JP4065442B2 - Ecosystem-friendly waterway structure - Google Patents

Ecosystem-friendly waterway structure Download PDF

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JP4065442B2
JP4065442B2 JP2004222075A JP2004222075A JP4065442B2 JP 4065442 B2 JP4065442 B2 JP 4065442B2 JP 2004222075 A JP2004222075 A JP 2004222075A JP 2004222075 A JP2004222075 A JP 2004222075A JP 4065442 B2 JP4065442 B2 JP 4065442B2
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water channel
side wall
opening
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wall opening
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雅洋 藤原
義人 田中
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Hokukon Co 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
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Description

本発明は、生態系配慮型水路構造に関するものである。より詳しくは、河川や農業用水路等の水路において、水路としての通水機能が有効に発揮されると共に、魚類や水生昆虫等の水生動物、水草等の水生植物の生息・生育を促進し得る等の生態系に配慮されており、然も、水生植物の刈り取り労力を低減し得る等の水路維持管理の容易化が達成される生態系配慮型水路構造に関するものである。   The present invention relates to an ecosystem-friendly waterway structure. More specifically, in waterways such as rivers and agricultural waterways, the water flow function as a waterway is effectively demonstrated, and aquatic animals such as fish and aquatic insects, and aquatic plants such as aquatic plants can be promoted. However, the present invention relates to an ecosystem-friendly canal structure that facilitates waterway maintenance and management, such as reducing the labor of harvesting aquatic plants.

河川や農業用水路等の水路において、魚類や水生昆虫等の水生動物、水草等の水生植物の生息・生育に良好な環境を与えて生態系を改善せんとする水路構造として、特開平5−302312号公報や特開平9−165733号公報が開示する生態系改善型護岸構造が提案されている。   As a waterway structure that improves the ecosystem by providing a favorable environment for the inhabiting and growth of aquatic animals such as fish and aquatic insects and aquatic plants such as aquatic plants in waterways such as rivers and agricultural waterways Ecosystem improvement type revetment structures disclosed in Japanese Patent Laid-Open No. 9-165733 and Japanese Patent Laid-Open No. 9-165733 have been proposed.

特開平5−302312号公報が開示する護岸構造は、図24に示すように、直立壁板部aの下部に底板部bを水平に連結したL型ブロック本体cの該底板部bの先側部分の上面で、上方向に向けて仕切り体dが立設されており、前記直立壁板部aと仕切り体dとの間の空間eに栗石等の生態系保持用部材fが収容されると共に、前記直立壁板部aには、上下方向に長いスリットgが設けられていた。そして、該スリットgから流れ出る地下水が前記空間eに滞留することにより、該空間e内に水が確保され、生物や植物が生育できるようになされていた。又、左右のL型ブロック本体c,cの底板部b,b間で、水路の底部に河床板hが設置され、該河床板hの中央部分に設けられた窪み空間jに、栗石等の生態系保持用部材fが収容されてなるものであった。   As shown in FIG. 24, the revetment structure disclosed in Japanese Patent Laid-Open No. 5-30212 is the front side of the bottom plate portion b of the L-type block main body c in which the bottom plate portion b is horizontally connected to the lower portion of the upright wall plate portion a. On the upper surface of the portion, a partition d is erected upward, and an ecosystem holding member f such as chestnut is accommodated in a space e between the upright wall plate portion a and the partition d. At the same time, the upright wall plate a is provided with a slit g that is long in the vertical direction. And since the groundwater which flows out from this slit g stays in the said space e, water was ensured in this space e and it was made for the living organisms and a plant to grow. Further, a riverbed plate h is installed at the bottom of the water channel between the bottom plate portions b, b of the left and right L-shaped block bodies c, c, and a hollow space j provided in the central portion of the riverbed plate h has a chestnut stone or the like. The ecosystem holding member f was accommodated.

又、前記特開平9−165733号公報が開示する護岸構造は、開口部k,kを有する擁壁部mと、該擁壁部mの下部で左右両側に張り出した底板部nとからなり、該擁壁部mの岸部側の側面に蓋受け用突部pが設けられた本体ブロックqと、前記底板部nの岸部側張り出し部分rに水平壁部sが載置される魚巣ブロックtと、魚巣ブロックtの垂直壁部uと前記本体ブロックqの前記蓋受け用突部pに載置される蓋ブロックvと、擁壁部mと魚巣ブロックt及び蓋ブロックvによって囲まれ、開口部kを介して水路と連通し、垂直壁部uのスリットxを介して岸部yの土壌と連通する魚巣用空間zと、左右の水路側張り出し部分r,r間をなす水路の底部中央部分に形成された窪み空間iと、前記魚巣用空間zに収容される栗石等からなる生態系保持用部材fとから構成されていた。   Further, the revetment structure disclosed in the Japanese Patent Laid-Open No. 9-165733 is composed of a retaining wall portion m having openings k, k and a bottom plate portion n projecting to the left and right sides at the lower portion of the retaining wall portion m. A main body block q provided with a lid receiving projection p on the side surface of the retaining wall portion m on the shore side, and a fish nest block t on which a horizontal wall portion s is placed on the shore side protruding portion r of the bottom plate portion n. And a lid block v placed on the vertical wall u of the fish nest block t, the lid receiving projection p of the main body block q, a retaining wall m, the fish nest block t and the lid block v. , A fish nest space z communicating with the water channel through the opening k, and communicating with the soil on the shore y through the slit x in the vertical wall u, and the water channel between the left and right water channel side overhanging portions r, r. It consists of a hollow space i formed at the center of the bottom and a chestnut stone accommodated in the fish nest space z. It was composed of a state-based holding member f.

前記した護岸構造は何れも、水路の中央部分に窪み空間が設けられると共に該窪み空間に生態系保持用部材が収容されており、水路を流れる流水に含まれる土砂を該生態系保持用部材の空隙に次第に堆積させ、この部分で水生植物を定着させ繁茂させることによって、水生植物の群落内の空間を稚魚や幼魚或いは水生昆虫等の小動物が逃げ込むのに適した環境を提供せんとするものであった。しかしながら、かかる護岸構造によるときは、生態系改善上や水路の維持管理上、次のような問題点があった。   In each of the above-mentioned revetment structures, a hollow space is provided in the central portion of the water channel, and an ecosystem holding member is accommodated in the hollow space, and the earth and sand contained in the flowing water flowing through the water channel is removed from the ecosystem holding member. By gradually accumulating in the gap, and aquatic plants are settled and proliferated in this area, it is intended to provide an environment suitable for small animals such as fry, young fish or aquatic insects to escape in the space of the aquatic plant community. there were. However, this revetment structure has the following problems in terms of improving the ecosystem and maintaining the waterways.

農業用水路等の水路における通水状態は、一般に、通水断面の中心部(水路の中央部)で最も流速が早く、周辺に向かうほど流速が遅くなる。そして、農業用水路等の水路に生息する魚類や水生昆虫、底生動物等の水生動物は、このような水路の水の流れの特性から、流速の小さな水路周辺部を休息場所や隠れ家とし、又、産卵場所や餌場とする習性がある。   The water flow state in a water channel such as an agricultural water channel generally has the highest flow velocity at the center of the water flow cross section (central portion of the water channel), and the flow velocity becomes slower toward the periphery. And aquatic animals such as fish, aquatic insects and benthic animals that live in waterways such as agricultural waterways can be used as resting places or hideouts around the waterways where the flow velocity is low due to the water flow characteristics of such waterways. There is a habit of laying eggs and feeding grounds.

然るに前記従来の護岸構造によるときは、水路底部の中央部分に設けられていた窪み空間で水草等の植物が繁茂するので該繁茂によって水の流れ状態が変わり、水路周辺部の流れが速くなった。その結果、従来は水生動物の良好な生息空間であった水路周辺部が生息空間として適さなくなる問題が生じた。   However, when the conventional revetment structure is used, plants such as aquatic plants grow in the hollow space provided at the center of the water channel, so that the water flow changes due to the overgrowth and the flow around the water channel becomes faster. . As a result, there has been a problem that the peripheral part of the waterway, which has been a good habitat for aquatic animals, is no longer suitable as a habitat.

なお前記前者の護岸構造によるときは、前記直立壁板部aと仕切り体d間の空間に、栗石等の生態系保持用部材fが収容されて水草等の植物が生育可能であるため、この空間部分では魚類や水生昆虫等が生息可能であった。しかしながら、前記仕切り体(立壁)dの外面側は前記のように速い流速に晒されるため、やご等の水生昆虫や両生類等がこの仕切り体(立壁)の外面d1を這い上がろうとしても叶わず、これらの水生動物にとっては、前記空間は生息場所として機能できなかったのである。   When the former revetment structure is used, an ecosystem holding member f such as chestnut is accommodated in the space between the upright wall plate portion a and the partition d, so that plants such as aquatic plants can grow. Fish and aquatic insects could live in the space. However, since the outer surface side of the partition (standing wall) d is exposed to a high flow velocity as described above, it can be achieved even if an aquatic insect such as a cage or an amphibian tries to scoop up the outer surface d1 of the partition (standing wall). For these aquatic animals, the space could not function as a habitat.

