JPH03224583A - Green structure for golf having underground reservoir - Google Patents
Green structure for golf having underground reservoirInfo
- Publication number
- JPH03224583A JPH03224583A JP2002590A JP2002590A JPH03224583A JP H03224583 A JPH03224583 A JP H03224583A JP 2002590 A JP2002590 A JP 2002590A JP 2002590 A JP2002590 A JP 2002590A JP H03224583 A JPH03224583 A JP H03224583A
- Authority
- JP
- Japan
- Prior art keywords
- water
- underground
- floor soil
- layer
- green
- 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 65
- 239000002689 soil Substances 0.000 claims abstract description 12
- 239000003621 irrigation water Substances 0.000 claims abstract description 4
- 238000001556 precipitation Methods 0.000 claims abstract 2
- 239000011148 porous material Substances 0.000 claims description 11
- 239000000463 material Substances 0.000 abstract description 16
- 238000005086 pumping Methods 0.000 abstract description 8
- 230000002262 irrigation Effects 0.000 abstract description 3
- 238000003973 irrigation Methods 0.000 abstract description 3
- 239000004576 sand Substances 0.000 abstract description 3
- 230000008595 infiltration Effects 0.000 abstract description 2
- 238000001764 infiltration Methods 0.000 abstract description 2
- 230000002093 peripheral effect Effects 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 24
- 239000002245 particle Substances 0.000 description 6
- 239000008262 pumice Substances 0.000 description 6
- 244000025254 Cannabis sativa Species 0.000 description 5
- 239000004575 stone Substances 0.000 description 4
- 230000035699 permeability Effects 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 239000003337 fertilizer Substances 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 235000021384 green leafy vegetables Nutrition 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 239000000575 pesticide Substances 0.000 description 2
- 238000012876 topography Methods 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 1
- 239000000571 coke Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 239000011147 inorganic material Substances 0.000 description 1
- -1 lava Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
- 239000010803 wood ash Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、60〜100haといった広い範囲に点在す
るゴルフ場のグリーンに降った雨水や潅激水を、有効か
つ安全に利用し、周辺木理の涌養に資することができる
ゴルフ場のグリーン構造に関するものである。Detailed Description of the Invention (Field of Industrial Application) The present invention effectively and safely utilizes rainwater and irrigation water that falls on the greens of golf courses scattered over a wide area of 60 to 100 hectares. This invention relates to a golf course green structure that can contribute to the cultivation of wood.
(従来の技術)
ゴルフ場のグリーンは、踏圧固結を防止するためと、芝
草育成基盤の透水性をよくするために、砂質化され、暗
渠排水の方法がとられている。グリーンに降った雨水や
撒水は芝草育成基盤に浸透し、その浸透水は、基盤下方
の岩盤層などの不浸透層上部で集水され、下流へ放流さ
れているか又は更に地下に自然浸透されている。(Prior Art) Golf course greens are made sandy and drained through culverts in order to prevent tread pressure compaction and to improve the water permeability of the turfgrass cultivation base. Rainwater or sprayed water that falls on the green permeates into the turfgrass cultivation base, and the permeated water is collected above the impermeable layer such as the bedrock layer below the base and is discharged downstream, or is further naturally percolated underground. There is.
(発明が解決しようとする課題)
上記のように、グリーンの踏圧固結の防止のために芝草
育成基盤を砂質化すると、基盤の透水性はよくなるが、
浸透水が他の天然土壌層よりも速く流下するため、浸透
水の放出には自然環境を害さないようにする配慮が必要
である。(Problems to be Solved by the Invention) As mentioned above, if the turfgrass cultivation base is made sandy in order to prevent treading and compaction of the green, the water permeability of the base will improve, but
Because seepage water flows down faster than other natural soil layers, care must be taken to ensure that the release of seepage water does not harm the natural environment.
