JP2002171850A - Circulating waterway - Google Patents
Circulating waterwayInfo
- Publication number
- JP2002171850A JP2002171850A JP2000376635A JP2000376635A JP2002171850A JP 2002171850 A JP2002171850 A JP 2002171850A JP 2000376635 A JP2000376635 A JP 2000376635A JP 2000376635 A JP2000376635 A JP 2000376635A JP 2002171850 A JP2002171850 A JP 2002171850A
- Authority
- JP
- Japan
- Prior art keywords
- groove
- water
- wetland
- layer
- lower layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 47
- 239000010410 layer Substances 0.000 claims abstract description 38
- 239000002689 soil Substances 0.000 claims abstract description 14
- 239000003610 charcoal Substances 0.000 claims abstract description 12
- 238000005192 partition Methods 0.000 claims abstract description 11
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 11
- 239000004567 concrete Substances 0.000 claims abstract description 10
- 239000002344 surface layer Substances 0.000 claims abstract description 10
- 238000001914 filtration Methods 0.000 claims abstract description 9
- 239000004575 stone Substances 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 8
- 230000035699 permeability Effects 0.000 claims description 6
- 239000008262 pumice Substances 0.000 claims description 5
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 4
- 239000011707 mineral Substances 0.000 claims description 4
- 241001070941 Castanea Species 0.000 claims description 2
- 235000014036 Castanea Nutrition 0.000 claims description 2
- 241000196324 Embryophyta Species 0.000 abstract description 8
- 241000254158 Lampyridae Species 0.000 abstract description 8
- 241000238633 Odonata Species 0.000 abstract description 4
- 241001465754 Metazoa Species 0.000 abstract description 3
- 241000733302 Lysichiton Species 0.000 abstract 1
- 238000009395 breeding Methods 0.000 description 5
- 230000001488 breeding effect Effects 0.000 description 5
- 241000251468 Actinopterygii Species 0.000 description 3
- 241000238631 Hexapoda Species 0.000 description 3
- 241000276569 Oryzias latipes Species 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 239000008213 purified water Substances 0.000 description 2
- -1 Alternatively Substances 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 239000010840 domestic wastewater Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 210000003608 fece Anatomy 0.000 description 1
- 239000010794 food waste Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000002362 mulch Substances 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000003415 peat Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000000644 propagated effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 230000017260 vegetative to reproductive phase transition of meristem Effects 0.000 description 1
- 239000010455 vermiculite Substances 0.000 description 1
- 229910052902 vermiculite Inorganic materials 0.000 description 1
- 235000019354 vermiculite Nutrition 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- Y02P60/216—
Landscapes
- Cultivation Of Plants (AREA)
- Hydroponics (AREA)
- Water Treatment By Sorption (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は公園や校庭などに構
築される人口の水路に係わり、特に水芭蕉などの植物や
蛍その他の生物を繁殖させるのに適した循環型水路に関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an artificial waterway constructed in a park or a school yard, and more particularly to a circulation type waterway suitable for breeding plants such as mizubasho, fireflies, and other organisms.
【0002】[0002]
【従来の技術】近年、河川への生活排水の排出や干潟な
どの埋め立てにより水生生物の生息する環境が失われつ
つある。このため、生物の生息に適した環境を保全する
べく廃棄物の排出量や処分方法に一定の制限を加えるな
どの法的規制が行われる一方、トンボや蛍など水生昆虫
の減少に歯止めをかけることなどを目的とした人工構造
物の研究も進んでいる。例えば、その一つに人工式の水
路がある。その種の水路は公園や校庭などの施設内に遮
水性材料から成る傾斜状の溝を構築し、その溝の一端
(上流端)に供給された水が下流に向かって自然に流下
するようにしたものであり、特に水底には水生昆虫の住
処と成す天然石などか配置され、下流に達した水はポン
プで上流端に戻され循環されるようになっている。2. Description of the Related Art In recent years, the environment where aquatic organisms inhabit has been lost due to the discharge of domestic wastewater into rivers and the reclamation of tidal flats. For this reason, legal restrictions such as imposing certain restrictions on waste emissions and disposal methods to protect the environment suitable for the habitat of living organisms are being enforced, while limiting the reduction of aquatic insects such as dragonflies and fireflies. Research on artificial structures for such purposes is also in progress. For example, one of them is an artificial waterway. This kind of waterway constructs an inclined groove made of water-blocking material in a facility such as a park or schoolyard so that water supplied to one end (upstream end) of the groove naturally flows downstream. In particular, on the bottom of the water, natural stones and the like, which make up aquatic insects, are placed, and water reaching the downstream is returned to the upstream end by a pump and circulated.
