JP2001073415A - Underground reservoir system - Google Patents
Underground reservoir systemInfo
- Publication number
- JP2001073415A JP2001073415A JP24928199A JP24928199A JP2001073415A JP 2001073415 A JP2001073415 A JP 2001073415A JP 24928199 A JP24928199 A JP 24928199A JP 24928199 A JP24928199 A JP 24928199A JP 2001073415 A JP2001073415 A JP 2001073415A
- Authority
- JP
- Japan
- Prior art keywords
- water
- layer
- underground
- collecting
- purifying
- 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
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Sewage (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、公園や運動場や駐
車場等で雨水を集水して地下に貯水し、非常用水や植生
のための灌水や公衆便所等の中水として供することがで
きるようにする地下貯水システムに関する。The present invention can collect rainwater in parks, playgrounds, parking lots and the like, store it underground, and provide it as emergency water, irrigation water for vegetation, or municipal water in public toilets. To be concerned with underground water storage systems.
【0002】[0002]
【従来の技術】公園等の敷地を利用して雨水を集水して
地下に貯水するシステムとして、従来、次に示す公報に
開示のもの知られている。 特開平10−1981号公報 例えば道路に所定深さの凹部を掘削し、この凹部内に多
数の中空ブロックを並べて設置し、中空ブロック相互を
連通管によって順次接続するとともに、道路の側溝の貯
水枡と任意の中空ブロックを流入管で接続し、凹部を埋
め戻して中空ブロックを埋設することにより、多数の中
空ブロックの集合による地下貯水槽を道路下に形成し、
側溝からの雨水を集水する。任意の中空ブロックにポン
プを設置して、貯水した雨水を取り出す。2. Description of the Related Art A system disclosed in the following publications is known as a system for collecting rainwater and storing it underground using a site such as a park. For example, a concave portion having a predetermined depth is excavated in a road, a number of hollow blocks are arranged in the concave portion, and the hollow blocks are sequentially connected to each other by a communication pipe. By connecting an arbitrary hollow block with the inflow pipe, backfilling the recess and burying the hollow block, an underground water tank with a collection of many hollow blocks is formed under the road,
Collect rainwater from gutters. Install a pump in any hollow block to take out the stored rainwater.
【0003】 特開平6−346503号公報 地下にすり鉢状の空間を形成する周壁部の内側に、これ
と間隔をおいて複数の階層部を有する階層構造体を構築
して、すり鉢状の空間の底部に貯水槽を形成し、周壁部
と階層構造体との間を通って下りてくる雨水を、底部の
貯水槽に集水する。[0003] A layered structure having a plurality of layered portions is formed inside a peripheral wall portion forming a mortar-shaped space underground and spaced apart therefrom to form a mortar-shaped space. A water tank is formed at the bottom, and rainwater that falls between the peripheral wall and the hierarchical structure is collected in the water tank at the bottom.
【0004】[0004]
【発明が解決しようとする課題】しかし、の従来例で
は、側溝からの雨水を地下に埋設した多数の中空ブロッ
クにて貯水するため、道路や駐車場等の地表が舗装され
たところでしか適用できない。また、貯水量を大きく確
保できず、かつ雨水を浄化する部分がないため、長期間
の貯水はできない。However, in the prior art, since rainwater from a gutter is stored in a large number of hollow blocks buried underground, it can be applied only when the ground surface such as a road or a parking lot is paved. . In addition, it is not possible to secure a large amount of water storage and there is no part for purifying rainwater.
【0005】の従来例では、地下構造が複雑で工費が
高くなる。また、貯水槽に集水した後に、水を浄化する
構造になっていないため、これも長期間の貯水はできな
い。In the conventional example, the underground structure is complicated and the construction cost is high. In addition, since water is not purified after collecting water in the water storage tank, water cannot be stored for a long time.
【0006】本発明の目的は、公園や運動場や駐車場等
において雨水(散水された上水等も含む)を浄化しなが
ら集水して地下に貯水できるとともに、貯水後も水を循
環して常に浄化できて長期間の貯水が可能であり、また
地表の植生の育成を行いながら自然環境との調和のとれ
た効率の良いかつ用水としての利用性も高い地下貯水シ
ステムを提供することにある。An object of the present invention is to purify rainwater (including sprinkled water, etc.) in a park, playground, parking lot, or the like, collect water while storing it underground, and circulate water even after storage. It is an object of the present invention to provide an underground water storage system that can always purify and store water for a long period of time, and that is highly efficient and highly utilizable as water for use while cultivating surface vegetation. .