そのため、グリーンの表層部(床土部)のみを砂質化し
ている場合もあるが、このようにすると水はけが悪くな
り、グリーン表面の流水の問題を生じる。又、浸透水の
流下を速くすることやグリーン表面の流水は、グリーン
へ撒布した肥料や農薬などが芝草に充分吸収されること
なく、浸透水などとともに地下水や河川に流入するとの
誤解を世人に与えている。更には、これら浸透水等の地
下水への流入を防ぎ、治山、治水涌養が急務となってい
る。For this reason, only the surface layer (soil) of the green is sometimes made sandy, but this results in poor drainage and causes problems with water running off the surface of the green. In addition, by increasing the flow rate of seepage water and running water on the green surface, the public is under the misconception that fertilizers and pesticides applied to the greenery will not be fully absorbed by the turfgrass, and will flow into groundwater and rivers along with the seepage water. giving. Furthermore, there is an urgent need to prevent such seepage water from flowing into groundwater, and to carry out mountain conservation and flood control.
本発明は、上記種々の問題点を解決するためのもので、
芝草育成基盤の透水性の向上を更に高め、グリーン表面
の流水をなくし、地下に集水することにより、その水を
再利用することを目的とするもので、暗渠排水を集水・
放出するのではなく、地下構造を多間隙化、多孔隙化し
、貯水能力を上げ、天然氷の再利用する途を拓いたもの
である。The present invention is intended to solve the various problems mentioned above.
The purpose of this project is to further improve the water permeability of the turfgrass cultivation base, eliminate running water on the green surface, and collect water underground, thereby reusing the water.
Rather than releasing it, the underground structure was made more porous and porous, increasing its water storage capacity and paving the way for the reuse of natural ice.
(問題を解決するための手段)
本発明のゴルフ場のグリーン構造は、雨水などの地下浸
透を更に高め、表面芝生を良好に成育させるために、従
来の床土を浅くし、床土資材として使用する砂などの基
材を粗粒化し、又、地下の保水、貯水能力を上げるため
、床土より下方の地下構造を深くし、該地下構造部をよ
り粗い粒子孔隙の多い資材を使用して構成し、該地下構
造部の底面に地下への浸透防止のため防水シート等を敷
設して非透水層を形成し、該地下構造部に貯水能力を持
たせたことを特徴とする。(Means for Solving the Problem) In the golf course green structure of the present invention, the conventional bed soil is made shallower and used as a bed soil material in order to further increase the underground permeation of rainwater and to improve the growth of surface grass. In order to make the base material such as sand coarser, and to increase the underground water retention and storage capacity, the underground structure below the bed soil is deepened, and the underground structure is made of materials with coarser particles and more pores. The underground structure is characterized in that a waterproof sheet or the like is laid on the bottom surface of the underground structure to prevent seepage into the ground to form an impermeable layer, and the underground structure has a water storage capacity.
本発明において、貯水能力を持たせるための上記地下構
造部(貯水層)は、多間隙化、多孔隙化するために、好
ましくは軽石や溶岩あるいはコークスなど多孔質無機資
材で、粒径が20mm以上の大礫を用いて構成するとよ
い。この地下構造部は、ゴルフ場の地形、グリーン周辺
の土質などによって異なるが、50cm以上の層厚とす
るとよい。In the present invention, the underground structure (water reservoir) for providing water storage capacity is preferably made of a porous inorganic material such as pumice, lava, or coke, and has a particle size of 20 mm in order to have multiple pores and pores. It is recommended that the structure be constructed using the above-mentioned cobblestones. The thickness of this underground structure varies depending on the topography of the golf course, the soil quality around the green, etc., but it is preferable to have a layer thickness of 50 cm or more.
地下構造部の底面を構成する非透水層は、布地に防水処
理を施した防水シートでもよく、又プラスチックシート
でもよい。更には、粘土質層等としてもよい。The impermeable layer constituting the bottom surface of the underground structure may be a waterproof sheet made of fabric subjected to waterproof treatment, or may be a plastic sheet. Furthermore, it may be a clay layer or the like.