【0003】[0003]
【発明が解決しようとする課題】然し乍ら、その種の水
路は主にコンクリートにより形成されることから本来水
辺で植生するべき植物が群生することはなく、如何にも
人工的で自然景観との調和を得難いという難点があっ
た。又、水を単に循環させているだけなので循環による
曝気により溶存酸素を一定量に保つことはできても、外
部から砂塵や雨水が直接入り込んだり、放流した魚その
他の水生生物が排泄した糞や餌の残渣が堆積するなどし
て水質が次第に悪化してしまうという問題があった。こ
のため、蛍の幼虫やメダカなどを放流しても、その生存
率は低く、大部分は短期間のうちに死滅してしまうとい
う実情にある。However, since such a waterway is mainly made of concrete, plants that should originally be vegetated on the waterside do not grow on the waterside, but are artificially in harmony with the natural scenery. Was difficult to obtain. Also, since water is simply circulated, even if dissolved oxygen can be kept at a constant level by aeration due to circulation, dust and rainwater directly enter from the outside, feces discharged by fish and other aquatic organisms released, There was a problem that the water quality gradually deteriorated due to accumulation of bait residues. For this reason, even if the larvae or medaka of fireflies are released, their survival rate is low, and most of them die in a short period of time.
【0004】本発明は以上のような事情に鑑みて成され
たものであり、その主たる目的は人工の循環型水路にし
て自然景観を損なう事なく動植物を繁殖させ得るように
することにある。The present invention has been made in view of the above circumstances, and a main object of the present invention is to provide an artificial circulation type waterway so that animals and plants can be propagated without impairing the natural landscape.
【0005】[0005]
【課題を解決するための手段】本発明は上記目的を達成
するため、以下のような循環型水路を提供するものであ
る。 (1)コンクリートなどの遮水性材料から所定形状の溝
を形成し、その溝内で一端から他端に向かう水流が形成
されるようにした水路であって、その上流端と下流端が
循環ポンプを介在させた管路系にて接続されると共に、
前記溝内の部位に通水性を有する隔壁で仕切った植栽用
の湿地帯が設けられて成る循環型水路。 (2)湿地帯が植栽用土から成る表層部と、濾水性をも
つ木炭などの炭化物で成る層を含んだ下層部とで構成さ
れている上記第1項記載の循環型水路。 (3)コンクリートなどの遮水性材料から所定形状の溝
を形成し、その溝内で一端から他端に向かう水流が形成
されるようにした水路であって、前記溝は落差部を介し
て連なる複数の領域に区分され、その各領域に石材が配
置されると共に、上流端と下流端を成す領域が循環ポン
プと濾過タンクとを介在させた管路系にて接続され、前
記溝内の部位には通水性を有する隔壁で仕切った植栽用
の湿地帯が設けられ、その湿地帯が濾水性を有する下層
部と植栽用土から成る表層部とで構成され、このうち前
記下層部が砂利又は栗石の層と、木炭の層と、軽石など
多孔性鉱物質の層とを有して成ることを特徴とする循環
型水路。In order to achieve the above object, the present invention provides the following circulation type waterway. (1) A water channel in which a groove having a predetermined shape is formed from a water-blocking material such as concrete, and a water flow from one end to the other end is formed in the groove, and an upstream end and a downstream end thereof are circulating pumps. Connected by a pipeline system with
A circulating water channel comprising a wetland for planting divided by a partition having water permeability at a position in the groove. (2) The circulation type waterway according to the above (1), wherein the wetland is composed of a surface layer portion made of planting soil and a lower layer portion including a layer made of a charcoal such as charcoal having drainage. (3) A water channel in which a groove having a predetermined shape is formed from a water-impervious material such as concrete, and a water flow from one end to the other end is formed in the groove, and the groove is continuous via a head portion. It is divided into a plurality