又前記後者の護岸構造によるときは、前記本体ブロックqの底板部の水路側張り出し部分r上に栗石等の生態系保持用部材fが載置されてはいても、前記のように水路周辺部での流速が速いことから、平滑コンクリート面上に載置された前記栗石等は水流の勢いで流され易かった。かかることから、水路側張り出し部分rでは水草等が生えにくく流速の小さい環境が形成され難いことから、水路周辺部は水生動物の生育場所として不適切であったのである。   Further, when the latter revetment structure is used, even if an ecosystem holding member f such as chestnut is placed on the water channel side projecting portion r of the bottom plate portion of the main body block q, as described above, the peripheral portion of the water channel Because of the high flow velocity, the chestnuts and the like placed on the smooth concrete surface were easily washed away by the force of water flow. For this reason, since the aquatic overhanging portion r is difficult to grow aquatic plants and the like and it is difficult to form an environment with a low flow velocity, the periphery of the waterway is inappropriate as a place for growing aquatic animals.

又前記従来の護岸構造には、このような生態系上の問題点があった他、前記植物の繁茂によって水路の通水能力が阻害されないように、草刈りメンテナンスに多くの労力を要する水路管理上の問題もあった。加えて、前記前者の護岸構造では、生態系保持用部材を収容する空間が水路内に設けられていたために、水路の通水断面積がそれだけ小さくなり、大量降雨等によって水量が増加したときは水位が急激に上昇して危険であった。
特開平5−302312号公報(2−3頁、図3、図4) 特開平9−165733号公報(2−3頁、図4)
In addition, the conventional revetment structure has such problems on the ecosystem, and in order to prevent the water flow ability of the waterway from being hindered by the overgrowth of the plants, it is necessary for waterway management that requires much labor for mowing maintenance. There was also a problem. In addition, in the former revetment structure, since the space for accommodating the ecosystem holding member was provided in the water channel, the cross-sectional area of the water channel was reduced accordingly, and when the amount of water increased due to heavy rainfall, etc. The water level rose rapidly and was dangerous.
Japanese Patent Laid-Open No. 5-30212 (page 2-3, FIGS. 3 and 4) JP-A-9-165733 (page 2-3, FIG. 4)

本発明は、前記従来の問題点に鑑みて開発されたものであり、水路の通水能力を良好に発揮させることができると共に、水路周辺部における水生植物の繁茂を促して流速の遅い部分形成し、その中を魚類や水生昆虫等の水生動物の生息空間となし得る等の生態系に配慮されており、更に、水生植物の刈り取り労力を低減し得る等、水路維持管理の容易化を達成できる生態系配慮型水路構造の提供を課題とするものである。   The present invention has been developed in view of the above-mentioned conventional problems, and is capable of satisfactorily demonstrating the water passage capacity of the water channel, and promoting the overgrowth of aquatic plants in the periphery of the water channel to form a part with a low flow rate Considering the ecosystem that can be used as a habitat for aquatic animals such as fish and aquatic insects, and reducing the labor for harvesting aquatic plants, it has made it easier to maintain and manage waterways. The challenge is to provide an ecosystem-friendly waterway structure that can be created.

前記課題を解決するため本発明は以下の手段を採用する。
即ち本発明に係る生態系配慮型水路構造は、水路底部とその両側の水路側壁部がコンクリート製とされた水路において、前記水路底部の側部分に、該水路底部を貫通する底部開口が設けられ、又、水路の延長方向で見た該底部開口の配置間隔は、10cm〜500cmに設定されると共に前記水路の底面の面積に対する前記底部開口の全ての合計面積の割合は10〜30%に設定されている生態系配慮型水路構造であって、前記夫々の水路側壁部には前記底部開口に対応させてその上側に位置するように側壁開口が貫設されている。
該側壁開口の裏面側は、その上下端に亘って、前記水路側壁部の裏側に設けられた栗石充填部で塞がれており、該栗石充填部は、前記側壁開口から零れ出ない粒径の栗石が、互いの間に隙間を形成する状態で充填されてなり、又前記側壁開口の下端は、前記水路の底面の10〜15cm上に位置されると共に、前記側壁開口の上端は、前記水路の最大水位である水路高さの80〜90%の位置に設定されていることを特徴とするものである。
前記生態系配慮型水路構造において、前記水路側壁部の内面に、前記側壁開口の両側で、間伐材を半割りして形成した木製被覆材を、その長さ方向を縦にして張り付けるのがよい。
In order to solve the above problems, the present invention employs the following means.
That is, the ecosystem-friendly waterway structure according to the present invention is a waterway in which the bottom of the waterway and the side walls of the waterway on both sides thereof are made of concrete, and a bottom opening that penetrates the waterway bottom is provided in a side portion of the waterway bottom. In addition, the arrangement interval of the bottom openings viewed in the extending direction of the water channel is set to 10 cm to 500 cm, and the ratio of the total area of the bottom openings to the area of the bottom surface of the water channel is set to 10 to 30%. a ecological friendly water channel structure being, above the channel sidewall portion of each side wall opening so as to be positioned on its upper side in correspondence with said bottom opening is formed through.
The back surface side of the side wall opening is covered with a chestnut filling portion provided on the back side of the water channel side wall portion over the upper and lower ends, and the chestnut stone filling portion has a particle size that does not spill out from the side wall opening. And the lower end of the side wall opening is positioned 10-15 cm above the bottom surface of the water channel, and the upper end of the side wall opening is It is characterized by being set at a position of 80 to 90% of the water channel height, which is the maximum water level of the water channel .
In the ecosystem-friendly waterway structure, the wood covering material formed by halving the thinned wood on both sides of the side wall opening is pasted on the inner surface of the waterway side wall portion with the length direction being vertical. Good.

本発明は以下の如き優れた効果を奏する。
(1) 本発明は、水路底部とその両側の水路側壁部がコンクリート製とされた水路の該水路底部の側部分に底部開口を設けると共に、該底部開口に対応させて、前記水路側壁部に側壁開口を設ける構成を採用し、該水路底部における水生植物の繁茂場所を底部開口に特定している。
従って本発明によるときは、水路の通水能力を良好に発揮させることができると共に、水路の側部分では水生植物を繁茂させ得ることから、該繁茂によって、魚類や水生昆虫類、両生類等の小動物の生息に適した流速の遅い生息空間を形成できる。然も、繁茂した水生植物が水路の底部側と前記側壁開口とを繋ぐことで二つの生息空間が連続状態となるため、水生昆虫や両生類等が両生息空間を行き来でき、より自然環境に近い生態系が確保されることになる。即ち、水路の生態系を改善できることとなる。
そして本発明においては、水路の長さ方向で見た底部開口の配置間隔を最低10cmに設定しているため、前後隣り合う底部開口での水生植物繁茂部間には最低10cm程度の途切れ部が生ずる。該途切れ部は、魚類等が水路横断方向で自由に移動できるようになすと共に、新鮮な水路水を該途切れ部を通して、水生植物繁茂部の内部空間や水生植物繁茂部と水路側壁部との間の空間部に流入させることができ、該水生植物繁茂部の内部空間等の水が淀んで酸素不足になるのを防止できるため、魚類等の生息を良好となし得る。
又前記側壁開口は、水路側壁部の裏側の地下水を排出させる機能も有するため、水路の安定性向上にも寄与できる。 加えて、水路の底面の面積に対する前記底部開口の合計面積の割合は10〜30%に設定されているため、水路の側部分での水生植物の繁茂によって前記のように生態系を改善できながら、水生植物の繁茂を必要最小限度に抑制して草刈りメンテナンスの労力を低減でき水路管理の容易化を図り得る。
The present invention has the following excellent effects.
(1) The present invention provides a bottom opening in a side portion of the water channel bottom part of the water channel where the water channel bottom part and the water channel side wall parts on both sides thereof are made of concrete, and the water channel side wall part corresponding to the bottom part opening. The structure which provides a side wall opening is employ | adopted, and the prosperous place of the aquatic plant in this water channel bottom part is specified as the bottom part opening.
Therefore, according to the present invention, the water passage ability of the waterway can be exhibited well, and aquatic plants can be allowed to thrive on the side part of the waterway, so that by the overgrowth, small animals such as fishes, aquatic insects, amphibians, etc. It is possible to form a habitat with a low flow rate suitable for the habitat. However, because two aquatic plants are connected by connecting the bottom side of the waterway and the opening of the side wall with a prosperous aquatic plant, aquatic insects and amphibians can move back and forth between the two habitats, making it closer to the natural environment. Ecosystem will be secured. That is, the waterway ecosystem can be improved.
And in this invention, since the arrangement | positioning space | interval of the bottom part opening seen in the length direction of the water channel is set to the minimum of 10 cm, there is a discontinuous part of at least about 10 cm between the aquatic plant prosperous parts in the bottom openings adjacent to each other. Arise. The interrupted portion allows fish and the like to move freely in the crossing direction of the waterway and allows fresh waterway water to pass through the interrupted portion between the internal space of the aquatic plant prosperous part and between the aquatic plant prosperous part and the waterway side wall part. It is possible to prevent the water in the inner space of the aquatic plant overgrowth from drowning and becoming deficient in oxygen, so that fish and the like can live well.
Moreover, since the said side wall opening also has the function to discharge the ground water of the back side of a channel side wall part, it can contribute also to the stability improvement of a channel. In addition, since the ratio of the total area of the bottom opening to the area of the bottom surface of the water channel is set to 10 to 30%, the aquatic plant overgrowth in the side part of the water channel can improve the ecosystem as described above. In addition, the overgrowth of aquatic plants can be suppressed to the necessary minimum, so that the labor for mowing maintenance can be reduced, and the channel management can be facilitated.

