JP2005105719A - Aquatic plant zone in water region having ebb and flow and affected by salt water - Google Patents

Aquatic plant zone in water region having ebb and flow and affected by salt water Download PDF

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JP2005105719A
JP2005105719A JP2003342345A JP2003342345A JP2005105719A JP 2005105719 A JP2005105719 A JP 2005105719A JP 2003342345 A JP2003342345 A JP 2003342345A JP 2003342345 A JP2003342345 A JP 2003342345A JP 2005105719 A JP2005105719 A JP 2005105719A
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water
vegetation
soil layer
river
vegetation soil
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JP4194460B2 (en
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Shuji Miyaoka
修二 宮岡
Masao Kuroiwa
正夫 黒岩
Kenji Onishi
健司 大西
Kazuhiro Arikado
和広 有門
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Obayashi Corp
Nichia Steel Works Ltd
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Nichia Steel Works Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an aquatic plant zone for preventing salt water from remaining in a vegetation soil layer at the low tide as much as possible, supplying fresh water to the vegetation soil layer, and raising aquatic plant such as reed. <P>SOLUTION: This zone 20 of aquatic plant such as reed is constructed in a predetermined area in a brackish water region in the mouth of a river. This zone 20 is provided with a vegetation base 26 whose upper face is set to a place higher than water surface height HL at low tide, the vegetation soil layer 28 provided on the vegetation base 26, a soil washing-away prevention means (for example, a bag body 36 of a sandbag 40) for preventing soil in the vegetation soil layer 28 from being washed away, and a driving channel 50 for leading fresh water into the vegetation soil layer 28. The driving channel 50 has an introduction port 52a in an upstream side part of the river whose height becomes larger than water surface height Hh at high tide in the brackish water region in the mouth of the river and an introduction port 52a in the river in a part in the vicinity of the mouth of the river whose water level becomes higher than water surface height HL at a low tide position in the brackish water region in the mouth of the river by a pipe channel 52 in which a discharge port 52b faces the vegetation soil layer 28. The discharge port 52b can be constituted by a pipe channel facing the vegetation soil layer 28. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、潮汐のある塩水の影響を受ける水域の所定エリアに設けられて、ヨシなどの水生植物の育成を図る水生植物帯に関する。   The present invention relates to an aquatic plant zone which is provided in a predetermined area of a water area affected by tidal salt water and which aims to grow aquatic plants such as reeds.

河川や湖沼等の水辺に生育するヨシなどの水生植物が、生活排水などによって汚染された水質の自然浄化に多大に寄与していることが知られており、水質の悪化した淡水の河川や湖沼等では、人工的にヨシ原を造成して水生植物を育成し、消失したヨシ原を再現して自然回帰させることが積極的に行われるようになってきた。   It is known that reeds and other aquatic plants that grow on the waterside of rivers and lakes contribute greatly to the natural purification of water quality contaminated by domestic wastewater, etc. Etc., it has been actively carried out to artificially create a reed field and cultivate aquatic plants, and to reproduce the lost reed field and naturally return.

この人工ヨシ原は、砂泥などの流失を防ぐための堰堤を所望する所定の造成エリアの周囲に巡らし、内部に植生土壌を入れてヨシの株や地下茎を植え付けて造成しており、淡水水域でのヨシ原の再現化を達成し得ている。   This artificial reed field is built around a predetermined building area where a dam to prevent the loss of sand and mud etc. is desired, and vegetation soil is put inside and reed stock and underground stems are planted, and freshwater bodies Reproduction of Yoshihara can be achieved.

ところで、近年、この様な人工ヨシ原を河口周辺の汽水域にも造成しようという試みが行われ始めているが、当該汽水域では、河川からの淡水が海水の表層に流れ込むとともに、潮の干満により潮位が変化するので、従来の淡水域の人工ヨシ原と同じ構造としたのでは、人工ヨシ原に入り込んだ汽水中の海水が排出されずに、その塩分の濃度が高まってヨシの生育が阻まれてしまうことになる。このため、汽水域に設ける水生植物帯にあっては、植生土壌の塩分を低く抑えられるようする必要がある。   By the way, in recent years, attempts have been made to create such artificial reed fields in the brackish water area around the estuary. In the brackish water area, fresh water from the river flows into the surface layer of seawater, and tides Because the tide level changes, if the structure is the same as that of a conventional freshwater artificial reed field, the seawater in the brackish water that has entered the artificial reed field will not be discharged, and the concentration of that salt will increase, preventing reed growth. It will be rare. For this reason, in the aquatic plant zone provided in the brackish water area, it is necessary to keep the salinity of the vegetation soil low.

そこで、このような汽水域でも水生植物の生育が図れる水生植物帯として、従来、例えば特許文献1に開示されている人工ヨシ原の提案がある。当該提案の人工ヨシ原は、図8に示すように、コンクリート護岸2に沿って所定の造成エリアの周囲をコ字状等に石積み堤4で囲うとともに、この石積み堤4の内側に、砂を充填した土嚢や砕石などを積み上げてなる土壌流亡防止層6を設けることで、透水性の土壌流亡防止堤8を構築し、この土壌流亡防止堤8の内部に、上面が平らで低潮位時の水面高よりも高所に位置する植生基盤10を設け、更にこの植生基盤10上に植生土壌12を入れてヨシなど水生植物の苗や地下茎を植えて育成するものである。   Thus, as an aquatic plant zone in which aquatic plants can grow even in such brackish water areas, there has been a proposal of an artificial reed field disclosed in, for example, Patent Document 1. As shown in FIG. 8, the proposed artificial reed field surrounds a predetermined building area along a concrete revetment 2 in a U shape with a stone embankment 4, and sand is placed inside the stone embankment 4. By providing a soil runoff prevention layer 6 formed by stacking filled sandbags and crushed stones, a permeable soil runoff prevention dike 8 is constructed. Inside the soil runoff prevention dike 8, the upper surface is flat and at a low tide level. A vegetation base 10 positioned higher than the water surface is provided, and a vegetation soil 12 is further placed on the vegetation base 10 to plant and grow aquatic plant seedlings and underground stems such as reeds.