【0007】[0007]
【課題を解決するための手段】本発明は、公園や運動場
等の敷地に透水性の地表土層、その下に透水性シート
層、その下に礫等を堆積した集水浄化層、その下に周囲
を囲む不透水層を形成して、地表土層を浸透してきた水
が透水性シート層を通じて集水浄化層に浸透し、不透水
層にて集水されて集水浄化層中を横方向に貫流するよう
にし、また不透水層の下に、集水浄化層を通り抜けてき
た水を貯溜する地下貯水槽を設け、更に該地下貯水槽内
の水を集水浄化層へ返流して循環させる循環手段を備え
たことを特徴とする。SUMMARY OF THE INVENTION The present invention provides a water purifying layer in which a permeable surface soil layer is laid on a site such as a park or a sports ground, a permeable sheet layer is laid therebelow, and gravel is deposited therebelow. A water-impermeable layer surrounding the surrounding area is formed, and water that has penetrated the surface soil layer penetrates through the water-permeable sheet layer into the water-collecting purification layer, is collected by the water-impermeable layer, and traverses the water-collecting purification layer. Underground, and an underground storage tank for storing water passing through the water purification layer is provided below the impermeable layer, and the water in the underground water storage tank is returned to the water purification layer. And circulating means for circulating.
【0008】このような施設によると、雨水(散水され
た上水等も含む)は地表土層及び透水性シート層を通じ
て集水浄化層に浸透して集水することにより浄化され、
更にこの集水浄化層中を横方向に貫流することにより連
続して浄化されてから、集水浄化層より下の地下貯水槽
に貯溜される。そして、地下貯水槽の水は、集水浄化層
に返流して循環されることにより繰り返し浄化されるの
で、長期間の貯水でも水質が悪化しない。地中の集水浄
化層で集水することにより、地表が乾燥しているとき
は、水分を自然に地表に補給して常に健全な植生条件を
維持できる。[0008] According to such a facility, rainwater (including sprinkled water, etc.) is purified by permeating and collecting water through the surface soil layer and the water-permeable sheet layer into the water purification layer,
Further, the water is continuously purified by flowing laterally through the water purification layer, and then stored in an underground water storage tank below the water purification layer. Then, the water in the underground water storage tank is repeatedly purified by returning to the water purification layer and circulating, so that the water quality does not deteriorate even when the water is stored for a long time. By collecting water in the underground water collecting and purifying layer, when the surface of the ground is dry, moisture can be naturally supplied to the surface of the ground and healthy vegetation conditions can always be maintained.
【0009】集水浄化層による集水水位を調整する水位
調整手段を備えることにより、地表の水分を適度に調整
できるとともに、水位の上下動により地表から集水浄化
層に空気を導入して植物の根腐れの防止や、水質改善を
図ることができる。By providing a water level adjusting means for adjusting the water collecting level by the water collecting and purifying layer, it is possible to appropriately adjust the water content on the ground surface, and to introduce air from the ground surface to the water collecting and purifying layer by raising and lowering the water level to thereby increase the plant level. Can prevent root rot and improve water quality.
【0010】地下貯水槽内の水を用水として給水する用
水給水系を備えることにより、貯水した水を非常用水や
公衆便所等のための中水や植生ための灌水などとして随
時供することができる。[0010] By providing a water supply system for supplying water in the underground water storage tank as water, the stored water can be used as needed for emergency water, medium water for public toilets, irrigation for vegetation, and the like.
【0011】公園や運動場などでは、上記のような貯水
施設に加え、公衆便所等からの排水を浄化する地下浄化
槽と、その処理水を地表に放流し土壌に浸透させて浄化
する中水処理装置と、該中水処理装置からの中水を貯溜
する地下中水槽とを備えることにより、地下貯水槽から
の水を公衆便所等の中水として利用しながら、排水の浄
化と植生の育成も図ることができる。In parks and athletic fields, in addition to the above-mentioned water storage facilities, an underground septic tank for purifying drainage from public toilets and the like, and a sewage treatment apparatus for purifying treated water by discharging it to the surface of the ground and permeating the soil. And an underground water tank for storing the wastewater from the wastewater treatment device, thereby purifying the wastewater and cultivating vegetation while using the water from the underground water tank as the wastewater of a public toilet or the like. be able to.
