the drawings]
FIG. 1 is a perspective view schematically showing an artificial fishing ground according to a first embodiment of the present invention.
FIG. 2 is a vertical sectional view of the artificial fishing ground shown in FIG.
FIG. 3 is a vertical sectional view schematically showing an artificial fishing ground according to a second embodiment of the present invention.
FIG. 4 is a perspective view showing an artificial fishing ground according to a third embodiment of the present invention.
FIG. 5 is a vertical sectional view of the artificial fishing ground shown in FIG. 4;
6 is a partially enlarged view of FIG. 5;
FIG. 7 is a plan view showing an artificial fishing ground according to a fourth embodiment of the present invention.
FIG. 8 is a vertical partial sectional view of the artificial fishing ground shown in FIG. 7;
FIG. 9 is a partial perspective view of a Go bank that constitutes the artificial fishing ground shown in FIG. 7;
FIG. 10 is a vertical partial sectional view showing an artificial fish farm according to a fifth embodiment of the present invention.
FIG. 11 is a vertical partial sectional view showing an artificial fishing ground according to a sixth embodiment of the present invention.
[Explanation of symbols]
1,20,30,40,50,60 Artificial fishing ground 2 Sea 3 Bottom 4, 21, 31, 41, 51, 61 Go bank 5, 32 Sandbag 6a Net 6b, 34 Rope 7, 33, 42, 43 Wood pile 8 Modified bottom surface 8a, 8b Surface 9 Floating mud 10 Bottom mud 11 Seafood 12 Seaweed 13 Sand 14 Porous foam glass particle 15 Tidal current 22 Fence-like member 35 Net-like body 44 Wood board

Claims (10)

海洋、湾海、湖沼の底面に前記底面より高く突出し平面視形状が閉じた図形をなすように形成された囲繞堤と、前記囲繞堤で包囲された領域とを備えたことを特徴とする人工漁場。An artificial dam comprising a surrounding dam formed so as to form a figure projecting higher than the bottom surface and having a closed plan shape on the bottom surface of the ocean, bay sea, and lake, and a region surrounded by the dam Fishing grounds. 前記囲繞堤で包囲された領域内の堆積底泥を除去して改質底面とした請求項1記載の人工漁場。The artificial fishing ground according to claim 1, wherein sediment bottom mud in a region surrounded by the Go bank is removed to form a modified bottom surface. 前記囲繞堤を、複数の土嚢の集積体または柵状部材で形成した請求項1または2記載の人工漁場。The artificial fishing ground according to claim 1 or 2, wherein the go bank is formed of a plurality of sandbags or a fence-like member. 前記改質底面に耕耘を施した請求項2記載の人工漁場。The artificial fishing ground according to claim 2, wherein the modified bottom surface is plowed. 前記改質底面に底質改良材を分散混合させた請求項4記載の人工漁場。The artificial fishing ground according to claim 4, wherein a bottom quality improving material is dispersed and mixed on the modified bottom surface. 前記改質底面の高さを、前記囲繞堤の高さと略同一とした請求項5記載の人工魚場。The artificial fish farm according to claim 5, wherein the height of the modified bottom surface is substantially the same as the height of the Go bank. 前記底質改良材として、非水溶性の粒状物質、非水溶性の多孔質粒状体、カルシウム・マグネシウムを主成分とする水溶性物質のいずれか1以上を用いた請求項5または6記載の人工漁場。The artificial material according to claim 5 or 6, wherein any one or more of a water-insoluble granular material, a water-insoluble porous granular material, and a water-soluble material mainly composed of calcium and magnesium are used as the bottom material improving material. Fishing grounds. 前記土嚢の充填材として、前記底面から浚渫した底泥を用いた請求項3記載の人工漁場。The artificial fishing ground according to claim 3, wherein bottom mud dripped from the bottom surface is used as the filler for the sandbag. 前記囲繞堤の平面視形状が、水流方向に沿って長い多角形状、楕円形状、紡錘形状、長円形状である請求項1〜8のいずれかに記載の人工漁場。The artificial fishing ground according to any one of claims 1 to 8, wherein the shape of the Go bank in plan view is a polygonal shape that is long along the water flow direction, an elliptical shape, a spindle shape, or an oval shape. 前記囲繞堤で包囲された領域の少なくとも一部を覆う網状体を敷設した請求項1〜9のいずれかに記載の人工漁場。The artificial fishing ground in any one of Claims 1-9 which laid the net-like body which covers at least one part of the area | region enclosed by the said Go bank.
JP2002274742A 2002-09-20 2002-09-20 Artificial fishing ground Expired - Fee Related JP3753686B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013151787A (en) * 2012-01-24 2013-08-08 Chugoku Electric Power Co Inc:The Calcium hydroxide-containing granular material sand capping structure and method
KR101809351B1 (en) * 2016-02-12 2017-12-14 전라남도 Mass production method of sinonovacula constricta's artificial seeds
CN107897096A (en) * 2017-12-04 2018-04-13 中国水产科学研究院南海水产研究所 The mixed breeding pond of Penaeus monodon, Holothuria scabra and basket fish and polyculture method
CN115613583A (en) * 2022-12-15 2023-01-17 中国海洋大学 Offshore area rock foundation pit and construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013151787A (en) * 2012-01-24 2013-08-08 Chugoku Electric Power Co Inc:The Calcium hydroxide-containing granular material sand capping structure and method
KR101809351B1 (en) * 2016-02-12 2017-12-14 전라남도 Mass production method of sinonovacula constricta's artificial seeds
CN107897096A (en) * 2017-12-04 2018-04-13 中国水产科学研究院南海水产研究所 The mixed breeding pond of Penaeus monodon, Holothuria scabra and basket fish and polyculture method
CN107897096B (en) * 2017-12-04 2023-07-25 中国水产科学研究院南海水产研究所 Mixed culture pond for penaeus monodon, holothuria nobilis and siganus oramin and mixed culture method
CN115613583A (en) * 2022-12-15 2023-01-17 中国海洋大学 Offshore area rock foundation pit and construction method

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