そして、この水生植物帯によれば、上げ潮の高潮位時に植生土壌12上に汽水が冠水し、その後の引き潮時に水面高の低下が生じても、当該植生土壌12は透水性の土壌流亡防止堤8によって囲まれているので、植生土壌12の外部への流出を防ぎながら汽水を土壌流亡防止堤8を透過させて堤外に排出することができ、しかも汽水の水面が低潮位まで下がっていくに際しては、塩水の表層を覆う淡水が植生土壌12に残存する塩分を洗い流すように機能して、植生土壌12の塩分濃度の高まりを防止することになる。
特開2002−320409号公報
And according to this aquatic plant belt, even if brackish water is flooded on the vegetation soil 12 at the high tide level of the rising tide, and the water level is lowered at the subsequent tide, the vegetation soil 12 is permeable to the soil erosion prevention levee. 8, the brackish water can be discharged through the soil runoff prevention dam 8 while preventing the outflow of the vegetation soil 12 to the outside, and the brackish water level is lowered to a low tide level. The function of the fresh water covering the surface layer of the salt water to wash away the salt remaining in the vegetation soil 12 is to prevent an increase in the salt concentration of the vegetation soil 12.
JP 2002-320409 A

しかしながら、上記従来の汽水域の水生植物帯にあっては、冠水した汽水は引き潮の時に、干出した植生土壌12や基盤10の内部を浸透流下して、植生土壌12の周囲を取り囲んで構築した透水性の土壌流亡防止堤8の近傍に至り、当該防止堤8を透過して排出されることになるので、小エリアを囲んで造成した水生植物帯であればさほど問題とはならないが、例えば護岸2に沿って大きなエリアを取り囲んで大規模な水生植物帯を構築した場合には、水の排出移動に時間がかかり、十分に塩分が抜けきらないという懸念がある。そして、土壌内の塩分が十分に抜けきらないうちに、次の潮が満ちて来ると、植生地盤内の塩分濃度がなかなか下がらず、結果としてヨシなどの水生植物の生育が不良となってしまう。また、沖合の淡水が届かない水域では塩分濃度の低下を図ることができず、適用し得ない。   However, in the aquatic plant zone of the conventional brackish water area, the flooded brackish water is constructed by osmotically flowing inside the dried vegetation soil 12 and the base 10 and surrounding the vegetation soil 12 at the time of tide. However, if it is an aquatic plant zone that is built around a small area, it will not be a problem. For example, when a large aquatic plant zone is constructed surrounding a large area along the revetment 2, there is a concern that it takes time to discharge and move the water, and the salinity cannot be sufficiently removed. And if the next tide is filled before the salinity in the soil can be fully removed, the salinity in the vegetation board will not drop easily, resulting in poor growth of aquatic plants such as reeds. . In addition, the salinity cannot be reduced in water areas where offshore fresh water does not reach, and it cannot be applied.

本発明は、このような事情に鑑みてなされたものであり、その目的は、引き潮時における塩水の植生土壌層内での滞留を可及的に防止し得るとともに、植生土壌層内に淡水を導入して塩分濃度の可及的な低減化を促進できて、潮汐のある塩水の影響を受ける水域において、ヨシ等の水生植物の生育を図れる水生植物帯を提供することにある。   The present invention has been made in view of such circumstances, and its purpose is to prevent as much as possible retention of salt water in the vegetation soil layer at the time of ebb tide, and to supply fresh water in the vegetation soil layer. The purpose of the present invention is to provide an aquatic plant zone that can promote the reduction of salinity as much as possible and can grow aquatic plants such as reeds in the water area affected by tidal salt water.

本発明は上記の目的を達成するために、潮汐のある塩水の影響を受ける水生植物帯を以下のように構成する。   In order to achieve the above object, the present invention comprises an aquatic plant zone that is affected by tidal salt water as follows.

請求項1に係る発明は、潮汐のある塩水の影響を受ける水域の所定エリアに造成されるヨシなどの水生植物帯であって、干潮時の水面高よりも上面が高所に設定された植生基盤と、該植生基盤上に設けられる植生土壌層と、該植生土壌層の土壌が流失するのを防止する土壌流失防止手段と、該植生土壌層に淡水源の淡水を供給する淡水供給手段とを備えていることを特徴とする。   The invention according to claim 1 is an aquatic plant zone such as reed that is formed in a predetermined area of a water area affected by tidal salt water, and the vegetation whose upper surface is set higher than the water surface height at low tide A base, a vegetation soil layer provided on the vegetation base, a soil loss prevention means for preventing the soil of the vegetation soil layer from being washed away, and a fresh water supply means for supplying fresh water as a fresh water source to the vegetation soil layer It is characterized by having.

請求項2に係る発明は、前記淡水供給手段が前記植生基盤よりも高所に位置する淡水源から該植生基盤に淡水を導く導水路でなることを特徴とする。   The invention according to claim 2 is characterized in that the fresh water supply means is a water conduit that guides fresh water from a fresh water source located higher than the vegetation base to the vegetation base.

請求項3に係る発明は、前記淡水源が貯水池であることを特徴とする。   The invention according to claim 3 is characterized in that the fresh water source is a reservoir.

請求項4に係る発明は、前記塩水の影響を受ける水域が河口の汽水域であり、前記淡水源が該汽水域に流入する河川であって、前記導水路が、該河口汽水域の満潮位の水面高さよりも高所となる河川の上流部に導入口を有するとともに、排出口が植生土壌層に臨む管路によって構成されていることを特徴とする。   In the invention according to claim 4, the water area affected by the salt water is an estuary brackish water area, the fresh water source is a river flowing into the brackish water area, and the water conduit is at a high tide level in the estuary brackish water area. In addition to having an inlet at the upstream of the river that is higher than the water level, the outlet is formed by a conduit that faces the vegetation soil layer.

請求項5に係る発明は、前記塩水の影響を受ける水域が河口の汽水域であり、前記淡水源が該汽水域に流入する河川であって、前記導水路が、前記河口汽水域の干潮位の水面高さよりも水位が高所となる河口近傍部の河川に導入口を有するとともに、排出口が植生土壌層に臨む管路によって構成されていることを特徴とする。   In the invention according to claim 5, the water area affected by the salt water is an estuary brackish water area, the fresh water source is a river flowing into the brackish water area, and the water conduit is at a low tide level in the estuary brackish water area. In addition to having an introduction port in the river near the estuary where the water level is higher than the height of the water surface, the discharge port is constituted by a pipe line facing the vegetation soil layer.

請求項6に係る発明は、前記植生基盤が透水性地盤でなることを特徴とする。   The invention according to claim 6 is characterized in that the vegetation base is permeable ground.