(2) 特に、底部開口を水路の延長方向に長く形成することにより、水生植物の繁茂によって流水が受ける抵抗を極力小さくできる。   (2) In particular, by forming the bottom opening long in the direction of extension of the water channel, the resistance received by running water due to the overgrowth of aquatic plants can be minimized.

(3) 又水路側壁部の表面に、前記側壁開口を閉塞しないように熱伝導率の低い間伐材等の木製被覆材を張り付ける場合は、水路の景観を向上させ得るだけでなく、太陽熱による水路側面の温度上昇を抑制して水生昆虫類や両生類等が該水路側面を登り易くなし得るため、水路の生態系をより一層改善できる。   (3) When a wooden covering such as thinned wood with low thermal conductivity is attached to the surface of the water channel side wall so as not to block the side wall opening, not only can the landscape of the water channel be improved, but also due to solar heat. An aquatic insect, amphibian, and the like can easily climb the side of the water channel by suppressing the temperature increase on the side of the water channel, so that the ecosystem of the water channel can be further improved.

(4) 水路の延長方向で見て隣り合う側壁開口間の間隔が長い場合、その間においても側壁開口を設けることにより、水路側壁部の裏側における地下水の排出を円滑化できる。又、底部開口で繁茂した水生植物による前記繋ぎ効果は達成されないとしても、側壁開口は魚巣として機能できる。   (4) When the interval between adjacent side wall openings is long when viewed in the direction of extension of the water channel, ground water can be discharged smoothly on the back side of the water channel side wall portion by providing the side wall openings between the openings. In addition, the side wall opening can function as a fish nest even if the above-mentioned joining effect by the aquatic plants prospering at the bottom opening is not achieved.

図1〜4において本発明に係る生態系配慮型水路構造1は、田2に隣接した農業用の水路3に応用されており、水路底部5と左右両側の水路側壁部6,6がコンクリート製とされた三面張の水路3において、該水路底部5の左右両側部分7,7に左右対向状態で、その長さ方向に10cm〜500cmの間隔で底部開口9が並設されている。本実施例においては40cm間隔で並設されている。そして、該水路3の延長方向で見た水路の底面10の面積に対する前記底部開口9の全ての合計面積の割合は10〜30%に設定されており、本実施例においては15%程度に設定されている。又前記夫々の水路側壁部6,6には、前記底部開口9に対応させてその上側に位置するように側壁開口11が設けられており、該側壁開口11の裏面側は、該水路側壁部11の裏側に設けられた栗石充填部12で塞がれている。そして図2に示すように、該側壁開口11の下端13は水路3の最低水位LA以下にあると共に、該側壁開口11の上端15は、前記水路3の最大水位LBに略合致させてある。図2、図4においては、該下端13を、水路の底面10の10〜15cm上に位置するように、例えば10cm上に位置するように設定されている。又左右の水路側壁部11,11に、生態系と景観を考慮して、前記側壁開口11を閉塞しないように木製被覆材16が張り付けられている。   1-4, an ecosystem-friendly waterway structure 1 according to the present invention is applied to an agricultural waterway 3 adjacent to a rice field 2, and the waterway bottom 5 and the right and left waterway side wall parts 6 and 6 are made of concrete. In the three-sided water channel 3, the left and right side portions 7 and 7 of the water channel bottom 5 are opposed to the left and right sides, and bottom openings 9 are juxtaposed in the length direction at intervals of 10 cm to 500 cm. In this embodiment, they are juxtaposed at intervals of 40 cm. And the ratio of the total area of all the said bottom part opening 9 with respect to the area of the bottom face 10 of the water channel seen in the extension direction of this water channel 3 is set to 10-30%, and is set to about 15% in a present Example. Has been. Each of the water channel side wall portions 6 and 6 is provided with a side wall opening 11 so as to be positioned on the upper side of the water channel side wall portion 6 and 6 so as to correspond to the bottom opening 9. 11 is closed by a chestnut filling portion 12 provided on the back side of the head 11. As shown in FIG. 2, the lower end 13 of the side wall opening 11 is below the minimum water level LA of the water channel 3, and the upper end 15 of the side wall opening 11 is substantially matched with the maximum water level LB of the water channel 3. 2 and 4, the lower end 13 is set to be 10 cm above the bottom surface 10 of the water channel, for example, 10 cm above. In addition, a wooden covering material 16 is attached to the left and right water channel side wall portions 11 and 11 so as not to block the side wall opening 11 in consideration of ecosystem and landscape.

これをより具体的に説明すれば、前記水路3は、プレキャストコンクリート製のU字溝状の水路ブロック17をその水路部19を連通させて順次連結することにより構築されている。該水路ブロック17は、図5〜6に示すように、矩形板状の底板20の左右両側で側板21,21が外方に稍傾斜状態で一連に立設され該両側板21,21間で前記水路部19を形成する。又、その内面部の下端両側は円弧面22,22に形成され、該円弧面22,22の下縁23,23間が前記水路部19の底面25とされると共に、両側板21,21の上端は外方に屈曲され、屈曲部26の上面27は平坦に形成されている。又前記底板20の左右部分の前後に、左右対向状態で、底板20の長さ方向(水路の延長方向)に長い矩形状の前記底部開口9,9が貫設されている。   More specifically, the water channel 3 is constructed by sequentially connecting a U-shaped groove-shaped water channel block 17 made of precast concrete with the water channel portion 19 communicating therewith. As shown in FIGS. 5 to 6, the water channel block 17 has a side plate 21, 21 standing upright on both the left and right sides of the rectangular plate-like bottom plate 20, and a series of standing between the side plates 21, 21. The water channel portion 19 is formed. Further, both lower end sides of the inner surface portion are formed on the arc surfaces 22, 22, and a space between the lower edges 23, 23 of the arc surfaces 22, 22 serves as a bottom surface 25 of the water channel portion 19. The upper end is bent outward, and the upper surface 27 of the bent portion 26 is formed flat. Further, rectangular bottom openings 9, 9 extending in the length direction of the bottom plate 20 (extending direction of the water channel) are provided in front and rear of the left and right portions of the bottom plate 20 so as to face each other.

該水路ブロック17の各部の寸法を図3、図5〜6に基づいて例示すれば、ブロックの前後長さL1が200cm、前記水路部19の底面25の左右幅L2が200cm、水路上端の左右幅L3が250cm、水路高さL4が150cm、ブロック厚さL5が14cmに設定されている。又前記底部開口9は、その長辺長さL6が60cmでその短辺長さL7が25cmに設定され、その深さはブロック厚さに相応して14cmである。又、前後隣り合う底部開口9,9間の間隔L8は40cmに設定されると共に、該底部開口9とブロックの前後端29,30間の長さL9は20cmに設定されている。そして、前記水路部19の底面25の面積が40000cm2 で、4つの底部開口9,9,9,9の合計面積が600cm2 であることから、水路部の底面25の面積に対する底部開口9の全ての合計面積の割合は15%程度となる。 If the dimensions of each part of the water channel block 17 are illustrated based on FIG. 3 and FIGS. 5 to 6, the front-rear length L1 of the block is 200 cm, the left-right width L2 of the bottom surface 25 of the water channel part 19 is 200 cm, The width L3 is set to 250 cm, the water channel height L4 is set to 150 cm, and the block thickness L5 is set to 14 cm. The bottom opening 9 has a long side length L6 of 60 cm and a short side length L7 of 25 cm, and a depth of 14 cm corresponding to the block thickness. A distance L8 between the bottom openings 9 and 9 adjacent to each other is set to 40 cm, and a length L9 between the bottom opening 9 and the front and rear ends 29 and 30 of the block is set to 20 cm. The area of the bottom surface 25 of the water channel section 19 is in 40000Cm 2, the total area of the four bottom opening 9,9,9,9 is because it is 600 cm 2, the bottom opening 9 to the area of the bottom surface 25 of the water channel section The total area ratio is about 15%.

又前記両側板21,21には、上下に長い矩形状を呈する前記側壁開口11の3本が、側板21の前後方向(水路部19の延長方向)に、所要間隔を置いて平行状態で貫設されている。該側壁開口11の上下長さは110cmで、その幅は10cmに、又側壁開口11,11間の間隔は15cmに設定されている。そして該側壁開口11の下端13は、水路部底面25の10cm上に位置するように高さL10が設定されると共に、該側壁開口11の上端15は、前記水路部の底面25の120cm上に位置するように高さL11が設定されている。   Further, the side plates 21 and 21 are provided with three side wall openings 11 each having a rectangular shape extending vertically in the front-rear direction of the side plate 21 (extending direction of the water channel portion 19) in parallel with a predetermined interval. It is installed. The side wall opening 11 has a vertical length of 110 cm, a width of 10 cm, and a space between the side wall openings 11 and 11 of 15 cm. The height L10 is set so that the lower end 13 of the side wall opening 11 is located 10 cm above the bottom surface 25 of the water channel part, and the upper end 15 of the side wall opening 11 is 120 cm above the bottom surface 25 of the water channel part. The height L11 is set so as to be positioned.