of areas, stones are arranged in each of the areas, and areas forming the upstream end and the downstream end are connected by a pipeline system with a circulation pump and a filtration tank interposed therebetween, and a portion in the groove There is provided a wetland for planting divided by a partition having water permeability, the wetland is composed of a lower layer having drainage and a surface layer made of planting soil, of which the lower layer is gravel. Alternatively, a circulation type water channel comprising a layer of chestnut stone, a layer of charcoal, and a layer of porous mineral such as pumice.
【0006】[0006]
【発明の実施の形態】以下、本発明の適用例を図面に基
づいて詳細に説明する。図1は本発明に係る循環型水路
の好適な形態を示した平面図、図2は図1におけるX−
X線断面、図3は図1におけるY−Y線断面であり、図
4には同水路における水流方向に沿う断面概略図を示
す。図中、1は本願水路を形成する傾斜状の溝であり、
この溝1は遮水性を有するコンクリート製にして内部の
水が外部に漏出せぬようにしてある。尚、その溝1はU
字溝などのプレキャストコンクリートを接続して形成す
ることもできるが、本例では現場打ちコンクリートによ
り構築される溝1として、その全長が50〜100mに
設定される。尚、これをプラスチックや金属で形成する
こともできる。又、本例において、溝1はコーナー部2
をもつU字曲線状とされ、そのコーナー部2の外周側に
は通水性を有する隔壁3で仕切った植栽用の湿地帯4が
設けられる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a plan view showing a preferred embodiment of a circulation type waterway according to the present invention, and FIG.
FIG. 3 is an X-ray cross section, and FIG. 3 is a YY cross section in FIG. 1, and FIG. 4 is a schematic cross-sectional view along the water flow direction in the water channel. In the figure, reference numeral 1 denotes an inclined groove forming a waterway of the present application,
The groove 1 is made of water-blocking concrete so that the water inside does not leak to the outside. The groove 1 is U
Although it can be formed by connecting precast concrete such as a U-shaped groove, in this example, the total length of the groove 1 constructed by cast-in-place concrete is set to 50 to 100 m. In addition, this can also be formed with a plastic or metal. Also, in this example, the groove 1 is a corner 2
And a wetland 4 for planting divided by a partition 3 having water permeability is provided on the outer peripheral side of the corner portion 2.
【0007】図2に示すように、湿地帯4は植栽用土か
ら成る層を表層部5として、その下に濾水性を有する下
層部6を設けて構成される。このうち、表層部5はこれ
を構成する植栽用土が泥流化して隔壁3から流出せぬよ
う湿地帯4を通過する流水面Lより稍高位置に設けら
れ、その層厚は概ね15〜30cmに設定される。尚、植
栽用土としては、黒土や赤土など砂、シルト、及び粘土
質を含む一般の天然用土ほか、腐葉土やピートモスなど
の有機系用土、パーライトやバーミキュライトなどの人
口用土、又はそれの二種以上を混合した培地を用いるこ
とができる。As shown in FIG. 2, the wetland 4 is composed of a layer composed of soil for planting as a surface layer 5 and a lower layer 6 having drainage provided thereunder. Of these, the surface layer portion 5 is provided at a position slightly higher than the flowing water surface L passing through the wetland 4 so that the planting soil constituting the surface portion is not muddy and does not flow out of the partition walls 3. It is set to 30 cm. In addition, as soil for planting, sand, silt such as black soil and red soil, general natural soil including clay, organic soil such as mulch and peat moss, artificial soil such as perlite and vermiculite, or two or more of them Can be used.