地下の貯水層に貯留した水は、揚水タンクに集水させた
のち、揚水ポンプでスプリンクラ−や場内潅漑水システ
ムに送水してそれぞれの用途に使用する。なお、貯留水
は必ずしも揚水タンクに集める必要はなく、直接貯水層
から汲み上げられるようにしてもよい。The water stored in the underground reservoir is collected in a pumping tank, and then pumped to the sprinklers and on-site irrigation system for use. Note that the stored water does not necessarily need to be collected in a pumping tank, and may be pumped directly from the water reservoir.
(実施例)
以下、本発明を実施例に基づき説明するが、本発明はこ
れに限られるものではない。(Example) The present invention will be described below based on Examples, but the present invention is not limited thereto.
グリーン用芝生を植付け、育成するための床±1は、3
〜7cmの厚さで良好なパッチング面が供給できた。こ
の場合の床土基材としては、直径1.0mm以上のよく
揃った砂を用いることにより、透水が速く、かなりの雨
量の降雨でも表面流水が認められな(なった。The floor ±1 for planting and growing green grass is 3
A good patching surface could be provided with a thickness of ~7 cm. In this case, by using well-aligned sand with a diameter of 1.0 mm or more as the bed soil base material, water permeation is fast, and no surface runoff was observed even with a considerable amount of rainfall.
床±1の下20〜40cmは根圏層2となし、軽石、焼
き粘土、セラミックスなどの多孔質な礫状資材を用い、
それらの表面右よび孔隙に保水、保肥能力を持たせる。20 to 40 cm below the floor ±1 is the rhizosphere layer 2, using porous gravel-like materials such as pumice, baked clay, and ceramics.
Their surfaces and pores have water and fertilizer retention capabilities.
用いる資材の粒径組成は、2.0mm以上の礫とし、粒
間間隙は非毛管間孔隙となし、重力水はすべて下方に浸
透するようにさせる。軽石等の資材の表面に芝草11の
根がからみつき、資材が保持していた養水分の供給を受
けるとともに、多孔隙のため芝草の根の呼吸も旺盛であ
り、正常かつ強健に成育する。The particle size composition of the material used is gravel of 2.0 mm or more, and the intergranular gaps are non-capillary pores, so that all gravity water permeates downward. The roots of the turf grass 11 are entangled with the surface of the material such as pumice stone, and are supplied with the nutrient water held by the material, and because of the porous pores, the roots of the turf grass breathe vigorously, allowing the turf grass to grow normally and robustly.
根圏層2の下にネット又は不織布を敷き、貯水層4への
根圏層2の資材の混入を防止するバリア3とする。A net or nonwoven fabric is laid under the rhizosphere layer 2 to form a barrier 3 that prevents the materials of the rhizosphere layer 2 from being mixed into the water storage layer 4.
バリア3の下方を貯水層4とする。貯水層4は、ゴルフ
場の地勢によって異なるが、50cm以上の深さとし、
浸透水の貯留にあたらせる。この貯水層4は、上記根圏
層2の資材と材質的にはほぼ同様な多孔質のものを使用
するのが好ましいが、貯水層4の場合には通常の砕石で
もよい、しかし貯水層4の場合には、根圏層2の資材よ
りも大きな粒径のものを使用する。軽石などは、粒径が
20mm以上の大礫を用いる0例えば20〜40o+m
の軽石を使用した場合、その粒間孔隙は、49.4%と
なり、深さ50cmの場合、 250mm水深の水を保
留することができた。A water storage layer 4 is located below the barrier 3. The water reservoir 4 has a depth of 50 cm or more, although it varies depending on the topography of the golf course.
It is used to store seepage water. It is preferable to use a porous material that is almost the same as the material of the rhizosphere layer 2 for this water storage layer 4. However, in the case of the water storage layer 4, ordinary crushed stone may be used. In this case, use a material with a larger particle size than the material for the rhizosphere layer 2. For pumice, etc., use cobblestones with a particle size of 20 mm or more. For example, 20 to 40 o+m.
When using pumice stone, the intergranular pore space was 49.4%, and when the depth was 50 cm, water at a depth of 250 mm could be retained.