【0012】[0012]
【発明の実施の形態】次に、本発明の実施の形態を図面
に基づいて詳述する。Next, embodiments of the present invention will be described in detail with reference to the drawings.
【0013】図1に公園に適用した本発明のシステム例
の全体構成を示す。 このシステムは、大きくは雨水集
水貯溜部Aと排水浄化処理部Bと中水処理部Cとに分か
れ、これらはいずれも公園の敷地内の地下に作られてい
る。FIG. 1 shows the overall configuration of an example of the system of the present invention applied to a park. This system is roughly divided into a rainwater collecting / reserving section A, a drainage purification section B, and an intermediate water treatment section C, all of which are formed underground on the premises of a park.
【0014】雨水集水貯溜部Aは、地表から浸透してき
た雨水(散水された上水等も含む)を、浄化しながら集
水して地下に構築した集水槽に貯溜するもので、図2に
その構造の詳細を示す。雨水集水貯溜部Aは芝などの植
生域に作られ、上から地表土層1、透水性シート層2、
集水浄化層3、不透水層4、地下貯水槽5となってい
る。The rainwater collecting and storing section A is for collecting rainwater (including sprinkled water and the like) that has infiltrated from the surface of the ground, purifying the collected water, and storing the collected water in a water collecting tank constructed underground. Shows details of the structure. The rainwater catchment storage section A is formed in a vegetation area such as turf, and from the top, a surface soil layer 1, a permeable sheet layer 2,
The water purification layer 3, the impermeable layer 4, and the underground water storage tank 5 are provided.
【0015】地表土層1は、植生に適した土壌を透水性
が良いように加工して形成されている。透水性シート層
2は、地表土層1と集水浄化層3との間にあって、地表
土層1中を浸透してきた雨水を濾過するとともに、地表
土層1からの土砂が集水浄化層3内に入り込まないよう
にするためのものであって、不織布や網状シート等で構
成されている。The surface soil layer 1 is formed by processing soil suitable for vegetation so as to have good water permeability. The water-permeable sheet layer 2 is located between the surface soil layer 1 and the water purification layer 3 and filters rainwater that has penetrated into the surface soil layer 1, and the sediment from the surface soil layer 1 is collected by the water collection purification layer 3. It is intended to prevent intrusion into the inside, and is made of a nonwoven fabric, a mesh sheet, or the like.
【0016】集水浄化層3は、礫を堆積して形成するの
が望ましいが、FRP(繊維強化プラスチック)やプラ
スチックやコンクリート等の成型品の廃材を利用しても
よい。The water collecting and purifying layer 3 is desirably formed by depositing gravel. However, waste materials of molded products such as FRP (fiber reinforced plastic), plastic and concrete may be used.
【0017】不透水層4は、集水浄化層3と地下貯水槽
5との間にあって、前者の不透水の底部と後者の天井部
とを兼ね、しかも地表土層1、透水性シート層2及び集
水浄化層3の周囲を囲んで地表まで延びて全体として断
面凹状になっている。すなわち、不透水層4は、集水浄
化層3の底部全域ばかりでなく、その底部周縁から立ち
上がって地表まで達している。この不透水層4は、鉄筋
コンクリートやFRP等で地下貯水槽5の周壁及び底壁
と共に構築することができるが、不透水シートにて構成
することもできる。The water-impermeable layer 4 is located between the water collecting and purifying layer 3 and the underground water storage tank 5 and serves as the bottom of the former water-impermeable and the ceiling of the latter. And it extends to the surface of the earth surrounding the water purification layer 3 and has a concave cross section as a whole. That is, the water-impermeable layer 4 rises not only from the entire bottom portion of the water purification layer 3 but also from the periphery of the bottom portion to the surface of the ground. The impermeable layer 4 can be constructed with reinforced concrete, FRP, or the like together with the peripheral wall and the bottom wall of the underground water storage tank 5, but can also be constituted by an impermeable sheet.