前記3本の側壁開口11,11,11は、図6に示すように、両端に位置する側壁開口11a,11bの外側の縁31,32が前記底部開口9の前後端33,35に合致されている。そして該側壁開口11の下端13は、前記のように水路の最低水位LA以下に設定されるのであるが、生態系を維持するに必要な最低水位LAを10〜15cmとすれば、側壁開口11の前記下端13の高さ10cmは、最低水位LA以下にある。又該側壁開口11の上端15は、前記のように水路の最大水位に略合致させてあるが、最大水位LBは通常、水路高さH(図2)の80〜90%の位置に設定されるため、水路高さHが150cmである本実施例においては最大水位LBが120〜135cmとなり、側壁開口11の前記上端15の高さ120cmは、最大水位以下にある。   As shown in FIG. 6, the three side wall openings 11, 11, 11 are arranged such that the outer edges 31, 32 of the side wall openings 11 a, 11 b located at both ends are aligned with the front and rear ends 33, 35 of the bottom opening 9. ing. The lower end 13 of the side wall opening 11 is set below the minimum water level LA of the water channel as described above. If the minimum water level LA necessary for maintaining the ecosystem is 10 to 15 cm, the side wall opening 11 The height 10 cm of the lower end 13 is below the minimum water level LA. The upper end 15 of the side wall opening 11 substantially matches the maximum water level of the water channel as described above, but the maximum water level LB is usually set at a position of 80 to 90% of the water channel height H (FIG. 2). Therefore, in the present embodiment where the water channel height H is 150 cm, the maximum water level LB is 120 to 135 cm, and the height 120 cm of the upper end 15 of the side wall opening 11 is below the maximum water level.

かかる構成の水路ブロック17を図4に示すように、接合端面36,36間に止水材を介在させて地盤36に敷設し、且つ、水路ブロック17,17相互を連結金具37を用いてボルト39で連結することにより前記水路3が構築される。そして水路底部5の左右両側部分7,7には、前記底部開口9が40cmの間隔で並設されており、左右の底部開口9,9は対向している。   As shown in FIG. 4, the water channel block 17 having such a structure is laid on the ground 36 with a water blocking material interposed between the joint end surfaces 36 and 36, and the water channel blocks 17 and 17 are connected to each other by using a connecting bracket 37. The water channel 3 is constructed by connecting at 39. The left and right side portions 7 and 7 of the water channel bottom 5 have the bottom openings 9 arranged in parallel at an interval of 40 cm, and the left and right bottom openings 9 and 9 face each other.

このように水路3を構築した後、両水路側壁部6,6の裏側に、図2に示すように、前記側壁開口11の上下端に亘る範囲で前記栗石充填部12が形成されるのであるが、使用する栗石40の粒径は、該栗石40が前記側壁開口11から零れ出ないように例えば150mm程度に設定される。又該栗石充填部12は、図2に示すように、前記水路側壁部6の外面41に接する側を除いて吸い出し防止シート42で覆われている。該吸い出し防止シート42は、透水性は有するが、裏側の土砂が栗石充填部12に流出するのを阻止するものである。   After the water channel 3 is constructed in this manner, the chestnut filling portion 12 is formed on the back side of the both water channel side wall portions 6 and 6 in a range extending from the upper and lower ends of the side wall opening 11 as shown in FIG. However, the particle size of the chestnut 40 used is set to, for example, about 150 mm so that the chestnut 40 does not spill out of the side wall opening 11. Further, as shown in FIG. 2, the chestnut filling portion 12 is covered with a suction preventing sheet 42 except for the side in contact with the outer surface 41 of the water channel side wall portion 6. The suction preventing sheet 42 has water permeability but prevents the backside earth and sand from flowing out into the chestnut filling portion 12.

該吸い出し防止シート42で被覆された前記栗石充填部12を施工する要領を図7に基づいて説明すれば、先ず、該吸い出し防止シート42の下側部分を前記水路側壁部6の外面41に当接させ、該当接シート部44の上端高さにまで土砂45を埋め戻す。その後、該埋め戻した土砂の上面46を、形成せんとする栗石充填部12の厚さに相当する幅で覆う。その後、吸い出し防止シート42を立ち上げながらその立上りシート部47と水路側壁部6との間に栗石40を充填していき、該立上りシート部47の裏側に土砂45を順次埋め戻す。このような栗石40の充填は、前記側壁開口11の上端高さまで行なう。然る後、完成された栗石充填部12の上面49を吸い出し防止シート42の上側部分50で覆うと共に、該吸い出し防止シート42の上端部分50を前記水路側壁部6の上端部分の外面52に当接状態にする。その後、水路側壁部6の上端高さまで土砂45を埋め戻す。これにより、吸い出し防止シート42で覆われた栗石充填部12が水路側壁部6の裏側に形成され、従って前記側壁開口11の裏面側は栗石充填部12で塞がれた状態となる。なお前記栗石充填部12は、前記水路側壁部6の全長に亘って連続状態に形成される他、例えば前記3本の側壁開口11,11,11の組毎に不連続状態で形成されることもある。   The procedure for constructing the chestnut filling portion 12 covered with the suction prevention sheet 42 will be described with reference to FIG. 7. First, the lower portion of the suction prevention sheet 42 is brought into contact with the outer surface 41 of the channel side wall portion 6. The earth and sand 45 is backfilled up to the height of the upper end of the contact sheet portion 44. Thereafter, the upper surface 46 of the backfilled earth and sand is covered with a width corresponding to the thickness of the chestnut filling portion 12 to be formed. Thereafter, the chestnut 40 is filled between the rising sheet portion 47 and the water channel side wall portion 6 while raising the suction preventing sheet 42, and the earth and sand 45 are sequentially refilled on the back side of the rising sheet portion 47. The filling of the chestnut 40 is performed up to the upper end height of the side wall opening 11. Thereafter, the upper surface 49 of the completed chestnut filling portion 12 is covered with the upper portion 50 of the suction prevention sheet 42 and the upper end portion 50 of the suction prevention sheet 42 is brought into contact with the outer surface 52 of the upper end portion of the water channel side wall portion 6. Make contact. Then, the earth and sand 45 is backfilled to the height of the upper end of the water channel side wall portion 6. As a result, the chestnut filling portion 12 covered with the suction preventing sheet 42 is formed on the back side of the water channel side wall portion 6, so that the back side of the side wall opening 11 is closed by the chestnut filling portion 12. The chestnut filling part 12 is formed in a continuous state over the entire length of the water channel side wall part 6, and is formed in a discontinuous state for each set of the three side wall openings 11, 11, 11, for example. There is also.

本実施例においては、水路3を構築した後、図1〜2に示すように、水路側壁部6,6の内面53に、前記側壁開口11を閉塞しないように木製被覆材16が張り付けられる。該木製被覆材16は、間伐材を半割りして形成されており、その長さ方向を縦にして張り付けられている。その張り付けは、例えば図8に示すように、前記内面53に埋設したインサート55に螺合されたステンレスボルト56を用い、前記木製被覆材16の両端寄り部位57,57を固定して行う。同様にして前記屈曲部26の前記上面27にも、前記半割りの木製被覆材16をその長さ方向を水路延長方向にして固定している。   In this embodiment, after the water channel 3 is constructed, as shown in FIGS. 1 and 2, the wooden covering material 16 is pasted on the inner surfaces 53 of the water channel side wall portions 6 and 6 so as not to block the side wall openings 11. The wooden covering material 16 is formed by halving a thinned material, and is pasted with its length direction being vertical. For example, as shown in FIG. 8, the attachment is performed by using stainless bolts 56 screwed into an insert 55 embedded in the inner surface 53 and fixing the portions 57 and 57 near the both ends of the wooden covering material 16. Similarly, the halved wooden covering material 16 is also fixed to the upper surface 27 of the bent portion 26 with its length direction set as the water channel extending direction.

このように構築された水路3においては、前記底部開口9で水生植物が定着し、図9〜10に示すように、地山58に根が張って水生植物59が良好に繁茂する。底部開口9は、前記のように水路底部5の左右両側部分にのみ設けられているため、水生植物の繁茂は水路の両側部分では発生しているが、通水の中心的機能を果たす水路中央部分ではその発生が抑制されている。   In the water channel 3 constructed in this way, aquatic plants settle in the bottom opening 9, and the aquatic plants 59 grow well with roots in the natural ground 58 as shown in FIGS. Since the bottom opening 9 is provided only on the left and right side portions of the water channel bottom portion 5 as described above, the aquatic plant overgrowth occurs on both side portions of the water channel, but the center of the water channel fulfills the central function of water flow. The occurrence is suppressed in the part.