【0008】一方、下層部6は本例において三層構造と
される。このうち、その上部層6Aは粒径が10〜10
0mmの軽石から成る層とされ、中間層6Bは層厚が15
〜30cmに設定される木炭の層、また底部層6Cは砂利
又は栗石から成る層とされる。但し、それら各層6A〜
6Cの配列を変更したり別の層を加えた構成としても良
く、逆に木炭の単層構造としたり、これに軽石の層を加
えた二層構造としても良い。又、軽石に代えて他の多孔
性鉱物質を用いたり、木炭に代えて炭素繊維、活性炭、
若しくは石炭その他の炭化物を用いても良い。尚、本例
において、隔壁3は丸太で成る支柱3Aと横架材3Bと
により構成され、その横架材3Bの相互間に形成される
スリットから水の出入りが可能とされるが、これを金網
やパンチングメタルなどで構成しても良い。On the other hand, the lower layer portion 6 has a three-layer structure in this embodiment. The upper layer 6A has a particle size of 10 to 10
The intermediate layer 6B has a thickness of 15 mm.
The charcoal layer set to 3030 cm and the bottom layer 6C are layers made of gravel or rubble stone. However, each of these layers 6A-
The arrangement of the 6C may be changed or another layer may be added. Conversely, a single-layer structure of charcoal or a two-layer structure in which a layer of pumice is added thereto may be used. Also, other porous minerals can be used instead of pumice, or carbon fiber, activated carbon,
Alternatively, coal or other carbide may be used. In this example, the partition 3 is composed of a pillar 3A made of a log and a horizontal member 3B, and water can enter and exit through a slit formed between the horizontal members 3B. It may be composed of a wire mesh or punching metal.
【0009】ところで、溝1は図4に示すような傾斜状
にしてその一端から他端に向けて水が自然に流下するよ
う構成されるが、その流れ方向で溝1は落差部7を介し
て連なる複数(本例において4つ)の領域8,9,1
0,11に区分され、その各領域8〜11ごとに水深や
流速が順に変化するよう設定される。The groove 1 is inclined as shown in FIG. 4 so that water flows down naturally from one end to the other end. (In this example, four) areas 8, 9, 1
The water depth and the flow velocity are set so as to sequentially change in each of the regions 8 to 11.
【0010】例えば、領域8は上流端として水深が深く
緩流な淵部8A(滝壺)と水深が浅く比較的急流な瀬部
8B(越流部分)とを形成すると共に、領域9は淵部9
Aと瀬部9B、領域10は淵部10Aと瀬部10B、ま
た領域11は下流端として水溜りを成す淵部11A
(池)を形成する。特に、それら各領域8〜11の両側
縁などには天然石から成る石材12が配置されると共
に、それら各領域8〜11の境界を成す落差部7や、淵
部8Aと瀬部8B、淵部9Aと瀬部9B、及び淵部10
Aと瀬部10Bとの境にはそれぞれ石材を配列して成る
越流堰13が設けられる。尚、石材12としてはコンク
リートなどで成る擬岩を用いることもできるが、本例で
は天然の石を用い、これを溝1の底部などにコンクリー
トで固定した。[0010] For example, the region 8 forms an upstream end having a deep and slow flowing edge 8A (waterfall) and a relatively shallow and relatively steep current 8B (overflow portion). 9
A and the ridge 9B, the area 10 is the ridge 10A and the ridge 10B, and the area 11 is the downstream edge of the ridge 11A forming a puddle.