下表に数種の資材を用いて貯水層を形成したときの孔隙
率の測定結果を示す0表中、粒間孔隙は粒子間の間隙を
示し、V/V%は容積/容積%
(容積比%)
を示す。The table below shows the measurement results of porosity when water reservoirs are formed using several types of materials. In the table below, intergranular pores indicate the gaps between particles, and V/V% is volume (%).
表
軽石
〃
〃
5号砕石
4号〃
3.4号〃
3号〃
2号〃
玉砂利
〃
5〜10 43.3 49.81
O〜40 48.9 43.42
0〜40 49.4 38.71
3〜20 46.3 1.32
0〜30 51.3 020〜
40 51.4 2.230〜
40 53.7 3.440
〜60 60.0 2.02〜
16 30.9 6.74〜1
6 34.9 11.0貯水層4
の50cm以上の深さの底面には、1〜2%の水勾配を
つけた基盤±6を掘削、整形し、その表面に不透性のシ
ート5を、貯水層4の底面および側面に密着させて敷設
し、漏水を防止し、貯水層底面とする。貯水層4の底面
木灰から送水管lOをつなぎ、揚水タンク8に導水する
。揚水タンク8の大きさは特に限定されないが、5〜1
0トン程度の容量とするとよい。貯水層4と揚水タンク
8の間にバルブ7を設置して、貯水層4と揚水タンク8
の貯水量を調節する。貯留水は揚水タンク8から揚水ポ
ンプ9により揚水し、給水管12によりスプリンクラ−
や場内潅漑水システムに送水し、芝生潅水などに利用す
る。Table pumice〃〃〃 No.5 Crushed stone〃 No.4〃 No.3.4〃 No.3〃〃 No.2〃 Gravel〃 5~10 43.3 49.81
O~40 48.9 43.42
0~40 49.4 38.71
3-20 46.3 1.32
0~30 51.3 020~
40 51.4 2.230~
40 53.7 3.440
~60 60.0 2.02~
16 30.9 6.74~1
6 34.9 11.0 Reservoir 4
At the bottom of the water storage layer 4 at a depth of 50 cm or more, a foundation ±6 with a water gradient of 1 to 2% is excavated and shaped, and an impermeable sheet 5 is tightly attached to the bottom and side surfaces of the water reservoir 4. Lay it to prevent water leakage and form the bottom of the water reservoir. A water pipe lO is connected from the wood ash on the bottom of the water storage layer 4 to lead water to the pumping tank 8. The size of the pumping tank 8 is not particularly limited, but may be between 5 and 1
It is preferable to have a capacity of about 0 tons. A valve 7 is installed between the water storage layer 4 and the pumping tank 8, and the water storage layer 4 and the pumping tank 8
Adjust the amount of water stored. The stored water is pumped up from a pumping tank 8 by a pump 9, and is sent to a sprinkler via a water supply pipe 12.
The water is sent to the on-site irrigation water system and used for lawn irrigation, etc.
(発明の効果)
本発明のグリーン構造によれば、ゴルフ場内の芝生区域
の中で、管理密度の最も高いグリーンにおいて、その浸
透水を再利用し、周辺環境の保全と、水の有効利用が図
れる。本発明においては、重力水を保持し得ない粗孔隙
を有する根圏層2を30cmの深さとし、その下の貯水
層4の深さを50cmに造成した場合、根圏層2の孔隙
率lO〜20%と、貯水層4の孔隙率45〜50%とか
ら、貯水量は255〜310mmとなり、よほどの異常
豪雨でもない限りは、浸透水を不必要に場外に排出させ
る必要がなく、場内処理が可能となった1本発明の場合
、浸透水をほぼ100%再利用できるため、ゴルフ場に
おける農薬撒布等に基く環境汚染等の誤解を解くのにも
充分役立つものである。(Effects of the Invention) According to the green structure of the present invention, infiltration water is reused in the green with the highest management density among the lawn areas of the golf course, thereby preserving the surrounding environment and making efficient use of water. I can figure it out. In the present invention, when the rhizosphere layer 2 having coarse pores that cannot hold gravity water is set to a depth of 30 cm and the water storage layer 4 below it is created to a depth of 50 cm, the porosity of the rhizosphere layer 2 is lO ~20% and the porosity of the water storage layer 4 is 45-50%, the water storage capacity is 255-310mm, and unless there is an extremely heavy rain, there is no need to unnecessarily discharge seepage water outside the site. In the case of the present invention, which has made the treatment possible, almost 100% of the permeated water can be reused, so it is fully useful in clearing up misunderstandings about environmental pollution caused by spraying pesticides on golf courses.