【0018】不透水層4がこのような構成であるため、
地表土層1を浸透してきた雨水(散水された上水等も含
む)は、透水性シート層2で濾過されながら集水浄化層
3に浸透し、この集水浄化層3に集水される。集水した
雨水を、集水浄化層3中で浄化してその一端より水位調
整しながら地下貯水槽5内へ自然に落流させるため、集
水浄化層3の一端に水位調整弁6が設置されている。Since the water-impermeable layer 4 has such a structure,
Rainwater (including sprinkled water, etc.) that has permeated the surface soil layer 1 penetrates into the water purification layer 3 while being filtered by the water permeable sheet layer 2, and is collected by the water purification layer 3. . A water level adjusting valve 6 is installed at one end of the water purification layer 3 to purify the collected rainwater in the water purification layer 3 and allow the water to flow naturally into the underground water storage tank 5 while adjusting the water level from one end. Have been.
【0019】地下貯水槽5は、鉄筋コンクリートやFR
P等にて不透水層4の下側に構築され、集水浄化層3に
て集水されて上記のように流れ落ちてくる雨水を貯溜す
る。地下貯水槽5の規模は、例えば年間1,800mm
の降雨量があるところで、集水量が約70%の1,26
0mm/年程度であるとして、非常時に200人分の生
活用水を30日分確保できるような容量にするには、貯
水量は900m3、集水面積は715m2となる。地下
貯水槽5は、取水や内部点検等のために地表の開口部5
aへ通じている。The underground water storage tank 5 is made of reinforced concrete or FR.
It is constructed below the impermeable layer 4 at P or the like, and stores rainwater that is collected by the water purification layer 3 and flows down as described above. The size of the underground water storage tank 5 is, for example, 1,800 mm per year.
Where there is about 70% rainfall,
Assuming that it is about 0 mm / year, in order to provide a capacity that can secure daily water for 200 people for 30 days in an emergency, the water storage amount is 900 m 3 and the water collection area is 715 m 2 . The underground water storage tank 5 has an opening 5 on the ground surface for water intake and internal inspection.
a.
【0020】地下貯水槽5内に貯溜した水を集水浄化層
3に戻して循環させるため、循環手段として、水位調整
弁6とは反対側において地下貯水槽5内に循環用ポンプ
7aが設置されているとともに、このポンプ7aで汲み
上げられる水を、水位調整弁6とは反対側の他端から集
水浄化層3へ流入させる管路8が配管されている。In order to circulate the water stored in the underground water storage tank 5 back to the water collecting and purifying layer 3, a circulation pump 7 a is installed in the underground water storage tank 5 on the opposite side of the water level adjusting valve 6 as a circulating means. In addition, a pipe 8 for flowing water pumped by the pump 7 a from the other end opposite to the water level adjusting valve 6 to the water purification layer 3 is provided.
【0021】従って、集水浄化層3中では、水は図面の
右側から左側へと浄化されながら横方向に貫流し、また
地下貯水槽5内では、水は逆に左側から右側へ流れて循
環する。地下貯水槽5内の水は、このように集水浄化層
3へ戻してその中を貫流して循環されることにより、常
に浄化される。Therefore, in the water collecting and purifying layer 3, the water flows laterally while being purified from the right side to the left side of the drawing, and in the underground water storage tank 5, the water flows from the left side to the right side to circulate. I do. The water in the underground water storage tank 5 is thus always purified by returning to the water collecting and purifying layer 3 and circulating therethrough.
【0022】また、集水浄化層3の一端の水位調整弁6
にて集水水位、つまり不透水層4の上面より上に集水さ
れる土中水位を調整することができるので、地表の乾燥
度合いに応じて水位を調整すれば、地表土層1の植生を
健全に育成できる。更に、水位の上下動により地表から
集水浄化層3に空気を導入して植物の根腐れの防止や、
水質改善を図ることができる。The water level adjusting valve 6 at one end of the water purification layer 3
The water level, that is, the water level in the soil collected above the upper surface of the impermeable layer 4 can be adjusted by adjusting the water level according to the degree of dryness of the ground surface. Can be grown healthy. In addition, the vertical movement of the water level introduces air from the ground surface to the water purification layer 3 to prevent root rot of the plant,
Water quality can be improved.