(Pond) is formed. In particular, stone materials 12 made of natural stone are arranged on both side edges of each of the regions 8 to 11, and a drop portion 7 that forms a boundary between the regions 8 to 11, an edge portion 8A and a set portion 8B, and an edge portion 9A are formed. Tobe 9B and Fuchi 10
An overflow weir 13 made of an array of stone materials is provided at the boundary between A and the set part 10B. It is to be noted that a pseudo rock made of concrete or the like can be used as the stone material 12, but in this example, a natural stone was used and fixed to the bottom of the groove 1 with concrete.
【0011】又、図1、図4に示すように上流端を成す
領域8の上部には吐水口14が設けられると共に、下流
端を成す領域11には取水口15が設けられ、領域11
に達した水が上流端の領域8に戻されて循環されるよう
になっている。As shown in FIGS. 1 and 4, a water outlet 14 is provided in an upper portion of an area 8 which forms an upstream end, and a water intake port 15 is provided in a region 11 which forms a downstream end.
Is returned to the upstream end region 8 and circulated.
【0012】16は循環用の復路を成す管路系であり、
この管路系16は地中に埋設されてその両端が領域8,
11における吐水口14と取水口15に接続される。
又、管路系16には循環ポンプ17,18と濾過タンク
19とが介在される。このうち、一方の循環ポンプ17
は領域11中の水を濾過タンク19に送り、他方の循環
ポンプ18は濾過タンク19にて浄化された浄水を最上
流の領域8に戻すためのものであり、その相互間に介在
される濾過タンク19には砂利その他の濾材が収容され
る。Reference numeral 16 denotes a pipeline system forming a return path for circulation.
This pipeline system 16 is buried underground and its both ends are in the area 8,
11 are connected to a water outlet 14 and a water intake 15.
Further, circulating pumps 17 and 18 and a filtration tank 19 are interposed in the pipeline system 16. One of the circulation pumps 17
Is for sending the water in the area 11 to the filtration tank 19, and the other circulation pump 18 is for returning the purified water purified in the filtration tank 19 to the most upstream area 8, and the filtration interposed therebetween. The tank 19 stores gravel and other filter media.
【0013】一方、図1において、20は溝1の付近に
設置した地下タンクであり、この地下タンク20には溝
1内の水量が不足したときの補給用として外部の排水溝
や雨樋などから給水管21を通じて供給される雨水が備
蓄される。尚、その給水管21にも濾材を収容した濾過
タンク22が介在され、この濾過タンク22にて地下タ
ンク20に供給される水が浄化されるようになってい
る。23は地下タンク20の貯水を溝1内へ供給するた
めの補給路であり、地下タンク20にはその貯水を補給
路23を通じて領域11に供給するべくポンプ24が設
けられる。又、豪雨などによる洪水対策として、地下タ
ンク20にオーバーフロー管25が接続されるほか、管
路系16には切替バルブ26を介して分岐する排水管2
7が接続される。尚、図1において、28は溝の近隣に
設けた遊歩道である。On the other hand, in FIG. 1, reference numeral 20 denotes an underground tank installed near the groove 1. The underground tank 20 is used for replenishment when an amount of water in the groove 1 is insufficient, such as an external drainage gutter or rain gutter. Rainwater supplied from the water supply pipe 21 is stored. A filter tank 22 containing a filter medium is interposed also in the water supply pipe 21, and the water supplied to the underground tank 20 is purified by the filter tank 22. Reference numeral 23 denotes a supply path for supplying the water stored in the underground tank 20 into the groove 1. The underground tank 20 is provided with a pump 24 for supplying the stored water to the area 11 through the supply path 23. As a countermeasure against flooding caused by heavy rain, etc., an overflow pipe 25 is connected to the underground tank 20, and a drain pipe 2 branched to a pipe system 16 via a switching valve 26.
7 is connected. In FIG. 1, reference numeral 28 denotes a promenade provided near the groove.