請求項1に係る潮汐のある塩水の影響を受ける水生植物帯の発明によれば、低潮位時には、水面位が植生基盤上に形成される植生土壌層よりも下方に低下して、植生基盤の上側部が水面上に露出するので、植生土嚢層内の排水が可及的に早く行われるようになり、しかも植生土壌層には淡水供給手段により淡水源から淡水が供給されているから、当該淡水が植生土壌層内の塩水を洗い流すように機能し、もって植生土壌層には塩水が滞留し難くなる。このため、植生土壌層の塩分濃度が高まってしまうことを防止して、ヨシなどの水生植物の生育を図ることが可能となり、しかも排水に際して、植生土壌層からの植生土壌の流失は土壌流失防止手段によって防止される。   According to the invention of the aquatic plant zone affected by tidal salt water according to claim 1, the water level is lowered below the vegetation soil layer formed on the vegetation base at the low tide level, and the vegetation base Since the upper part is exposed on the water surface, drainage in the vegetation sandbag layer is performed as soon as possible, and fresh water is supplied to the vegetation soil layer from the fresh water source by the fresh water supply means. The fresh water functions to wash away the salt water in the vegetation soil layer, so that the salt water hardly stays in the vegetation soil layer. For this reason, it is possible to prevent the salinity concentration of the vegetation soil layer from increasing and to grow aquatic plants such as reeds. Moreover, when draining, the loss of vegetation soil from the vegetation soil layer prevents soil loss. Prevented by means.

請求項2に係る潮汐のある塩水の影響を受ける水生植物帯の発明によれば、淡水供給手段が前記植生基盤よりも高所に位置する淡水源から該植生基盤に淡水を導く導水路で構成されるから、ポンプ等の動力機械を用いずに動力費を掛けることなく、常に淡水を植生土壌層に廉価に供給することができる。   According to the invention of the aquatic plant zone affected by tidal salt water according to claim 2, the fresh water supply means is composed of a conduit for guiding fresh water from a fresh water source located higher than the vegetation base to the vegetation base. Therefore, it is possible to always supply fresh water to the vegetation soil layer at a low price without using a power machine such as a pump without incurring a power cost.

請求項3に係る潮汐のある塩水の影響を受ける水生植物帯の発明によれば、前記淡水源を貯水池とするので、例えば当該貯水池には近隣の湖沼や池あるいは雨水の貯め池等を利用して、淡水を動力費を掛けずに安定的に廉価に供給できる。   According to the invention of the aquatic plant zone affected by tidal salt water according to claim 3, since the fresh water source is a reservoir, for example, a nearby lake or pond or a rainwater reservoir is used as the reservoir. As a result, fresh water can be supplied stably and inexpensively without any power costs.

請求項4に係る潮汐のある塩水の影響を受ける水生植物帯の発明によれば、水生植物帯を設ける水域を河口汽水域にして、当該汽水域に流れ込む河川を淡水源とし、当該河口汽水域の干潮位の水面高さよりも水位が高所となる河口近傍部の河川に導入口を有して、排出口が植生土壌層に臨む管路によって導水路を構成するので、潮の干満に拘わらず常に河川の淡水を動力費を掛けずに植生土壌層に廉価に供給でき、しかも河口汽水域では、河川から流入する軽い淡水は重い塩水の上に層(厚さ数cm〜数十cm)をなしているから、引き潮の際の水面位の低下時には、先ず下層の塩水が引けた後からその上層の淡水が植生土壌層を通過して下方に降下していくので、当該上層の淡水にても植生土壌層を洗い流すことができて、塩分の低下を可及的に促進できる。   According to the invention of the aquatic plant zone affected by tidal salt water according to claim 4, the water area where the aquatic plant zone is provided is an estuary brackish water area, the river flowing into the brackish water area is a fresh water source, and the estuary brackish water area Since the inlet is in the river near the estuary where the water level is higher than the water level at the low tide level of the river, and the outlet is constructed by a conduit that faces the vegetation soil layer, The fresh water from the river can always be supplied to the vegetation soil layer at a low cost without power costs, and in the estuary brackish water, light fresh water flowing from the river is layered on heavy salt water (thickness of several centimeters to several tens of centimeters). Therefore, when the water level is lowered during the low tide, the lower layer salt water is drawn first, and then the upper fresh water passes through the vegetation soil layer and falls downward. However, the vegetation soil layer can be washed away and the salinity can be reduced. To be promoted.

請求項5に係る潮汐のある塩水の影響を受ける水域の水生植物帯の発明は、前記塩水の影響を受ける水域を河口の汽水域とし、前記淡水源を該汽水域に流入する河川とし、前記導水路を前記河口汽水域の干潮位の水面高さよりも水位が高所となる河口近傍部の河川に導入口を有して、その排出口が植生土壌層に臨む管路によって構成しているので、少なくとも干潮時に生じる導入口部の水位と排出口部の水位との水頭圧を利用して、動力費を掛けずに河川の淡水を該植生土壌層に導いて廉価に供給でき、当該淡水によって塩分を洗い流してその濃度を可及的に低下させることができるばかりか、上記と同様に引き潮の際の水面位の低下時には、上層の淡水にても植生土壌層を洗い流すことができて、塩分の低下を可及的に促進でき、しかも導水路の管路長を可及的に短く構成し得てコストの低減が図れる。   The invention of the aquatic plant zone of the water area affected by salt water with tide according to claim 5 is a water area affected by the salt water as an estuary brackish water area, and the fresh water source is a river flowing into the brackish water area, The headrace has an inlet in the river near the estuary where the water level is higher than the water level at the low tide level in the estuary brackish water area, and the outlet is configured by a pipe line that faces the vegetation soil layer Therefore, the fresh water of the river can be led to the vegetation soil layer at low cost by using the water head pressure between the water level at the introduction port and the water level at the discharge port at least at the time of low tide. In addition to being able to reduce the concentration of salt as much as possible by rinsing, the vegetation soil layer can be washed away even in the upper fresh water when the water level is lowered during the ebb tide as above, Reduces salt content as much as possible and leads And obtained as much as possible short constituting a conduit length of the road it can be reduced in cost.

請求項6に係る潮汐のある塩水の影響を受ける水生植物帯の発明によれば、前記植生基盤を透水性地盤に形成するので、排水層として機能させることができ、より一層排水性を向上させて、植生土壌層の塩分濃度の高まりをさらに抑制することができる。   According to the invention of the aquatic plant zone affected by salt water with tide according to claim 6, since the vegetation base is formed on the water-permeable ground, it can function as a drainage layer, further improving drainage. Thus, an increase in the salinity concentration of the vegetation soil layer can be further suppressed.

以下に、本発明に係る潮汐のある塩水の影響を受ける水性植物帯の好適な実施の形態について、添付図面に基づき詳述する。   Hereinafter, preferred embodiments of an aqueous plant zone affected by tidal salt water according to the present invention will be described in detail with reference to the accompanying drawings.