【0023】地下貯水槽5内に貯溜された水は、取水用
ポンプ7bにて取水され、濾過して非常用の飲料水とし
たり、植生のために散水したり、公衆便所Dの中水(洗
浄水)などに使用される。The water stored in the underground water storage tank 5 is taken in by a water intake pump 7b and filtered to be used as emergency drinking water, sprinkled for vegetation, and used for public toilet D. Used for cleaning water).
【0024】次に、排水浄化処理部Bについて説明す
る。排水浄化処理部Bは、図3に示すように合併処理浄
化槽(地下浄化槽)9と中水貯溜槽10とを地下に並設
して構築したもので、公衆便所Dや食堂からの排水を合
併処理浄化槽9にて公知のように数段階に浄化し、更に
その水を中水処理部Cにて浄化してから中水として中水
貯溜槽10に貯溜するようになっている。Next, the waste water purification processing section B will be described. As shown in FIG. 3, the wastewater purification processing section B is constructed by arranging a merged treatment septic tank (underground septic tank) 9 and a middle water storage tank 10 side by side underground, and merging drainage from a public toilet D and a canteen. As is known, the water is purified in several stages in the treatment / purification tank 9, and the water is further purified in the middle water treatment section C, and then stored in the middle water storage tank 10 as middle water.
【0025】中水処理部Cは、合併処理浄化槽9の処理
水をポンプ11で汲み上げて地表に放流し、土壌を利用
した中水処理装置12で浄化してから中水貯溜槽10に
集水して貯溜するもので、次に中水処理装置12の構造
について説明する。The sewage treatment section C pumps up the treated water in the merged sewage treatment tank 9 with a pump 11 and discharges it to the surface, purifies it with a sewage treatment device 12 using soil, and then collects the sewage in a sewage storage tank 10. Next, the structure of the intermediate water treatment device 12 will be described.
【0026】中水処理装置12は、図4に示すように、
地表に沿って長く平行に延びる複数の土壌トレンチ13
と、これらの下方で地中に形成した集水浄化層14とか
らなり、処理浄化槽10からの処理水を土壌トレンチ1
3で地中に浸透させ、その浸透した水を集水浄化層14
で集水して浄化しながら中水貯溜槽10へ自然流入させ
るようになっている。As shown in FIG. 4, the intermediate water treatment device 12
A plurality of soil trenches 13 extending long and parallel along the surface of the earth
And a water purification layer 14 formed under the ground under the water.
3 to infiltrate into the ground and collect the permeated water
While collecting and purifying the water, the water naturally flows into the intermediate water storage tank 10.
【0027】各土壌トレンチ13は、図5に詳細に示す
ように、周縁部を上向きに曲げて地中に埋設した不透水
シート15の上に砂16、その上に礫17を堆積して不
織布や網状シート等による透水シート18を被せ、その
上の地表部分は通気性の良い(水の蒸発散の良い)表層
土19とし、礫17の堆積部分に散水管20を埋設した
ものである。散水管20の端部には、地表に突出する水
位点検口21が設けられ、また図 に示すように、散水
管20の周壁の例えば120度の角度差のところに、多
数の散水孔20aが設けられている。As shown in detail in FIG. 5, each of the soil trenches 13 is formed such that sand 16 and gravel 17 are deposited on a water-impermeable sheet 15 buried in the ground by bending the periphery thereof upward, and a nonwoven fabric is formed thereon. A water-permeable sheet 18 such as a mesh sheet or a net-like sheet is placed on the surface, and the ground surface thereon is made of a surface soil 19 having good air permeability (good water evaporation), and a sprinkling pipe 20 is buried in a portion where the gravel 17 is deposited. At the end of the water pipe 20, a water level check port 21 protruding to the surface of the ground is provided, and as shown in the figure, a large number of water holes 20a are formed at an angular difference of, for example, 120 degrees on the peripheral wall of the water pipe 20. Is provided.