【0014】そして、以上のように構成される循環型水
路によれば、最上流の領域8に供給された水が領域9,
10を順に流下して最終的に最下流の領域11にまで達
し、これが循環ポンプ17により濾過タンク19へ送ら
れて浄化され、その浄水が循環ポンプ18にて最上流の
領域8に戻され、これが吐水口14より滝となって領域
8内に供給されるようになる。そして、以上のような循
環により、流水中の溶存酸素が一定量に保たれる結果、
好気性微生物が繁殖する一方、これを餌とするカワニナ
などの水生昆虫が繁殖すると共に、それらを餌として食
べるトンボや蛍などの幼虫ほか、メダカなどの小魚が繁
殖するという食物連鎖が構成される。According to the circulation type water channel constructed as described above, the water supplied to the uppermost stream area 8 is supplied to the area 9,
10 flows down sequentially to finally reach the most downstream area 11, which is sent to the filtration tank 19 by the circulation pump 17 for purification, and the purified water is returned to the most upstream area 8 by the circulation pump 18, This becomes a waterfall from the water discharge port 14 and is supplied into the area 8. And, as a result of the above-mentioned circulation, the dissolved oxygen in the running water is maintained at a constant amount,
While aerobic microorganisms are breeding, aquatic insects such as Kawanina that feed on them are breeding, and larvae such as dragonflies and fireflies that feed on them as well as small fish such as medaka are breeding. You.
【0015】特に、溝1内を流れる水が濾過タンク19
により常時浄化されるほか、その一部が隔壁3を通じて
湿地帯4に流入することによりその下層部6でも浄化さ
せるため、水質が悪化する事なく良好状態に保たれる。
この結果、水生生物は死滅することなく良好な環境下で
長らく生き続けることができる。In particular, the water flowing in the groove 1 is
In addition to being constantly purified, a part of the water flows into the wetland 4 through the partition walls 3 so as to purify the lower part 6, so that the water quality is maintained without deterioration.
As a result, aquatic organisms can continue to live for a long time in a favorable environment without dying.
【0016】一方、湿地帯4ではその表層部5に植えら
れた水芭蕉などの植物が下層部6に向けて根を張り、そ
の下層部6で吸着された食物残渣などの濾滓や溶存ミネ
ラルを栄養物として群生することになる。On the other hand, in the wetland 4, plants such as mizubasho planted in the surface layer 5 of the wetland 4 take root toward the lower layer 6, and the filter residue such as food residue and the dissolved mineral adsorbed in the lower layer 6. Will grow as nutrients.
【0017】尚、以上のような循環型水路と同様の試験
設備を構築し、2つの領域9,10で水質調査をしたと
ころ、何れも一カ月程度でCOD値が1.0前後、またPH
値が6.5前後で安定した。又、カワニナ、蛍の幼虫、
並びにメダカの稚魚をそれぞれ数十匹程度放流したとこ
ろ、それらの繁殖は予想を上回る順調ぶりで夏場には蛍
の成虫が確認された。更に、湿地帯4に植えた水芭蕉と
リュウキンカの開花も確認された。A test facility similar to the above-mentioned circulation type waterway was constructed, and the water quality was investigated in two areas 9 and 10. As a result, the COD value was around 1.0 in about one month, and the PHD was about one month.
The value stabilized around 6.5. Also, Kawaina, firefly larva,
In addition, when several tens of medaka fry were released, their breeding was smoother than expected, and adults of fireflies were confirmed in summer. Furthermore, flowering of Mizubasho and Ryukinka planted in wetland 4 was also confirmed.
【0018】[0018]
【発明の効果】以上の説明で明らかなように、本発明に
係る循環型水路によれば水路を形成する溝内に通水性を
有する隔壁で仕切った植栽用の湿地帯を設けていること
から、蛍やトンボほか魚などの水棲生物と植物とを共存
増殖させることができ、しかも植物の群生により自然感
が生まれて景観の向上が見込める。As is apparent from the above description, according to the circulation type waterway according to the present invention, a wetland for planting divided by a partition having water permeability is provided in the groove forming the waterway. Therefore, plants and aquatic organisms such as fireflies, dragonflies, and fish can coexist and proliferate, and moreover, the vegetation gives rise to a natural feeling, which is expected to improve the landscape.