図1は本発明の水生植物帯の概要を示す平面図であり、図2は図1中のII−II線矢視断面図、図3は同じく図1中のIII−III線矢視断面図、図4は植栽用の土嚢の縦断面図、図5は篭体とその上側部に装填する植栽用の土嚢とを示す斜視図である。   1 is a plan view showing an outline of the aquatic plant zone of the present invention, FIG. 2 is a sectional view taken along the line II-II in FIG. 1, and FIG. 3 is a sectional view taken along the line III-III in FIG. 4 is a longitudinal sectional view of a planting sandbag, and FIG. 5 is a perspective view showing a housing and a planting sandbag loaded on the upper side thereof.

図1に示すように、水生植物帯20は河川22が海24に注ぎ込んで海水と淡水とが混じり合う河口の汽水域の所定エリアに造成されてヨシなどの水生植物の育成に供せられる。この水生植物帯20はコンクリート護岸2に沿って所定幅で沖合に延出されて設けられており、干潮時の水面高HLよりも上面26aが高所に設定された植生基盤26と、この植生基盤26上に設けられる植生土壌層28とを有している。   As shown in FIG. 1, the aquatic plant zone 20 is formed in a predetermined area of a brackish water area of a river mouth where a river 22 is poured into a sea 24 and seawater and fresh water are mixed, and is used for growing aquatic plants such as reeds. The aquatic plant belt 20 is provided to extend offshore with a predetermined width along the concrete revetment 2, and includes a vegetation base 26 in which the upper surface 26a is set higher than the water surface height HL at low tide, and the vegetation. And a vegetation soil layer 28 provided on the base 26.

植生基盤26は、透水性のある礫地盤29で形成されて排水層をなしており、当該実施形態例では図2に示すように、割栗石30などを入れた多数の蛇篭等の篭体32が水底地盤34上に縦横に敷設されて形成されている。そして、この多数の篭体32が敷設されて形成された植生基盤26の上面26aには、図4に示すような袋体36の内部に植生土壌38が充填されてなる多数の植生用の土嚢(以下、植生土嚢と称する。)40が更に縦横に敷設載置されてることによって、植生土壌層28が形成されている。   The vegetation base 26 is formed of a permeable gravel ground 29 and forms a drainage layer. In this embodiment, as shown in FIG. Is laid vertically and horizontally on the water bottom ground 34. Then, on the upper surface 26a of the vegetation base 26 formed by laying a large number of the skeletons 32, a large number of vegetation sandbags are formed, in which a vegetation soil 38 is filled in a bag body 36 as shown in FIG. (Hereinafter referred to as a vegetation sandbag) 40 is further laid and placed vertically and horizontally, whereby a vegetation soil layer 28 is formed.

上記植生土嚢40の袋体36は、少なくともその周側面36aと底面36bとの部分には土壌の流出を防止可能な目の細かい織布42が使用される一方、上面36cには水生植物の新芽の通過や茎の成長を阻害しない目の粗い不織布44が使用されて、開閉可能に配されている。即ち、多数の植生土嚢40が縦横に配設されて形成される植生土壌層28はその少なくとも周側面と底面とに、土壌の流失を防止する土壌流失防止手段として、目の細かい布が配設された構成となっている。また、袋体36の内部に充填される植生土壌38にはヨシなどの水生植物の根茎や苗、種子が予め埋設されている。   The bag body 36 of the vegetation sandbag 40 uses a fine woven fabric 42 that can prevent outflow of soil at least on the peripheral side surface 36a and the bottom surface 36b, while the upper surface 36c has a sprout of aquatic plants. A coarse nonwoven fabric 44 that does not impede the passage of the stem and the growth of the stem is used, and is arranged to be openable and closable. That is, a vegetation soil layer 28 formed by arranging a large number of vegetation sandbags 40 vertically and horizontally is provided with a fine cloth on at least the peripheral side surface and the bottom surface as a soil loss prevention means for preventing soil loss. It has been configured. In addition, rhizomes, seedlings, and seeds of aquatic plants such as reeds are embedded in the vegetation soil 38 filled in the bag body 36 in advance.

より具体的には、例えば図2,図5に示すように、篭体32は直方体状をなし、その各辺にはアングル材やロッド材でなるフレーム45が設けられていて、当該フレーム45に袋状に編まれた網材46が係止されることによって形成されている。そして、当該篭体32内に入れられる割栗石30は、干潮時にその上端部分が低潮位の水面HLから露出するようにその水底地盤34から所定の高さまで充填され、当該割栗石30で形成される礫地盤29はその上側部分が干潮時に水面上に露出するように設定される。   More specifically, for example, as shown in FIGS. 2 and 5, the housing 32 has a rectangular parallelepiped shape, and a frame 45 made of an angle material or a rod material is provided on each side thereof. The mesh material 46 knitted in a bag shape is formed by being locked. The cracked stone 30 placed in the housing 32 is filled to a predetermined height from the bottom ground 34 so that its upper end portion is exposed from the low tide level water surface HL at low tide, and is formed of the cracked stone 30. The gravel ground 29 is set so that its upper part is exposed on the water surface at low tide.

また、割栗石30を充填した篭体32の上側部には更に植生土嚢40を挿入する空間が空けられていて、当該上側部空間内に植生土嚢40が装填されることで、当該植生土嚢40は上記フレーム45および網材46に周側部を拘束されて、その型くずれが防止されるようになっている。この植生土嚢40は予め植生土壌38を充填しておいてから篭体32の上側部空間に挿入して礫地盤29上に載置しても良いが、図5に示すように先に袋体36だけを上記上側部空間内に挿入して上記フレーム45に固定係止させて取り付けておき、爾後に植生土壌38として底泥をポンプなどで吸い上げてパイプ48を通じて充填するようにしても良い。あるいは、底泥の含水比が高い場合には、底泥をスクリューデカンタやサンドコレクター等を用いて分級脱水処理してデカンタケーキ等の材料となしてから充填するようにしても良い。なお、植生土壌38の材料としては上記底泥の他に、山土、川砂等を用いても良い。また、篭体32内に入れて礫地盤29を形成する材料としては、上記割栗石30の他にコンクリート塊やカキ殻等のリサイクル材を用いても良い。   In addition, a space for inserting a vegetation sandbag 40 is further provided in the upper portion of the casing 32 filled with the walnut stone 30, and the vegetation sandbag 40 is loaded in the upper space. The peripheral side portion is restrained by the frame 45 and the net member 46 so that the mold is prevented from being deformed. The vegetation sandbag 40 may be filled with vegetation soil 38 in advance and then inserted into the upper space of the housing 32 and placed on the gravel ground 29. However, as shown in FIG. Only 36 may be inserted into the upper space and fixed and locked to the frame 45, and after dredging, the bottom mud may be sucked up by a pump or the like as vegetation soil 38 and filled through the pipe 48. Alternatively, when the water content of the bottom mud is high, the bottom mud may be classified and dehydrated using a screw decanter, a sand collector or the like to become a material such as a decanter cake, and then filled. In addition to the bottom mud, mountain soil, river sand, etc. may be used as the material for the vegetation soil 38. Further, as a material for forming the gravel ground 29 by being put in the housing 32, a recycled material such as a concrete lump or oyster shell may be used in addition to the above-mentioned cracked stone 30.