このように水路中央部分では水生植物の発生が抑えられているため、水路の通水能力を良好に確保できる。そして、水路の両側部分(水路周辺部)では、繁茂した水生植物が障害物となって流速が遅くなり、又、日陰となる内部空間が形成されるため、該内部空間は、水生動物(例えば、遊泳力の弱いメダカ等の小魚や幼魚、貝類、ゲンゴロウやヤゴ等の水生昆虫)や両性類等の陸水動物の好適な休息場所、産卵場所、成育場所となり、又、好適な隠れ家、餌場となる。そして底部開口9は前記のように40cm間隔で設けられているため、図10に示すように、前後隣り合う底部開口9,9での水生植物繁茂部60,60間には40cm程度の途切れ部61が生ずる。従って、この途切れ部61において魚類等が水路横断方向で自由に移動できると共に、新鮮な水路水が該途切れ部61を通して、水生植物繁茂部60の内部空間や水生植物繁茂部60と水路側壁部6との間の空間部に流入できる。この流入によって、該水生植物繁茂部60の内部空間等の水が淀んで酸素不足になるのを防止でき、魚類等の生息を良好となし得るのである。   Thus, since the generation | occurrence | production of aquatic plants is suppressed in the center part of a waterway, the water flow capability of a waterway can be ensured favorable. In both sides of the water channel (periphery of the water channel), a prosperous aquatic plant becomes an obstacle and the flow velocity is slow, and an internal space that is shaded is formed. , Small fish such as medaka with weak swimming ability, juvenile fish, shellfish, aquatic insects such as gengoro and yago) and amphibians, etc. It becomes a place. Since the bottom openings 9 are provided at intervals of 40 cm as described above, as shown in FIG. 10, there is a gap of about 40 cm between the aquatic plant prosperous parts 60, 60 in the bottom openings 9, 9 adjacent to each other. 61 occurs. Accordingly, fish and the like can freely move in the crossing direction in the cut portion 61, and fresh water can pass through the cut portion 61, the internal space of the aquatic plant prosperity portion 60, the aquatic plant prosperity portion 60 and the water channel side wall portion 6. Can flow into the space between. By this inflow, it is possible to prevent water in the internal space of the aquatic plant overgrowth part 60 from drowning and becoming deficient in oxygen, and to make fish and the like live well.

又前記底部開口9で繁茂した植物が、該底部開口9の上側に位置する前記側壁開口11に達し或いは該側壁開口11を覆った状態となることによって、繁茂した植物を介して、水路の底部側62から側壁開口11に至る連続した生息空間が形成される。そのため、水路底部5で生息する昆虫類や両生類が、前記植物の茎や葉を伝って上方向に移動し前記側壁開口11に至ることができる。そして該側壁開口11の奥側には栗石充填部12があるため、側壁開口11や栗石充填部12の隙間は、水生動物や陸水動物の休息場所や隠れ家となる。該側壁開口11や栗石充填部12は、水路の水位如何によっては、水没状態となる場合や水没はしないが湿った状態となる場合、更には乾いた状態となる場合が生ずるが、このような種々の環境を提供できることは水生動物や陸水動物にとって好都合である。   Further, when the plant that has flourished in the bottom opening 9 reaches the side wall opening 11 located above the bottom opening 9 or covers the side wall opening 11, the bottom portion of the water channel is passed through the overgrown plant. A continuous habitat from the side 62 to the side wall opening 11 is formed. Therefore, insects and amphibians that inhabit the water channel bottom 5 can move upward along the stems and leaves of the plant and reach the side wall opening 11. Since there is a chestnut filling portion 12 at the back side of the side wall opening 11, the gap between the side wall opening 11 and the chestnut filling portion 12 becomes a resting place or a retreat for aquatic animals and land water animals. Depending on the water level of the water channel, the side wall opening 11 and the chestnut filling portion 12 may be submerged, submerged or damp but may be damp, or even dry. The ability to provide a variety of environments is advantageous for aquatic and terrestrial animals.

又前記木製被覆材16の表面63は、コンクリートの表面とは異なり太陽熱で熱くなりにくく又滑りにくいため、植物の茎や葉を伝って上方向に移動したヤゴ等の水生昆虫や両生類等は、前記木製被覆材16の表面63を伝って水路側壁部6を上方向に容易に移動できる。そして木製被覆材16の表面63で苔等が繁殖した場合は、これが水生昆虫等の餌ともなり得る。   Also, the surface 63 of the wooden covering 16 is unlikely to be heated or slipped by solar heat unlike the concrete surface, so aquatic insects and amphibians such as goats that have moved upward through the stems and leaves of plants, The water channel side wall portion 6 can be easily moved upward along the surface 63 of the wooden covering material 16. And when moss etc. propagated on the surface 63 of the wooden coating | covering material 16, this can also become food, such as an aquatic insect.

このように構築された水路3によるときは、水生植物の発生が抑えられている水路の中央部分において良好な通水能力を確保できると共に、水路底部の側部分の前記水生植物繁茂部60では、その内部空間を水が通過できるため、水路内に張り出した生息空間を仕切り体で形成する従来の護岸構造における場合とは異なり、水生植物繁茂部60が通水断面積を減少させることが少ない。なお本実施例においては、水生植物の繁茂部となる底部開口9を、水路の延長方向に長いものとして構成しているため、該底部開口9が水路3の幅方向に長い場合に比し、流水の受ける抵抗をより小さくできて好ましい。   When using the water channel 3 constructed in this way, it is possible to ensure a good water flow capacity in the central part of the water channel where generation of aquatic plants is suppressed, and in the aquatic plant prosperous part 60 at the side part of the water channel bottom, Since water can pass through the internal space, the aquatic plant overgrowth portion 60 rarely reduces the cross-sectional area of the water passage, unlike the conventional revetment structure in which the habitat space that protrudes into the water channel is formed by a partition. In the present embodiment, since the bottom opening 9 that is a prosperous part of the aquatic plant is configured to be long in the direction of extension of the water channel, compared to the case where the bottom opening 9 is long in the width direction of the water channel 3, The resistance to running water can be reduced, which is preferable.

そして前記側壁開口11は、その下端13が水路3の最低水位以下に設定されると共に、その上端15が水路3の最大水位に略合致させてあるため、水位の変動があっても該側壁開口11の全部又は一部分が水に浸かった状態にあり、少なくとも湿った状態にある。そのため該側壁開口11は、常に、水生動物の休息場所や退避場所、産卵場所等の生息空間となり得る。   The side wall opening 11 has its lower end 13 set below the minimum water level of the water channel 3 and its upper end 15 substantially matching the maximum water level of the water channel 3, so that the side wall opening 11 can be opened even if the water level fluctuates. All or part of 11 is immersed in water and at least moist. Therefore, the side wall opening 11 can always be a habitat such as a resting place, a retreating place, a spawning place, etc. for aquatic animals.

又前記のように、水路3の延長方向で見た水路3の底面10の面積に対する底部開口9の全ての合計面積の割合が15%程度に設定されているため、前記のように生態系に好ましい環境を形成できると共に、所要の通水能力を確保できる。然も、水生植物が繁茂する底部開口9の合計面積は15%程度に設定されているため、通水能力を確保するために草刈りメンテナンスに多くの労力を要するといった従来の問題点も解消できる。   As described above, since the ratio of the total area of all the bottom openings 9 to the area of the bottom surface 10 of the water channel 3 seen in the extending direction of the water channel 3 is set to about 15%, A desirable environment can be formed and the required water flow capacity can be secured. However, since the total area of the bottom opening 9 where aquatic plants thrive is set to about 15%, it is possible to solve the conventional problem that a lot of labor is required for mowing maintenance in order to secure the water flow capacity.

又、前記側壁開口11の裏側には栗石充填部12が設けられていることから、水路側壁部6の裏側における地下水が該栗石充填部12内を通って水路3に速やかに排出される。地下水がこのように排出されることから、浮力による水路3の浮き上がりを防止でき水路の安定性を向上させ得る。なお、このように地下水が水路3に排出される際、前記吸い出し防止シート42が、栗石充填部12内への土砂の流入を効果的に防止する。そして該栗石充填部12は、前記側壁開口11の下端13が水路3の最低水位以下に位置されると共にその上端15が水路3の最大水位に略合致されているため、水深の如何によらず、側壁開口11の少なくとも下端側は、通常、水没状態となる。このように水没状態にある側壁開口部分65は魚巣としても機能できる。そして、降雨時や灌漑時等の増水期において流速が最大となったときも、水没状態にある側壁開口部分は魚類等の逃げ場所として好都合となる。   Further, since the chestnut filling portion 12 is provided on the back side of the side wall opening 11, groundwater on the back side of the channel side wall portion 6 is quickly discharged into the water channel 3 through the chestnut filling portion 12. Since the groundwater is discharged in this way, the water channel 3 can be prevented from rising due to buoyancy, and the stability of the water channel can be improved. In addition, when the groundwater is discharged to the water channel 3 in this way, the suction prevention sheet 42 effectively prevents the inflow of earth and sand into the chestnut filling portion 12. And since the lower end 13 of the said side wall opening 11 is located below the minimum water level of the water channel 3, and the upper end 15 is substantially matched with the maximum water level of the water channel 3, this chestnut filling part 12 is irrespective of the water depth. At least the lower end side of the side wall opening 11 is usually in a submerged state. Thus, the side wall opening 65 in the submerged state can also function as a fish nest. And even when the flow velocity becomes maximum during the water increase period, such as during rainfall or irrigation, the side wall opening in the submerged state is convenient as a place for escape of fish and the like.

前記のように本発明においては、水路の底面10の面積に対する前記底部開口9の全ての合計面積の割合を10〜30%に設定しているが、該割合が30%を越えた場合は、生態系を改善する上からは一層好ましいが、水路の通水能力を確保するために草刈りメンテナンスが必要となったりして好ましくない。一方、前記割合が10%よりも小さいと、生態系改善効果が得られにくくなるために好ましくない。   As described above, in the present invention, the ratio of the total area of all the bottom openings 9 to the area of the bottom surface 10 of the water channel is set to 10 to 30%, but when the ratio exceeds 30%, Although it is more preferable from the viewpoint of improving the ecosystem, it is not preferable because mowing and maintenance are required to secure the water passage capacity. On the other hand, if the ratio is less than 10%, it is difficult to obtain an ecosystem improvement effect, which is not preferable.