【0019】特に、湿地帯が植栽用土から成る表層部の
下に濾水性をもつ木炭などの炭化物で成る層を含んだ下
層部を設けて構成されていることから、これによる水の
浄化作用により水質を良好状態に保って動植物を死滅さ
せる事なく長期に亙って繁殖させる事ができる。In particular, since the wetland is provided with a lower layer containing a layer made of charcoal such as charcoal having drainage under a surface layer made of planting soil, the water purification action by this is provided. Thereby, it is possible to breed for a long period of time without killing animals and plants by keeping water quality in good condition.
【図1】本発明に係る循環型水路の好適な一例を示した
平面図FIG. 1 is a plan view showing a preferred example of a circulation type waterway according to the present invention.
【図2】図1におけるX−X線断面図FIG. 2 is a sectional view taken along line XX in FIG.
【図3】図1におけるY−Y線断面図FIG. 3 is a sectional view taken along line YY in FIG. 1;
【図4】図1に示した循環型水路の水流方向に沿う断面
概略図FIG. 4 is a schematic cross-sectional view of the circulation type water channel shown in FIG. 1 along a water flow direction.
1 溝 2 コーナー部 3 隔壁 4 湿地帯 5 表層部 6 下層部 6A 軽石の層 6B 木炭の層 6C 砂利又は栗石の層 7 落差部 8〜11 溝内の領域 12 石材 13 越流堰 14 吐水口 15 取水口 16 管路系 17,18 循環ポンプ 19 濾過タンク DESCRIPTION OF SYMBOLS 1 Groove 2 Corner part 3 Partition wall 4 Wetland 5 Surface part 6 Lower part 6A Pumice layer 6B Charcoal layer 6C Gravel or rubble stone layer 7 Drop part 8-11 Area in groove 12 Stone 13 Overflow weir 14 Spout 15 Intake 16 Pipeline 17, 18 Circulation pump 19 Filtration tank
Claims (3)
形状の溝を形成し、その溝内で一端から他端に向かう水
流が形成されるようにした水路であって、その上流端と
下流端が循環ポンプを介在させた管路系にて接続される
と共に、前記溝内の部位に通水性を有する隔壁で仕切っ
た植栽用の湿地帯が設けられて成る循環型水路。1. A water channel in which a groove having a predetermined shape is formed from a water-blocking material such as concrete, and a water flow from one end to the other end is formed in the groove. A circulation type waterway which is connected by a pipeline system with a circulation pump interposed, and in which a wetland for planting is provided at a position in the groove by a partition having water permeability.
水性をもつ木炭などの炭化物で成る層を含んだ下層部と
で構成されている請求項1に記載の循環型水路。2. The circulation type waterway according to claim 1, wherein the wetland is composed of a surface layer made of soil for planting and a lower layer containing a layer made of charcoal such as charcoal having drainage.