【0028】集水浄化層14は、全土壌トレンチ13の
設置領域にわたる平面積であって、周縁部を上向きに曲
げて地中に埋設した不透水シート22上に礫23を堆積
し、その上に不織布や網状シート等による透水シート2
4を被せ、この透水シート24と土壌トレンチ13との
間は改良土壌25としたものである。The water collecting and purifying layer 14 has a flat area extending over the installation area of the entire soil trench 13, and its peripheral portion is bent upward to deposit gravel 23 on an impermeable sheet 22 buried in the ground. Permeable sheet 2 made of non-woven fabric or mesh sheet
4 between the permeable sheet 24 and the soil trench 13 as an improved soil 25.
【0029】土壌トレンチ13において散水管20から
散水された水は、礫17にて浄化され、不透水シート1
5による集水域から溢れて改良土壌25に浸透し、この
改良土壌25及び土壌微生物にて浄化される。そして、
集水浄化層14の透水シート24で濾過されて礫23に
浸透し、不透水シート22により集水されて、礫23に
て浄化されながらこの中を流れて管路26を通じて中水
貯溜槽10へ流入する。The water sprinkled from the water sprinkling pipe 20 in the soil trench 13 is purified by the gravels 17 and the water-impermeable sheet 1
5 and overflows into the improved soil 25 and is purified by the improved soil 25 and soil microorganisms. And
Filtered by the water-permeable sheet 24 of the water-collecting / purifying layer 14 and penetrates the gravels 23, the water is collected by the impermeable sheet 22, and flows through the rubble 23 while being purified by the gravels 23. Flows into
【0030】中水貯溜槽10に貯溜された中水は、図3
に示すように、ポンプ27にて公衆便所Dの中水高架水
槽28へ送水され、公衆便所Dの中水(洗浄水)として
供される。また、公衆便所Dに上水高架水槽29が設置
されていて中水が余剰になる場合には、中水貯溜槽10
内の中水を別にポンプ30にて汲み上げて、植生のため
に散水したり、土壌トレンチ31を用いて土壌に浸透さ
せ、土壌や土壌微生物などにより安全な水として蒸発散
又は土壌に地下水として灌漑する。The sewage stored in the sewage storage tank 10 is shown in FIG.
As shown in (2), water is sent to the public toilet D elevated water tank 28 by the pump 27 and provided as public water of the public toilet D (wash water). In addition, when the public toilet D is provided with the clean water elevated water tank 29 and the medium water becomes excessive, the medium water storage tank 10
The internal water is pumped up separately by a pump 30 and sprinkled for vegetation or penetrated into the soil using the soil trench 31 and evapo-transpired as safe water by soil or soil microorganisms or irrigated as soil underground water. I do.
【0031】上記の実施例は公園に適用した場合である
が、運動場(各種の競技場を含む)や高速道路の駐車場
などにも適用できる。Although the above embodiment is applied to a park, it can also be applied to an athletic field (including various stadiums) and a parking lot on an expressway.
【0032】[0032]
【発明の効果】本発明によれば、雨水(散水された上水
等も含む)を、地表土層及び透水性シート層を通じて集
水浄化層に浸透して集水することにより浄化し、更にこ
の集水浄化層中を横方向に貫流させて連続して浄化して
から、集水浄化層より下の地下貯水槽に貯溜し、またこ
の地下貯水槽の水を集水浄化層に返流して循環させるこ
とにより、繰り返し浄化するので、長期間の貯水でも水
質が悪化しない。地中の集水浄化層で集水することによ
り、地表が乾燥しているときは、水分を自然に地表に補
給して常に健全な植生条件を維持できる。According to the present invention, rainwater (including sprinkled water, etc.) is purified by permeating the water collecting and purifying layer through the surface soil layer and the water permeable sheet layer to collect water. The water is continuously purified by flowing laterally through the water purification layer, and then stored in an underground storage tank below the water purification layer, and the water in the underground water storage tank is returned to the water purification layer. By recirculating the water, the water is repeatedly purified, so that the water quality does not deteriorate even if the water is stored for a long time. By collecting water at the underground water collecting and purifying layer, when the surface of the ground is dry, moisture can be naturally supplied to the surface of the ground, and healthy vegetation conditions can always be maintained.