そして、この様な構成の水生植物帯20にあっては、引き潮の際の低潮位時には、汽水域の水面位が植生土壌層28を形成する植生土嚢40よりも下方に低下して、礫地盤29に形成した植生基盤26の上側部が水面上に露出するので、植生土嚢40内の排水が可及的に早く行われるようになり、しかも水面位の低下時には先ず下層の塩水が引けた後からその上層の淡水が植生土壌層28を通過して下方に低下していくから、当該淡水層が植生土壌層28内の塩水を洗い流すように機能して、植生土壌層28には塩水が滞留し難くなる。また、排水性の良い礫地盤29を適切な高さに容易に設置できるので、汽水域表層の淡水(厚さ数cm〜数十cm)に植生土壌層28が接触する頻度を可及的に高める得る。このため、植生土壌層28の塩分濃度が高まってしまうことを防止して、ヨシなどの水生植物の生育を図ることが可能となる。また、干潮時に植生土嚢40の底部を空気に触れさせることができるので、土壌の好気化を促進して、腐敗性の底泥等も植生土壌として有効に利用可能となし得る。   In the aquatic plant zone 20 having such a configuration, the water level in the brackish water area is lowered below the vegetation sandbag 40 forming the vegetation soil layer 28 at the time of low tide at the time of ebb tide. Since the upper part of the vegetation base 26 formed in 29 is exposed on the water surface, the drainage in the vegetation sandbag 40 can be performed as soon as possible, and when the water surface level is lowered, the lower salt water is first drawn. Since the fresh water in the upper layer passes through the vegetation soil layer 28 and decreases downward, the fresh water layer functions to wash away the salt water in the vegetation soil layer 28, and salt water stays in the vegetation soil layer 28. It becomes difficult to do. In addition, since the gravel ground 29 with good drainage can be easily installed at an appropriate height, the frequency of the vegetation soil layer 28 contacting the fresh water (thickness of several centimeters to several tens of centimeters) of the brackish water surface layer as much as possible. Get enhanced. For this reason, it is possible to prevent the salinity concentration of the vegetation soil layer 28 from increasing and to grow aquatic plants such as reeds. Moreover, since the bottom part of the vegetation sandbag 40 can be exposed to air at low tide, the aerobicization of the soil is promoted, and septic bottom mud can be effectively used as vegetation soil.

また、植生土壌層28を形成する植生土嚢40は袋体36の周側面26aと底面36bとに目あいの細かい織布42が使用されているので、充填した植生土壌38の土壌粒子が排水時に流出して失われることがなく、土壌の流失防止機能を備えた植生土壌層28を容易に造成することができる。   Further, the vegetation sandbag 40 forming the vegetation soil layer 28 uses fine woven fabric 42 on the peripheral side surface 26a and the bottom surface 36b of the bag 36, so that the soil particles of the filled vegetation soil 38 flow out during drainage. Therefore, the vegetation soil layer 28 having a function of preventing soil loss can be easily created.

また、下部に礫地盤29の排水層があるので、底泥等の脱水性も向上し安定した植生土壌層28を提供し得る。さらに、植生土嚢40は袋体36の上面に目の粗い不織布44を使用して植生土壌38の上表面を覆うようにしているので、種々の水生植物の新芽や茎が容易に伸長し得るばかりか、充填した植生土壌38の底泥が浸食される虞がない。ここで、植生土嚢40の上面は上記不織布44に加えて更に礫等で覆うようにするのがより好ましい。   In addition, since there is a drainage layer of gravel ground 29 at the lower part, dewaterability of bottom mud and the like is improved, and a stable vegetation soil layer 28 can be provided. Furthermore, since the vegetation sandbag 40 covers the upper surface of the vegetation soil 38 using a coarse nonwoven fabric 44 on the upper surface of the bag body 36, the shoots and stems of various aquatic plants can be easily extended. Or there is no possibility that the bottom mud of the filled vegetation soil 38 is eroded. Here, the upper surface of the vegetation sandbag 40 is more preferably covered with gravel or the like in addition to the nonwoven fabric 44.

また、予め汽水域の所定の構築予定エリアの施工位置に篭体32等のフレーム構造物を設置して植生基盤26を形成し、この植生基盤26上に植生土嚢40を縦横に敷設配置していくことで、礫地盤29でなる植生基盤26や植生土壌層28をその構築エリアの大小に合わせて容易に迅速に造成できる。また、この植生基盤26のフレームに植生土嚢40の上端部等を固定係止してから底泥等を充填するようになすことで、脱水処理後の袋体の吊り上げ・設置工を不要となし得、これにより更なる施工性の向上も図れる。また、高含水比の底泥等を使用する場合には、浚渫底泥等をスクリューデカンタで分級処理した後のデカンタケーキ等を用いるようにすれば、流動性を確保しつつ含水比を低くなし得るので、施工性が良く、かつ充填後の脱水による減容化率も低いものとなるので、出来形の変形も防げるようになる。   A vegetation base 26 is formed in advance by installing a frame structure such as a frame 32 at a construction position in a predetermined construction planned area in the brackish water area, and a vegetation sandbag 40 is laid and arranged vertically and horizontally on the vegetation base 26. By going, the vegetation base 26 and the vegetation soil layer 28 formed of the gravel ground 29 can be easily and quickly created according to the size of the construction area. Further, by fixing and locking the upper end portion of the vegetation sandbag 40 to the frame of the vegetation base 26 and filling the bottom mud and the like, there is no need to lift and install the bag body after the dehydration process. Thus, the workability can be further improved. In addition, when using bottom mud with high water content, etc., if the decanter cake after classifying the dredged bottom mud with a screw decanter is used, the water content can be kept low while ensuring fluidity. Therefore, the workability is good and the volume reduction rate by dehydration after filling is low, so that deformation of the finished shape can be prevented.