形状の溝を形成し、その溝内で一端から他端に向かう水
流が形成されるようにした水路であって、前記溝は落差
部を介して連なる複数の領域に区分され、その各領域に
石材が配置されると共に、上流端と下流端を成す領域が
循環ポンプと濾過タンクとを介在させた管路系にて接続
され、前記溝内の部位には通水性を有する隔壁で仕切っ
た植栽用の湿地帯が設けられ、その湿地帯が濾水性を有
する下層部と植栽用土から成る表層部とで構成され、こ
のうち前記下層部が砂利又は栗石の層と、木炭の層と、
軽石など多孔性鉱物質の層とを有して成ることを特徴と
する循環型水路。3. A water channel in which a groove having a predetermined shape is formed from a water-impervious material such as concrete, and a water flow from one end to the other is formed in the groove. Are divided into a plurality of regions connected to each other, stones are arranged in each of the regions, and the regions forming the upstream end and the downstream end are connected by a pipeline system with a circulation pump and a filtration tank interposed therebetween, and the inside of the groove The site is provided with a wetland for planting divided by a partition having water permeability, the wetland is composed of a lower layer portion having drainage and a surface layer portion made of soil for planting, and the lower layer portion is included in the lower layer portion. But with a layer of gravel or chestnut stone and a layer of charcoal,
A circulation type water channel comprising a layer of a porous mineral such as pumice.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000376635A JP3550542B2 (en) | 2000-12-11 | 2000-12-11 | Circulation type waterway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000376635A JP3550542B2 (en) | 2000-12-11 | 2000-12-11 | Circulation type waterway |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2002171850A true JP2002171850A (en) | 2002-06-18 |
| JP3550542B2 JP3550542B2 (en) | 2004-08-04 |
Family
ID=18845470
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000376635A Expired - Fee Related JP3550542B2 (en) | 2000-12-11 | 2000-12-11 | Circulation type waterway |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3550542B2 (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004081070A (en) * | 2002-08-26 | 2004-03-18 | Toda Constr Co Ltd | Rooftop greening system |
| JP2004290188A (en) * | 2003-03-07 | 2004-10-21 | Riswood Kk | Material for covering drain |
| JP2005308927A (en) * | 2004-04-20 | 2005-11-04 | Standard Sha:Kk | Water circulation type biotope |
| KR101061465B1 (en) | 2011-05-19 | 2011-09-05 | 최하정 | Eco-friendly Greenhouse Structure for Agriculture |
| JP2017201976A (en) * | 2016-05-05 | 2017-11-16 | 鹿島建設株式会社 | Shellfish breeding system and shellfish breeding method |
| JP2019052434A (en) * | 2017-09-13 | 2019-04-04 | 株式会社竹中工務店 | Artificial river circulation system and method for repairing artificial river |
| JP2022143472A (en) * | 2021-03-17 | 2022-10-03 | 国立大学法人 筑波大学 | Biotope Experimental Facility and Conservation Facility for Aquatic Life |
| WO2026018894A1 (en) * | 2024-07-18 | 2026-01-22 | 合同会社 The Keiryu Company | Water flowing device |
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2000
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004081070A (en) * | 2002-08-26 | 2004-03-18 | Toda Constr Co Ltd | Rooftop greening system |
| JP2004290188A (en) * | 2003-03-07 | 2004-10-21 | Riswood Kk | Material for covering drain |
| JP2005308927A (en) * | 2004-04-20 | 2005-11-04 | Standard Sha:Kk | Water circulation type biotope |
| KR101061465B1 (en) | 2011-05-19 | 2011-09-05 | 최하정 | Eco-friendly Greenhouse Structure for Agriculture |
| JP2017201976A (en) * | 2016-05-05 | 2017-11-16 | 鹿島建設株式会社 | Shellfish breeding system and shellfish breeding method |
| JP2019052434A (en) * | 2017-09-13 | 2019-04-04 | 株式会社竹中工務店 | Artificial river circulation system and method for repairing artificial river |
| JP7045154B2 (en) | 2017-09-13 | 2022-03-31 | 株式会社竹中工務店 | How to repair an artificial river |
| JP2022143472A (en) * | 2021-03-17 | 2022-10-03 | 国立大学法人 筑波大学 | Biotope Experimental Facility and Conservation Facility for Aquatic Life |
| JP7478396B2 (en) | 2021-03-17 | 2024-05-07 | 国立大学法人 筑波大学 | Biotope experiment facility and aquatic life conservation facility |
| WO2026018894A1 (en) * | 2024-07-18 | 2026-01-22 | 合同会社 The Keiryu Company | Water flowing device |
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