【0033】集水浄化層による集水水位を調整する水位
調整手段を備えることにより、地表の水分を適度に調整
できるとともに、水位の上下動により地表から集水浄化
層に空気を導入して植物の根腐れの防止や、水質改善を
図ることができる。By providing a water level adjusting means for adjusting the water level collected by the water collecting and purifying layer, it is possible to appropriately adjust the water content on the ground surface, and to introduce air from the ground surface to the water collecting and purifying layer by raising and lowering the water level to thereby increase the level of the plant. Can prevent root rot and improve water quality.
【0034】地下貯水槽内の水を用水として給水する用
水給水系を備えることにより、貯水した水を非常用水や
公衆便所等のための中水や植生ための灌水などとして随
時供することができる。By providing a water supply system for supplying water in the underground water storage tank as water, the stored water can be used as needed for emergency water, intermediate water for public toilets, irrigation for vegetation, and the like.
【0035】公園や運動場などでは、公衆便所等からの
排水を浄化する地下浄化槽と、その処理水を地表に放流
し土壌に浸透させて浄化する中水処理装置と、該中水処
理装置からの中水を貯溜する地下中水槽とを備えること
により、地下貯水槽からの水を公衆便所等の中水として
利用しながら、排水の浄化と植生の育成も図ることがで
きる。In a park, a sports ground, or the like, an underground septic tank for purifying wastewater from a public toilet, etc., a sewage treatment apparatus for discharging treated water to the surface of the ground to permeate soil, and By providing the underground water tank for storing the underground water, it is possible to purify the drainage and cultivate the vegetation while using the water from the underground water tank as the middle water of a public toilet or the like.
【図1】公園に適用した本発明のシステム例の全体構成
図である。FIG. 1 is an overall configuration diagram of a system example of the present invention applied to a park.
【図2】雨水集水貯溜部の構造を示す断面図である。FIG. 2 is a sectional view showing a structure of a rainwater collecting and storing part.
【図3】排水浄化処理部及び中水処理部の断面図であ
る。FIG. 3 is a cross-sectional view of a wastewater purification processing section and a middle water processing section.
【図4】中水処理装置の構造を示す断面図である。FIG. 4 is a cross-sectional view showing the structure of the wastewater treatment device.
【図5】土壌トレンチの断面図である。FIG. 5 is a sectional view of a soil trench.
【図6】土壌トレンチに埋設された散水管の断面図であ
る。FIG. 6 is a sectional view of a water sprinkling pipe buried in a soil trench.
A 雨水集水貯溜部 B 排水浄化処理部 C 中水処理部 D 公衆便所 1 地表土層 2 透水性シート層 3 集水浄化層 4 不透水層 5 地下貯水槽 5a 開口部 6 水位調整弁 7a 循環用ポンプ 7b 取水用ポンプ 8 管路 9 合併処理浄化槽(地下浄化槽) 10 中水貯溜槽 11 ポンプ 12 中水処理装置 13 土壌トレンチ 14 集水浄化層 15 不透水シート 16 砂 17 礫 18 透水シート 19 表層土 20 散水管 20a 散水孔 21 水位点検口 22 不透水シート 23 礫 24 透水シート 25 改良土壌 26 管路 27 ポンプ 28 中水高架水槽 29 上水高架水槽 30 ポンプ 31 土壌トレンチ A Rainwater collection and storage section B Drainage purification section C Intermediate water treatment section D Public toilet 1 Surface soil layer 2 Water permeable sheet layer 3 Water collection and purification layer 4 Impermeable layer 5 Underground water storage tank 5a Opening 6 Water level adjusting valve 7a Circulation Pump 7b water intake pump 8 pipeline 9 merged treatment septic tank (underground septic tank) 10 medium water storage tank 11 pump 12 medium water treatment device 13 soil trench 14 water collecting and purifying layer 15 impermeable sheet 16 sand 17 gravel 18 water-permeable sheet 19 surface layer Soil 20 Watering pipe 20a Watering hole 21 Water level check port 22 Impermeable sheet 23 Gravel 24 Permeable sheet 25 Improved soil 26 Pipeline 27 Pump 28 Middle water elevated water tank 29 Upper water elevated water tank 30 Pump 31 Soil trench
Claims (4)
層、その下に透水性シート層、その下に礫等を堆積した
集水浄化層、その下に周囲を囲む不透水層を形成して、
地表土層を浸透してきた水が透水性シート層を通じて集
水浄化層に浸透し、不透水層にて集水されて集水浄化層
中を横方向に貫流するようにし、また前記不透水層の下
に、前記集水浄化層を通り抜けてきた水を貯溜する地下
貯水槽を設け、更に該地下貯水槽内の水を前記集水浄化
層へ返流して循環させる循環手段を備えたことを特徴と
する地下貯水システム。1. A permeable surface soil layer, a permeable sheet layer underneath, a water purification layer in which gravels and the like are deposited under the permeable soil layer, and an impermeable layer surrounding the underground layer. Forming
The water that has permeated the surface soil layer penetrates into the water purification layer through the water permeable sheet layer, is collected by the water-impermeable layer, and flows laterally through the water purification layer. Below, an underground water storage tank for storing water passing through the water purification layer is provided, and circulating means for returning water in the underground water storage tank to the water purification layer and circulating is provided. Underground water storage system characterized by the following.