ところで、本発明にあっては、図1及び図3に示すように、上記水生植物帯20には、植生土壌層28に淡水供給手段49が設けられている。この淡水供給手段49は、例えば汽水域に流れ込む河川22の淡水を植生土壌層28に導く導水路50を設ける構成となし得る。図示例では、当該導水路50は汽水域の満潮位の水面高さHhよりも高所となる河川の上流部に導入口52aを有するとともに、排出口52bが水生植物帯20の植生土壌層28に臨む管路52によって構成されており、当該管路52は河川22に沿ってその水中を這わされて設置されている。   By the way, in this invention, as shown in FIG.1 and FIG.3, the freshwater supply means 49 is provided in the vegetation soil layer 28 in the said aquatic plant belt 20. FIG. The fresh water supply means 49 may be configured to provide a water conduit 50 that guides the fresh water of the river 22 flowing into the brackish water area to the vegetation soil layer 28, for example. In the illustrated example, the water conduit 50 has an inlet 52a in the upstream portion of the river that is higher than the water surface height Hh at the high tide level in the brackish water area, and the outlet 52b is the vegetation soil layer 28 of the aquatic plant zone 20. The pipe 52 is installed along the river 22 while being swept through the water.

そして、この様な導水路50等からなる淡水供給手段49を設ければ、潮の干満に拘わらず絶えず河川の淡水を動力等を必要とせずに廉価に植生土壌層28に導いて供給することができ、当該植生土壌層28の塩分濃度を更に可及的に低く抑制し得る。   If the fresh water supply means 49 comprising such a water conduit 50 and the like is provided, the fresh water of the river is constantly led to the vegetation soil layer 28 and supplied without requiring power etc. regardless of the tides. And the salt concentration of the vegetation soil layer 28 can be further suppressed as low as possible.

また、図6と図7とに示すように、上記導水路50の管路52はその導入口52aの設置位置を河口近くに設定してその全長を短くすることも可能である。即ち、導水路50は、河口汽水域の干潮位の水面高さよりも水位が高所となる河口近傍部の河川に導入口52aを有するとともに、排出口52bが植生土壌層28に臨む管路52によって構成する。そして、当該構成によれば、少なくとも干潮時に生じる導入口52a部の水位と排出口52b部の水位との水頭圧を利用して、河川の淡水を植生土壌層28に導いて供給でき、当該淡水によって塩分を洗い流してその濃度を可及的に低下させることができる。つまり、導入口52aを河口流域部の近辺に設定しても、満潮位からの引き潮時に、水生植物帯20の植生土壌層28に臨ませた排出口52bの設置部位における潮位が導入口52aの設置部位の水面位よりも低くなれば、少なくとも当該干潮時の水頭圧を利用して植生土壌層28に淡水を供給することが十分に可能である。   Further, as shown in FIGS. 6 and 7, the conduit 52 of the water conduit 50 can be shortened in its entire length by setting the installation position of the inlet 52 a near the river mouth. That is, the conduit 50 has the inlet 52a in the river near the estuary where the water level is higher than the water level at the low tide level in the estuary brackish water area, and the conduit 52 where the outlet 52b faces the vegetation soil layer 28. Consists of. And according to the said structure, the fresh water of a river can be led and supplied to the vegetation soil layer 28 using the water head pressure of the water level of the inlet 52a part and the water level of the outlet 52b part which arise at least at the time of low tide, and the said fresh water Can wash out the salt and reduce its concentration as much as possible. That is, even if the inlet 52a is set in the vicinity of the estuary basin, the tide level at the installation site of the outlet 52b facing the vegetation soil layer 28 of the aquatic plant zone 20 at the time of tide from the high tide level is that of the inlet 52a. If it becomes lower than the water surface level of an installation site | part, it will be possible to supply fresh water to the vegetation soil layer 28 at least using the water head pressure at the time of the said low tide.

なお、図示した実施形態では、導水路50により河川22の淡水を導くようにしているが、近辺に淡水の沼や池等の貯水池があれば、当該沼や池等の貯水池から淡水を導入するようにしても良いし、あるいは雨水受け用の貯水池等を設置して当該貯水池から淡水を導入するようにしても良い。更には井戸から淡水をポンプで汲み上げてこれを導水路を通じて植生土壌層28に導く要にしても良い。   In the illustrated embodiment, fresh water of the river 22 is guided by the conduit 50, but if there is a reservoir such as a freshwater swamp or pond in the vicinity, fresh water is introduced from the reservoir such as the swamp or pond. Alternatively, a rainwater receiving reservoir or the like may be installed to introduce fresh water from the reservoir. Further, fresh water may be pumped from the well and this may be used as a key to lead to the vegetation soil layer 28 through the water conduit.

また、図8と図9は植生基盤26上に形成する植生土壌層28の変形例を示すものであり、図8はその概要の平面図、図9は図8中のIX−IX線矢視断面図である。図示するように、この変形例では、前述の実施形態のように植生基盤上に植生土嚢を多数敷設することによって植生土壌層を形成するようにはなっていない点が相違している。なお、淡水供給手段49等は前述の実施形態と全く共通しており、これらの共通点については同一の符合を付してその詳細な説明は省略する。   8 and 9 show a modification of the vegetation soil layer 28 formed on the vegetation base 26, FIG. 8 is a plan view of the outline, and FIG. 9 is a view taken along the line IX-IX in FIG. It is sectional drawing. As shown in the drawing, this modification is different in that a vegetation soil layer is not formed by laying a large number of vegetation sandbags on a vegetation base as in the above-described embodiment. Note that the fresh water supply means 49 and the like are completely the same as those of the above-described embodiment, and common points thereof are denoted by the same reference numerals and detailed description thereof is omitted.

即ち、この水生植物帯20Aは割栗石30を充填した篭体32を敷設して形成された植生基盤26の外周囲に沿って土留め手段54がコ字状に設けられ、植生土壌層28の周側面に配設される目あいの細かい織布42は、その土留め手段54の内側面に係止される一方、底面に配設される織布42は前記植生基盤26の上面26aに敷設されて、これらの織布42の内側に植生土壌38が充填されて植生土壌層28が形成されている。   That is, this aquatic plant belt 20A is provided with a soil retaining means 54 in a U-shape along the outer periphery of a vegetation base 26 formed by laying a skeleton 32 filled with cracked stone 30. The finely woven fabric 42 disposed on the peripheral side surface is locked to the inner surface of the earth retaining means 54, while the woven fabric 42 disposed on the bottom surface is laid on the upper surface 26a of the vegetation base 26. Thus, the vegetation soil layer 28 is formed by filling the vegetation soil 38 inside these woven fabrics 42.