なお、水生植物の植生を促すために、前記底部開口9に栗石を充填する場合もあるが、該底部開口9には自然に土砂が堆積されることから、水生植物の植生の上からは、該底部開口9に栗石を充填することは必ずしも必要でない。   In order to promote the vegetation of aquatic plants, the bottom opening 9 may be filled with chestnut, but since sediment is naturally deposited in the bottom opening 9, from above the vegetation of aquatic plants, It is not always necessary to fill the bottom opening 9 with chestnut.

図11〜12は、本発明に係る生態系配慮型水路構造1の他の態様を示すものであり、水路3は、図13に示す水路構築ブロック66を用いて構築されている。   FIGS. 11-12 shows the other aspect of the ecosystem consideration type waterway structure 1 which concerns on this invention, and the waterway 3 is constructed | assembled using the waterway construction block 66 shown in FIG.

該水路構築ブロック66は、図13、図12に示すように、側板部67の下部に底板部69を略水平に突設してなるL字型を呈しており、該底板部69に、前記と同様の底部開口9が、前後に40cmの間隔を置いて貫設されている。又、前記側板部67には前記底部開口9に対応させてその上側に位置するように、上下に長い3本の側壁開口11,11,11が、前記実施例におけると同様の配置で貫設されている。そして、該側壁開口11の下端13は前記水路の最低水位LA以下にあると共に前記側壁開口11の上端15は、前記水路の最大水位LBに略合致させてある。該上端位置及び該下端位置の一例は、前記実施例に示したと同様である。   As shown in FIGS. 13 and 12, the water channel building block 66 has an L shape formed by projecting a bottom plate portion 69 substantially horizontally at a lower portion of the side plate portion 67, and the bottom plate portion 69 has the above-described shape. A bottom opening 9 similar to the above is penetrated by a distance of 40 cm in the front-rear direction. Further, the side plate portion 67 is provided with three side wall openings 11, 11, 11 that are long in the vertical direction so as to correspond to the bottom opening 9 and are arranged in the same manner as in the above embodiment. Has been. The lower end 13 of the side wall opening 11 is below the minimum water level LA of the water channel, and the upper end 15 of the side wall opening 11 is substantially matched with the maximum water level LB of the water channel. An example of the upper end position and the lower end position is the same as that shown in the embodiment.

かかる構成の水路構築ブロック66を用いて水路3を構築するには、図13に示すように、該水路構築ブロック66を、両底板部69,69を対向状態にして且つ該対向状態にある底板部69,69間に所要間隔を設けて地盤36の左右側に敷設すると共に、接合端面36,36間に止水材を介在させ且つ連結金具37を用いてボルト39で連結する。又図12に示すように、該底板部69,69間にコンクリートを現場打ちすることにより水路底部5を形成する。形成された水路3の各部の寸法は、前記実施例におけると同様である。   In order to build the water channel 3 using the water channel building block 66 having such a configuration, as shown in FIG. 13, the water channel building block 66 is formed with the bottom plate portions 69 and 69 facing each other and the bottom plate in the facing state. A predetermined interval is provided between the portions 69 and 69 and the ground 36 is laid on the left and right sides, and a water-stopping material is interposed between the joint end surfaces 36 and 36 and is connected by a bolt 39 using a connection fitting 37. Further, as shown in FIG. 12, the water channel bottom portion 5 is formed by hitting concrete between the bottom plate portions 69 and 69 in place. The dimensions of each part of the formed water channel 3 are the same as in the above embodiment.

このようにして水路3を構築した後、前記と同様にして、両水路側壁部6,6の裏側に栗石充填部12を形成する。又前記と同様にして、両水路側壁部6,6の内面に木製被覆材16を張り付ける。   After the water channel 3 is constructed in this way, the chestnut filling portion 12 is formed on the back side of the both water channel side wall portions 6 and 6 in the same manner as described above. Further, in the same manner as described above, the wooden covering material 16 is attached to the inner surfaces of the side wall portions 6 and 6 of both water channels.

このように構築された水路3の底部開口9における水生植物の繁茂状態は図14に示すようであり、水路中央部分では水生植物の発生が抑えられているため、水路中央部分での通水能力を良好に確保できる。   The overgrowth state of aquatic plants in the bottom opening 9 of the water channel 3 constructed in this way is as shown in FIG. 14, and since the generation of aquatic plants is suppressed in the center portion of the water channel, the water flow capacity in the center portion of the water channel Can be secured satisfactorily.

そして、水路の両側部分(水路周辺部)では、繁茂した水生植物59が障害物となって流速が遅くなり、又、日陰となる内部空間が形成されるため、該内部空間は、水生動物(例えば、遊泳力の弱いメダカ等の小魚や幼魚、貝類、ゲンゴロウやヤゴ等の水生昆虫)や両性類等の陸水動物の好適な休息場所、産卵場所、成育場所となり、又、好適な隠れ家、餌場となる。そして底部開口9は前記のように40cm間隔で設けられているため、前後隣り合う底部開口9,9での水生植物繁茂部60,60間には40cm程度の途切れ部61が生ずる。従って、この途切れ部61において魚類等が水路横断方向で自由に移動できると共に、新鮮な水路水が該途切れ部61を通して、水生植物繁茂部60の内部空間や水生植物繁茂部60と水路側壁部6との間の空間部に流入できる。この流入によって、該水生植物繁茂部60の内部空間等の水が淀んで酸素不足になるのを防止でき、魚類等の生息を良好となし得るのである。   In both sides of the water channel (periphery of the water channel), the overgrown aquatic plant 59 becomes an obstacle and the flow velocity is slow, and an internal space that is shaded is formed. For example, small fish and larvae such as medaka with weak swimming ability, aquatic insects such as shellfish, gengoro and yago) and amphibians, etc. It becomes a feeding ground. Since the bottom openings 9 are provided at an interval of 40 cm as described above, a break portion 61 of about 40 cm is formed between the aquatic plant overgrowth parts 60 and 60 in the bottom openings 9 and 9 adjacent to each other. Accordingly, fish and the like can freely move in the crossing direction in the cut portion 61, and fresh water can pass through the cut portion 61, the internal space of the aquatic plant prosperity portion 60, the aquatic plant prosperity portion 60 and the water channel side wall portion 6. Can flow into the space between. By this inflow, it is possible to prevent water in the internal space of the aquatic plant overgrowth part 60 from drowning and becoming deficient in oxygen, and to make fish and the like live well.

又、水路の両側部分(水路周辺部)では、水生植物の繁茂によって、魚類や水生昆虫類、両性類等の小動物の生息に適した流速の遅い生息空間が前記と同様に形成される。又、前記底部開口9で繁茂した植物は、図14に示すように、該底部開口9の上側に位置する如く設けられた前記側壁開口11に達し或いは該側壁開口11を覆った状態となることによって、繁茂した植物を介して、水路の底部側62から側壁開口11に至る連続した生息空間が形成される。そのため、水路底部5で生息する昆虫類や両生類が、前記植物の茎や葉を伝って上方向に移動し前記側壁開口11に至ることができる。そして該側壁開口11の奥側には栗石充填部12があるため、側壁開口11や栗石充填部12の隙間は、水生動物や陸水動物の生息場所や隠れ家となる。該側壁開口11や栗石充填部12は、水路3の水位如何によっては、水没状態となる場合や水没はしないが湿った状態となる場合、更には乾いた状態となる場合が生ずるが、このような種々の環境を提供できることは水生動物や陸水動物にとって好都合である。   In addition, on both sides of the water channel (periphery of the water channel), due to the overgrowth of aquatic plants, a habitat with a low flow rate suitable for inhabiting small animals such as fish, aquatic insects, and amphibians is formed in the same manner as described above. Further, as shown in FIG. 14, the plant that has flourished in the bottom opening 9 reaches or covers the side wall opening 11 provided so as to be located above the bottom opening 9. Thus, a continuous habitat space extending from the bottom side 62 of the water channel to the side wall opening 11 is formed through the overgrown plants. Therefore, insects and amphibians that inhabit the water channel bottom 5 can move upward along the stems and leaves of the plant and reach the side wall opening 11. Since there is a chestnut filling portion 12 at the back side of the side wall opening 11, the gap between the side wall opening 11 and the chestnut filling portion 12 becomes a habitat or a hideout for aquatic animals and land water animals. Depending on the water level of the water channel 3, the side wall opening 11 and the chestnut filling portion 12 may be submerged, may not be submerged, but may be wet, or may be further dry. The ability to provide a variety of environments is advantageous for aquatic and terrestrial animals.

又前記木製被覆材16の表面63は、コンクリートの表面とは異なり太陽熱で熱くなりにくく又滑りにくいため、植物の茎や葉を伝って上方向に移動したヤゴ等の水生昆虫や両生類等は、前記木製被覆材16の表面63を伝って水路側壁部6を上方向に容易に移動できる。そして木製被覆材16の表面63で苔等が繁殖した場合は、これが水生昆虫等の餌ともなり得る。この点は前記実施例におけると同様である。   Also, the surface 63 of the wooden covering 16 is unlikely to be heated or slipped by solar heat unlike the concrete surface, so aquatic insects and amphibians such as goats that have moved upward through the stems and leaves of plants, The water channel side wall portion 6 can be easily moved upward along the surface 63 of the wooden covering material 16. And when moss etc. propagated on the surface 63 of the wooden coating | covering material 16, this can also become food, such as an aquatic insect. This is the same as in the previous embodiment.