【図面の簡単な説明】 図は本発明の一実施例を示す断面模式図である。 図中、[Brief explanation of drawings] The figure is a schematic cross-sectional view showing one embodiment of the present invention. In the figure,
Claims (1)
部分の孔間隙を多くもたせ、該部分の底面にシート等を
敷設して非透水層を形成 し、該地下構造部に降水、潅漑水を貯留し、必要な時に
採水利用できるようにしたことを特徴とする地下貯水層
を有するゴルフ用グリーン構造。(1) The underground structure below the green bed soil is deepened to have many pore spaces, and a sheet or the like is laid on the bottom of the area to form a non-permeable layer, so that precipitation does not occur in the underground structure. A golf green structure having an underground water storage layer, which stores irrigation water and makes it possible to collect and use water when necessary.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2020025A JP2630847B2 (en) | 1990-01-30 | 1990-01-30 | Golf green structure with underground reservoir |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2020025A JP2630847B2 (en) | 1990-01-30 | 1990-01-30 | Golf green structure with underground reservoir |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03224583A true JPH03224583A (en) | 1991-10-03 |
| JP2630847B2 JP2630847B2 (en) | 1997-07-16 |
Family
ID=12015543
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2020025A Expired - Fee Related JP2630847B2 (en) | 1990-01-30 | 1990-01-30 | Golf green structure with underground reservoir |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2630847B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767302A (en) * | 2012-07-23 | 2012-11-07 | 中国神华能源股份有限公司 | Distributed underground reservoir and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57110274A (en) * | 1980-12-27 | 1982-07-09 | Toyo Green Kk | Method of creating earth's surface on which lawn, etc. are planted |
| JPS58117846U (en) * | 1982-02-08 | 1983-08-11 | 東洋グリーン株式会社 | Water retention device for grass and other vegetation surfaces |
| JPS59134217A (en) * | 1983-01-20 | 1984-08-01 | Toyo Green Kk | Formation of ground surface for vegetation of turf and the like |
| JPS61162603A (en) * | 1985-01-08 | 1986-07-23 | 東洋グリ−ン株式会社 | Construction of green soil |
| JPS62112804A (en) * | 1985-11-13 | 1987-05-23 | 株式会社 吉崎技術研究所 | Construction of sports field |
-
1990
- 1990-01-30 JP JP2020025A patent/JP2630847B2/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57110274A (en) * | 1980-12-27 | 1982-07-09 | Toyo Green Kk | Method of creating earth's surface on which lawn, etc. are planted |
| JPS58117846U (en) * | 1982-02-08 | 1983-08-11 | 東洋グリーン株式会社 | Water retention device for grass and other vegetation surfaces |
| JPS59134217A (en) * | 1983-01-20 | 1984-08-01 | Toyo Green Kk | Formation of ground surface for vegetation of turf and the like |
| JPS61162603A (en) * | 1985-01-08 | 1986-07-23 | 東洋グリ−ン株式会社 | Construction of green soil |
| JPS62112804A (en) * | 1985-11-13 | 1987-05-23 | 株式会社 吉崎技術研究所 | Construction of sports field |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767302A (en) * | 2012-07-23 | 2012-11-07 | 中国神华能源股份有限公司 | Distributed underground reservoir and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2630847B2 (en) | 1997-07-16 |
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