ここで、当該図示例では上記土留め手段54には、植生基盤26と同様に割栗石30を充填した篭体32Aが用いられている。この篭体32Aは、植生基盤26の上面26aに、その外周囲に沿って敷設されており、その内周側面に沿って全長に亘り、目あいの細かい織布42が連続的に篭体32Aに係止されて設けられている。なお、土留め手段54としては上記割栗石30を充填した篭体32Aに限定されることはなく、当該篭体32Aに代えて、植生土壌38の土圧を織布42を介して負担し得る柵体を用いるように構成することも可能である。   Here, in the illustrated example, as the soil retaining means 54, a skeleton 32 </ b> A filled with the cracked stone 30 is used in the same manner as the vegetation base 26. The housing 32A is laid on the upper surface 26a of the vegetation base 26 along the outer periphery thereof, and the finely woven fabric 42 is continuously formed on the housing 32A over the entire length along the inner peripheral side surface. Locked and provided. Note that the earth retaining means 54 is not limited to the case 32A filled with the above-mentioned cracked stone 30, and instead of the case 32A, the earth pressure of the vegetation soil 38 can be borne through the woven fabric 42. It is also possible to use a fence body.

そして、淡水供給手段49の導水路50は上記の様に構成される植生土壌層28に河川の淡水を導くようになっており、図示例では導水路50を形成する管路52は土留め手段54をなす篭体32Aを乗り越えてその排出口52bが植生土壌層28に臨まされて配設されていて、当該淡水供給手段49から供給される淡水によって植生土壌層28の塩分が洗われてその濃度を可及的に低減するようになっている。   And the water conduit 50 of the fresh water supply means 49 guides the fresh water of a river to the vegetation soil layer 28 comprised as mentioned above, and the pipe line 52 which forms the water conduit 50 is a soil retaining means in the example of illustration. The discharge port 52b is disposed so as to face the vegetation soil layer 28 over the housing 32A that forms 54, and the salt content of the vegetation soil layer 28 is washed by the fresh water supplied from the fresh water supply means 49. The concentration is reduced as much as possible.

また、図示した実施形態例およびその変形例では、コンクリート護岸2に沿って設けられる水生植物帯20を例示しているが、本発明はこれに限定されることはなく、護岸から離間した沖合に浮島として構築することも可能である。さらに、その浮島の構築水域も河川からの淡水が及ばない潮汐のある塩水のみが影響する水域であっても、植生土壌層には淡水供給手段によって確実に淡水を供給し得るから、水生植物帯として十分に機能させて水生植物の生育を図ることができるようになる。   Moreover, although the illustrated example embodiment and the modification thereof illustrate the aquatic plant belt 20 provided along the concrete revetment 2, the present invention is not limited to this and is offshore that is separated from the revetment. It can also be constructed as a floating island. Furthermore, even if the constructed water area of the floating island is an area affected only by tidal salt water that does not reach the fresh water from the river, the fresh water supply means can reliably supply fresh water to the vegetation soil layer. As a result, the aquatic plant can be allowed to grow.

さらに加えて、上述した実施形態およびその変形例では、植生基盤26は透水性のある礫地盤29に形成してあるが、水生植物帯の構築エリアにおいて、水生植物の植生領域を効率よく確保するという点を重視するならば、植生基盤26には必ずしも透水性を付与しなくても、引き潮の干潮時に植生基盤26の上面が低潮位の水面上に露出さえすれば、植生土壌層28内の排水性を良好になし得、しかも淡水供給手段49から淡水が供給されるから、塩水の排出を早く行うことができ、もって透水性のないコンクリートブロック等を敷設して植生基盤26を構築するようにしても支障は生じない。また、土壌流失防止手段にあっても上述した図示例の織布42に限定されることはない。   In addition, in the above-described embodiment and its modification, the vegetation base 26 is formed on the permeable gravel ground 29, but the vegetation area of the aquatic plants is efficiently secured in the construction area of the aquatic plant zone. If the above point is emphasized, even if the vegetation base 26 is not necessarily provided with water permeability, as long as the upper surface of the vegetation base 26 is exposed to the low tide level at the time of low tide, Since the drainage can be improved and fresh water is supplied from the fresh water supply means 49, the salt water can be discharged quickly, so that the vegetation base 26 is constructed by laying a non-permeable concrete block or the like. But there will be no trouble. Moreover, even if it exists in a soil runoff prevention means, it is not limited to the woven fabric 42 of the example of illustration mentioned above.

即ち、本発明は、干潮時の水面高よりも上面が高所に設定された植生基盤26と、この植生基盤26上に設けられる植生土壌層28と、この植生土壌層28の土壌が流失するのを防止する土壌流失防止手段とを備えて、潮汐のある塩水の影響を受ける水域の所定エリアに造成されるヨシなどの水生植物帯を前提構成として、これに淡水供給手段49を付設することを要旨とするものであって、当該要旨を逸脱しない範囲で植生基盤26、植生土壌層28、土壌流失防止手段等の形成形態は様々な設計変更等が可能である。   That is, according to the present invention, the vegetation base 26 whose upper surface is set higher than the water level at low tide, the vegetation soil layer 28 provided on the vegetation base 26, and the soil of the vegetation soil layer 28 are washed away. And a fresh water supply means 49 provided on the premise of an aquatic plant zone such as reed that is constructed in a predetermined area of the water area affected by tidal salt water. The formation forms of the vegetation base 26, the vegetation soil layer 28, the soil loss prevention means, and the like can be modified in various ways without departing from the scope.

本発明に係る汽水域の水植物帯の概要を示す平面図である。It is a top view which shows the outline | summary of the water plant zone of the brackish water area which concerns on this invention. 図1中のII−II線矢視断面図である。It is the II-II arrow directional cross-sectional view in FIG. 図1中のIII−III線矢視断面図である。FIG. 3 is a cross-sectional view taken along line III-III in FIG. 1. 植生土嚢の縦断面図である。It is a longitudinal cross-sectional view of a vegetation sandbag. 篭体とその上側部に装填する植生土嚢とを示す斜視図である。It is a perspective view which shows a skeleton and the vegetation sandbag loaded in the upper part. 淡水の導水路の他の実施携帯を示す平面図である。It is a top view showing other implementation carrying of a fresh water conduit. 図6中のVII−VII線矢視断面図であり、(a)は上げ潮時の状態を示す図、(b)は引き潮時を示す図である。FIG. 7 is a cross-sectional view taken along the line VII-VII in FIG. 6, where (a) is a diagram illustrating a state during rising tide, and (b) is a diagram illustrating during tide. 変形実施形態例の概要を示す平面図である。It is a top view which shows the outline | summary of the modified embodiment example. 図8中のIX−IX線矢視断面図である。FIG. 9 is a cross-sectional view taken along line IX-IX in FIG. 8. 従来の植生植物帯の縦断面図である。It is a longitudinal cross-sectional view of the conventional vegetation zone.