なお本実施例においても、水生植物の繁茂部となる底部開口9を、水路の延長方向に長いものとして構成しているため、底部開口9が水路3の幅方向に長い場合に比し、流水の受ける抵抗をより小さくできて好ましい。そして前記側壁開口11は、その下端13が水路3の最低水位以下に設定されると共に、その上端15が水路3の最大水位以下に略合致されているため、水位の変動があっても該側壁開口11の全部又は一部分が必ず水に浸かった状態にある。そのため該側壁開口11は、常に、水生動物の休息場所や退避場所、産卵場所等の生息空間となり得る。   In this embodiment as well, the bottom opening 9 that is a prosperous part of the aquatic plant is configured to be long in the direction of extension of the water channel, so that compared to the case where the bottom opening 9 is long in the width direction of the water channel 3, It is preferable that the resistance received by can be reduced. The side wall opening 11 has its lower end 13 set below the lowest water level of the water channel 3 and its upper end 15 approximately matched with the maximum water level below the water channel 3. All or a part of the opening 11 is always immersed in water. Therefore, the side wall opening 11 can always be a habitat such as a resting place, a retreating place, a spawning place, etc. for aquatic animals.

又前記のように、水路3の延長方向で見た水路の底面10の面積に対する底部開口9の全ての合計面積の割合が15%程度に設定されているため、前記のように生態系に好ましい環境を形成できると共に、所要の通水能力を確保できる。然も、水生植物が繁茂する底部開口9の合計面積は15%程度に設定されているため、通水能力を確保するために草刈りメンテナンスに多くの労力を要するといった従来の問題点も解消できる。   Further, as described above, since the ratio of the total area of all the bottom openings 9 to the area of the bottom surface 10 of the water channel viewed in the extending direction of the water channel 3 is set to about 15%, it is preferable for the ecosystem as described above. The environment can be formed and the required water flow capacity can be secured. However, since the total area of the bottom opening 9 where aquatic plants thrive is set to about 15%, it is possible to solve the conventional problem that a lot of labor is required for mowing maintenance in order to secure the water flow capacity.

又、前記側壁開口11の裏側には栗石充填部12が設けられていることから、水路側壁部6の裏側における地下水が該栗石充填部12内を通って水路3に速やかに排出される。地下水がこのように排出されることから、浮力による水路3の浮き上がりを防止でき水路の安定性を向上させ得る。なお、このように地下水が水路3に排出される際、前記吸い出し防止シート42が、栗石充填部12内への土砂の流入を効果的に防止する。そして該栗石充填部12は、前記側壁開口11の下端13が水路3の最低水位以下に位置されると共にその上端15が水路3の最大水位に略合致されているため、水深の如何によらず、側壁開口11の少なくとも下端側は、通常、水没状態となる。このように水没状態にある側壁開口部分65は魚巣としても機能できる。そして、降雨時や灌漑時等の増水期において流速が最大となったときも、水没状態にある側壁開口部分は魚類等の逃げ場所として好都合となる。   Further, since the chestnut filling portion 12 is provided on the back side of the side wall opening 11, groundwater on the back side of the channel side wall portion 6 is quickly discharged into the water channel 3 through the chestnut filling portion 12. Since the groundwater is discharged in this way, the water channel 3 can be prevented from rising due to buoyancy, and the stability of the water channel can be improved. In addition, when the groundwater is discharged to the water channel 3 in this way, the suction prevention sheet 42 effectively prevents the inflow of earth and sand into the chestnut filling portion 12. And since the lower end 13 of the said side wall opening 11 is located below the minimum water level of the water channel 3, and the upper end 15 is substantially matched with the maximum water level of the water channel 3, this chestnut filling part 12 is irrespective of the water depth. At least the lower end side of the side wall opening 11 is usually in a submerged state. Thus, the side wall opening 65 in the submerged state can also function as a fish nest. And even when the flow velocity becomes maximum during the water increase period, such as during rainfall or irrigation, the side wall opening in the submerged state is convenient as a place for escape of fish and the like.

本発明は、前記実施例で示したものに限定されるものでは決してなく、「特許請求の範囲」の記載内で種々の設計変更が可能であることはいうまでもない。その一例を挙げれば次のようである。
(1) 本発明において、水路3の延長方向で見た底部開口9の配置間隔が10cm〜500cmであるとは、図15に示すように、単一の底部開口9が水路の長さ方向で見て10cm〜500cmの間隔で配置されることを意味することの他、図16に示すように、底部開口9を例えば10cm間隔で複数個配置した後、500cmの間隔を置いて更に10cm間隔で複数個配置する場合を含むものである。なお該下限値(10cm)は、前記水生植物繁茂部60,60間の前記途切れ部61における魚類等の自由な移動を阻害しないように、且つ、水生植物繁茂部60の内部空間等の水が酸素不足になるのを防止できる程度に該途切れ部61を通して水路水を該内部空間等に流入させ得るように設定されている。
このように、水路の延長方向で見た底部開口9,9間の間隔を大きく設定する場合は、図15〜16に示すように、底部開口9が設けられた水路ブロック17又は水路構築ブロック66と、底部開口9が設けられていない水路ブロック70との組み合わせによって水路を構築する。
The present invention is by no means limited to those shown in the above-described embodiments, and it goes without saying that various design changes can be made within the scope of the claims. One example is as follows.
(1) In the present invention, the arrangement interval of the bottom openings 9 as viewed in the extending direction of the water channel 3 is 10 cm to 500 cm, as shown in FIG. 15, the single bottom opening 9 is in the length direction of the water channel. As shown in FIG. 16, in addition to arranging a plurality of bottom openings 9 at intervals of 10 cm, for example, at intervals of 10 cm and further at intervals of 10 cm as shown in FIG. This includes the case where a plurality are arranged. The lower limit (10 cm) is set so that free movement of fish and the like in the discontinuous portion 61 between the aquatic plant overgrowth portions 60 and 60 is not hindered, and the water in the internal space of the aquatic plant overgrowth portion 60 It is set so that water can flow into the internal space or the like through the interrupted portion 61 to such an extent that oxygen shortage can be prevented.
Thus, when setting the space | interval between the bottom part openings 9 and 9 seen in the extension direction of a water channel large, as shown to FIGS. 15-16, the water channel block 17 or the water channel construction block 66 in which the bottom part opening 9 was provided. And a water channel is constructed | assembled with the combination with the water channel block 70 in which the bottom part opening 9 is not provided.

(2) 図17は、本発明に係る生態系配慮型水路構造1のその他の態様を示すものであり、水路底部5に設けられた底部開口9が左右対向状態ではなく千鳥状態に設けられている。かかる水路底部5は、例えば図17に示すように、底板20の一側部分にのみ底部開口9が設けられた水路ブロック17を交互に左右逆向きにして敷設して構築されることの他、底部開口9が設けられていない水路ブロック17を間に挟んで構築されることもある。又図18に示すように、底板部69に底部開口9が設けられた水路構築ブロック66に、底板部69に底部開口9が設けられていない他の水路構築ブロック71を連結し、且つ、底部開口9が左右対向状態にならないようにし、両底板部69,69間にコンクリートを打設することにより構築されることもある。又図19においては、例えば水路ブロック17を用いて構築された水路5の水路底部5の一側部分にのみ底部開口9が設けられている。
このように構築された水路においても、前記底部開口9で水生植物が繁茂することによって、魚類等の生息空間を形成できる。又、水生植物の繁茂が、底部開口9が設けられた水路底部5の側部分に特定されるため、水路の通水能力が良好に確保される。
(2) FIG. 17 shows another embodiment of the ecosystem-friendly waterway structure 1 according to the present invention, in which the bottom opening 9 provided in the waterway bottom part 5 is provided in a staggered state rather than a left-right facing state. Yes. For example, as shown in FIG. 17, the water channel bottom portion 5 is constructed by laying the water channel block 17 provided with the bottom opening 9 only on one side portion of the bottom plate 20 alternately in the left and right direction, It may be constructed with a water channel block 17 not provided with a bottom opening 9 interposed therebetween. Further, as shown in FIG. 18, another channel building block 71 in which the bottom opening 9 is not provided in the bottom plate portion 69 is connected to the water channel building block 66 in which the bottom opening 9 is provided in the bottom plate portion 69, and the bottom portion It may be constructed by placing the concrete between the bottom plate portions 69, 69 so that the opening 9 is not left and right opposed. In FIG. 19, for example, a bottom opening 9 is provided only on one side of the water channel bottom 5 of the water channel 5 constructed using the water channel block 17.
Even in the water channel constructed in this manner, aquatic plants grow in the bottom opening 9 so that a habitat space for fish and the like can be formed. Moreover, since the overgrowth of aquatic plants is specified in the side part of the water channel bottom part 5 provided with the bottom part opening 9, the water flow capability of a water channel is ensured favorable.

(3) 前記底部開口9の平面視の形態は、前記長方形状の他、円形状や菱形状、六角形状、水路の延長方向に長い楕円形状や六角形状等、各種形態に設定され得る。   (3) The shape of the bottom opening 9 in plan view may be set in various forms such as a circular shape, a rhombus shape, a hexagonal shape, an elliptical shape and a hexagonal shape that are long in the extending direction of the water channel, in addition to the rectangular shape.

(4) 本発明において、底部開口9に対応させてその上側に位置する如く側壁開口11を設けるとは、該底部開口9の前後幅(水路の延長方向で見た幅)の範囲に側壁開口11が存することを意味しており、例えば図20や図21に示す態様も含まれる。   (4) In the present invention, providing the side wall opening 11 so as to be positioned above the bottom opening 9 means that the side wall opening is within the range of the front-rear width of the bottom opening 9 (the width viewed in the direction of extension of the water channel). 11 is included, and for example, the modes shown in FIGS. 20 and 21 are also included.

(5) 図22は側壁開口11の他の態様を示すものであり、側壁開口11の下端13が水路の底面10と面一に設定されている。   (5) FIG. 22 shows another embodiment of the side wall opening 11, and the lower end 13 of the side wall opening 11 is set flush with the bottom surface 10 of the water channel.

(6) 前記水路側壁部6の内面53に木製被覆材16を張り付ける場合、全ての木製被覆材16をその軸線を水路の延長方向にして張り付けられることもある。この場合、該木製被覆材16が側壁開口11を横切るように且つ上下の木製被覆材16,16間に間隔を開けて該側壁開口11を閉塞しないように張り付けるのがよい。   (6) When the wooden covering material 16 is pasted on the inner surface 53 of the water channel side wall portion 6, all the wooden covering materials 16 may be pasted with the axis of the water channel extending direction. In this case, it is preferable that the wooden covering material 16 is pasted so as to cross the side wall opening 11 and not to block the side wall opening 11 with a space between the upper and lower wooden covering materials 16, 16.

(7) 該木製被覆材16の張り付けは、前記ボルト固定の他、接着手段によってもよい。   (7) The wooden covering material 16 may be attached by an adhesive means in addition to the bolt fixing.

(8) 水路側壁部6に設ける側壁開口11は、図23に示すように、前記底部開口9に対応しない部分にも設けられる場合がある。このように設けられた側壁開口11の裏面側にも栗石充填部12を設けることにより、該側壁開口11も、底部開口9に対応して設けられた前記側壁開口11におけると同様に、水路3内に地下水を排出する機能を有すると共に、水位が高い場合には魚巣として機能できる。   (8) As shown in FIG. 23, the side wall opening 11 provided in the water channel side wall portion 6 may also be provided in a portion not corresponding to the bottom opening 9. By providing the chestnut filling portion 12 on the back surface side of the side wall opening 11 thus provided, the side wall opening 11 is also provided in the water channel 3 in the same manner as the side wall opening 11 provided corresponding to the bottom opening 9. In addition to having a function of discharging groundwater, it can function as a fish nest when the water level is high.

(9) 本発明において水路3は、直線状態ではなく蛇行状態に構築されることもある。   (9) In the present invention, the water channel 3 may be constructed in a meandering state instead of a straight state.

本発明に係る水路構造を説明する斜視図である。It is a perspective view explaining the channel structure concerning the present invention. その断面図である。FIG. その平面図である。FIG. 水路ブロックの連結状態を示す斜視図である。It is a perspective view which shows the connection state of a water channel block. 水路ブロックを示す斜視図である。It is a perspective view which shows a water channel block. その断面図である。FIG. 栗石充填部の施工工程を説明する断面図である。It is sectional drawing explaining the construction process of a chestnut filling part. 水路側壁部の内面に木製被覆材をボルト固定した状態を示す断面図である。It is sectional drawing which shows the state which bolted the wooden coating | covering material to the inner surface of the water channel side wall part. 水路底部における水生植物の繁茂状態を示す断面図である。It is sectional drawing which shows the prosperous state of the aquatic plant in a water channel bottom part. その斜視図である。FIG. 本発明に係る水路構造の他の態様を示す斜視図である。It is a perspective view which shows the other aspect of the water channel structure which concerns on this invention. その断面図である。FIG. 水路構築ブロックを地盤の左右に敷設した状態を示す斜視図である。It is a perspective view which shows the state which laid the waterway construction block on the right and left of the ground. 水路構築ブロックを用いて構築された水路の、水路底部での水生植物の繁茂状態を示す断面図である。It is sectional drawing which shows the prosperous state of the aquatic plant in the water channel bottom part of the water channel constructed | assembled using the water channel construction block. 底部開口の他の配置状態を示す平面図である。It is a top view which shows the other arrangement | positioning state of bottom part opening. 底部開口のその他の配置状態を示す平面図である。It is a top view which shows the other arrangement | positioning state of bottom part opening. 底部開口のその他の配置状態を示す平面図である。It is a top view which shows the other arrangement | positioning state of bottom part opening. 底部開口のその他の配置状態を示す平面図である。It is a top view which shows the other arrangement | positioning state of bottom part opening. 底部開口のその他の配置状態を示す平面図である。It is a top view which shows the other arrangement | positioning state of bottom part opening. 底部開口に対応させて設けた側壁開口の他の態様を示す断面図である。It is sectional drawing which shows the other aspect of the side wall opening provided corresponding to the bottom part opening. 底部開口に対応させて設けた側壁開口のその他の態様を示す断面図である。It is sectional drawing which shows the other aspect of the side wall opening provided corresponding to the bottom part opening. 側壁開口の下端を水路の底面と面一に設定した水路を示す斜視図である。It is a perspective view which shows the water channel which set the lower end of side wall opening to the bottom face of a water channel. 底部開口に対応しない部分にも側壁開口を設けた水路を示す斜視図である。It is a perspective view which shows the water channel which provided the side wall opening also in the part which does not correspond to bottom part opening. 従来の水路構造を示す断面図である。It is sectional drawing which shows the conventional water channel structure. 従来の水路構造の他の態様を示す断面図である。It is sectional drawing which shows the other aspect of the conventional water channel structure.

符号の説明Explanation of symbols

1 水路構造
3 水路
5 水路底部
6 水路側壁部
9 底部開口
10 水路の底面
11 側壁開口
12 栗石充填部
13 側壁開口の下端
15 側壁開口の上端
16 木製被覆材
17 水路ブロック
19 水路部
20 底板
21 側板
40 栗石
42 吸い出し防止シート
59 水生植物
61 途切れ部
66 水路構築ブロック
67 側板部
69 底板部
DESCRIPTION OF SYMBOLS 1 Water channel structure 3 Water channel 5 Water channel bottom part 6 Water channel side wall part 9 Bottom part opening 10 Bottom part of water channel 11 Side wall opening 12 Kuriishi filling part 13 Lower end of side wall opening 15 Upper end of side wall opening 16 Wooden covering material 17 Water channel block 19 Water channel part 20 Bottom plate 21 Side plate 40 Kuriishi 42 Suction prevention sheet 59 Aquatic plant 61 Discontinuous part 66 Waterway building block 67 Side plate part 69 Bottom plate part

Claims (2)

水路底部とその両側の水路側壁部がコンクリート製とされた水路において、前記水路底部の側部分に、該水路底部を貫通する底部開口が設けられ、又、水路の延長方向で見た該底部開口の配置間隔は、10cm〜500cmに設定されると共に前記水路の底面の面積に対する前記底部開口の全ての合計面積の割合は10〜30%に設定されている生態系配慮型水路構造であって、
前記夫々の水路側壁部には前記底部開口に対応させてその上側に位置するように側壁開口が貫設されており、
該側壁開口の裏面側は、その上下端に亘って、前記水路側壁部の裏側に設けられた栗石充填部で塞がれており、該栗石充填部は、前記側壁開口から零れ出ない粒径の栗石が、互いの間に隙間を形成する状態で充填されてなり
又前記側壁開口の下端は、前記水路の底面の10〜15cm上に位置されると共に、前記側壁開口の上端は、前記水路の最大水位である水路高さの80〜90%の位置に設定されていることを特徴とする生態系配慮型水路構造。
In a water channel in which the water channel bottom part and the water channel side wall parts on both sides thereof are made of concrete, a bottom part opening penetrating the water channel bottom part is provided in a side part of the water channel bottom part, and the bottom part opening as seen in the extending direction of the water channel The arrangement interval is set to 10 cm to 500 cm, and the ratio of the total area of all the bottom openings to the area of the bottom surface of the water channel is an ecosystem-friendly water channel structure set to 10 to 30% ,
Each of the water channel side walls is provided with a side wall opening so as to be positioned above the bottom opening corresponding to the bottom opening.
The back surface side of the side wall opening is covered with a chestnut filling portion provided on the back side of the water channel side wall portion over the upper and lower ends, and the chestnut stone filling portion has a particle size that does not spill out from the side wall opening. Of chestnuts, filled with a gap between them ,
Further, the lower end of the side wall opening is positioned 10 to 15 cm above the bottom surface of the water channel, and the upper end of the side wall opening is set to a position of 80 to 90% of the water channel height which is the maximum water level of the water channel. ecosystem friendly water channel, characterized by that.
前記水路側壁部の内面に、前記側壁開口の両側で、間伐材を半割りして形成した木製被覆材が、その長さ方向を縦にして張り付けられていることを特徴とする請求項1記載の生態系配慮型水路構造。   The wood covering material formed by halving the thinned material on both sides of the side wall opening is attached to the inner surface of the water channel side wall portion with the length direction thereof being vertically arranged. Eco-friendly waterway structure.
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