符号の説明Explanation of symbols

2 コンクリート護岸 20,20A 水生植物帯
22 河川 24 海
26 植生基盤 26a 植生基盤上面
28 植生土壌層 29 礫地盤
30 割栗石 32,32A 篭体
34 水底地盤 36 袋体
36a 袋体周側面 36b 袋体底面
36c 袋体上面 38 植生土壌
40 植生土嚢 42 織布
44 不織布 45 フレーム
46 網部材 49 淡水供給手段
50 導水路 52 管路
52a 導入口 52b 排出口
54 土留め手段
2 Concrete revetment 20, 20A Aquatic plant zone 22 River 24 Sea 26 Vegetation base 26a Vegetation base top surface 28 Vegetation soil layer 29 Gravel ground 30 Split stone 32, 32A Shaft 34 Submarine ground 36 Bag body 36a Bag body side surface 36b Bag bottom face 36c Upper surface of bag body 38 Vegetation soil 40 Vegetation sandbag 42 Woven cloth 44 Non-woven fabric 45 Frame 46 Net member 49 Fresh water supply means 50 Water conduit 52 Pipe 52a Inlet 52b Discharge outlet 54 Earth retaining means

Claims (6)

潮汐のある塩水の影響を受ける水域の所定エリアに造成されるヨシなどの水生植物帯であって、干潮時の水面高よりも上面が高所に設定された植生基盤と、該植生基盤上に設けられる植生土壌層と、該植生土壌層の土壌が流失するのを防止する土壌流失防止手段と、該植生土壌層に淡水源の淡水を供給する淡水供給手段とを備えていることを特徴とする潮汐のある塩水の影響を受ける水域の水生植物帯。   An aquatic plant belt such as reed that is constructed in a predetermined area of the water area affected by tidal salt water, and a vegetation base whose upper surface is set higher than the water level at low tide, and on the vegetation base Characterized in that it comprises: a vegetation soil layer to be provided; a soil loss prevention means for preventing the soil of the vegetation soil layer from being washed away; and a fresh water supply means for supplying fresh water as a fresh water source to the vegetation soil layer. An aquatic vegetation zone in a body of water that is affected by salt water with tides. 前記淡水供給手段が前記植生基盤よりも高所に位置する淡水源から該植生基盤に淡水を導く導水路でなることを特徴とする請求項1記載の潮汐のある塩水の影響を受ける水域の水生植物帯。   2. The aquatic aquatic area affected by tidal salt water according to claim 1, wherein the fresh water supply means is a water conduit that guides fresh water from a fresh water source located higher than the vegetation base to the vegetation base. Plant belt. 前記淡水源が貯水池であることを特徴とする請求項1記載の潮汐のある塩水の影響を受ける水域の水生植物帯。   The aquatic plant zone of a water area affected by tidal salt water according to claim 1, wherein the fresh water source is a reservoir. 前記塩水の影響を受ける水域が河口の汽水域であり、前記淡水源が該汽水域に流入する河川であって、前記導水路が、該河口汽水域の満潮位の水面高さよりも高所となる河川の上流部に導入口を有するとともに、排出口が植生土壌層に臨む管路によって構成されていることを特徴とする請求項2に記載の潮汐のある塩水の影響を受ける水域の水生植物帯。   The water area affected by the salt water is an estuary brackish water area, and the freshwater source is a river flowing into the brackish water area, and the waterway is higher than the water surface height at the high tide level of the estuary brackish water area. The aquatic plant in the water area affected by tidal salt water according to claim 2, characterized in that it has an inlet in the upstream part of the river, and the outlet is constituted by a pipe line facing the vegetation soil layer. band. 前記塩水の影響を受ける水域が河口の汽水域であり、前記淡水源が該汽水域に流入する河川であって、前記導水路が、前記河口汽水域の干潮位の水面高さよりも水位が高所となる河口近傍部の河川に導入口を有するとともに、排出口が植生土壌層に臨む管路によって構成されていることを特徴とする請求項2に記載の潮汐のある塩水の影響を受ける水域の水生植物帯。   The water area affected by the salt water is an estuary brackish water area, and the freshwater source is a river flowing into the brackish water area, and the waterway has a water level higher than the water level at the low tide level of the estuary brackish water area. The water area affected by tidal salt water according to claim 2, characterized in that it has an introduction port in a river near the estuary as a place, and the discharge port is constituted by a pipeline facing the vegetation soil layer Aquatic plant zone. 前記植生基盤が透水性地盤でなることを特徴とする請求項1〜5のいずれかに記載の潮汐のある塩水の影響を受ける水域の水生植物帯。
The aquatic plant zone in a water area affected by tidal salt water according to any one of claims 1 to 5, wherein the vegetation base is a water-permeable ground.
JP2003342345A 2003-09-30 2003-09-30 Aquatic vegetation in waters affected by tidal saltwater Expired - Fee Related JP4194460B2 (en)

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JP2010221194A (en) * 2009-03-25 2010-10-07 Ohmi Environment Conservation Foundation Water cleaning facility, purification unit thereof, and cleaning method
CN103183413A (en) * 2011-12-30 2013-07-03 中国城市规划设计研究院 Ecologic purifying system for water
CN103183413B (en) * 2011-12-30 2014-10-15 中国城市规划设计研究院 Ecologic purifying system for water
CN104846778A (en) * 2015-05-08 2015-08-19 黄河勘测规划设计有限公司 Three-layer step ecological functional belt structure for river channel project
JP2016144796A (en) * 2016-01-05 2016-08-12 有限会社イー・エス・テクノ Apparatus and method for purifying water quality
CN106068754A (en) * 2016-07-25 2016-11-09 河北省农林科学院滨海农业研究所 The method of flour sand Muddy Bottoms strand tidal flat revegetation
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CN114414458A (en) * 2022-01-04 2022-04-29 鲁东大学 Estuary wetland soil infiltration simulation method and system
CN114414458B (en) * 2022-01-04 2023-11-10 鲁东大学 Method and system for simulating infiltration of soil in estuary wetland
KR102594556B1 (en) * 2022-12-16 2023-10-26 주식회사 우원이엔지 Plant cultivation pots using rainwater as vegetation water

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