調整手段を備えたことを特徴とする請求項1記載の地下
貯水システム。2. The underground water storage system according to claim 1, further comprising a water level adjusting means for adjusting the level of water collected by the water purification layer.
水給水系を備えたことを特徴とする請求項1又は2記載
の地下貯水システム。3. The underground water storage system according to claim 1, further comprising a water supply system for supplying water in the underground water storage tank as water.
槽と、その処理水を地表に放流し土壌に浸透させて浄化
する中水処理装置と、該中水処理装置からの中水を貯溜
する地下中水槽とを備えたことを特徴とする請求項1、
2又は3記載の地下貯水システム。4. An underground septic tank for purifying wastewater from a public toilet, etc., a sewage treatment device for discharging treated water to the surface of the ground and permeating the soil to purify the sewage, and storing the sewage from the sewage treatment device. And a submerged underground water tank.
4. The underground water storage system according to 2 or 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24928199A JP3284346B2 (en) | 1999-09-02 | 1999-09-02 | Underground water storage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24928199A JP3284346B2 (en) | 1999-09-02 | 1999-09-02 | Underground water storage system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001073415A true JP2001073415A (en) | 2001-03-21 |
| JP3284346B2 JP3284346B2 (en) | 2002-05-20 |
Family
ID=17190641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24928199A Expired - Fee Related JP3284346B2 (en) | 1999-09-02 | 1999-09-02 | Underground water storage system |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3284346B2 (en) |
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| KR20030014817A (en) * | 2001-08-13 | 2003-02-20 | 나재환 | Method and structure for getting underground water using riverbed dam |
| KR100756294B1 (en) * | 2006-06-12 | 2007-09-06 | 주식회사 케이씨앤지 | Rainwater Recycling Water Collecting Facility |
| KR100896695B1 (en) | 2007-05-02 | 2009-05-11 | 레인보우스케이프주식회사 | Storm water system that can recycle rainwater |
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| JP2017179717A (en) * | 2016-03-28 | 2017-10-05 | 株式会社大建 | Rainwater storage system |
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| CN111636548A (en) * | 2020-06-03 | 2020-09-08 | 江苏博森建筑设计有限公司 | Sponge urban water storage structure |
| CN114868632A (en) * | 2022-06-01 | 2022-08-09 | 棕榈生态城镇发展股份有限公司 | Water supplementing system suitable for arid area greenery patches |
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| CN105178135A (en) * | 2015-09-09 | 2015-12-23 | 苏州宏盛园林建设工程有限公司 | Greening drainage channel storing water for irrigation |
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| JP2678581B2 (en) | 1995-04-28 | 1997-11-17 | 日本体育施設株式会社 | Water storage type soil system with water level adjustment function |
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|---|---|---|---|---|
| KR20030014817A (en) * | 2001-08-13 | 2003-02-20 | 나재환 | Method and structure for getting underground water using riverbed dam |
| KR100756294B1 (en) * | 2006-06-12 | 2007-09-06 | 주식회사 케이씨앤지 | Rainwater Recycling Water Collecting Facility |
| KR100896695B1 (en) | 2007-05-02 | 2009-05-11 | 레인보우스케이프주식회사 | Storm water system that can recycle rainwater |
| US10798886B2 (en) | 2010-01-21 | 2020-10-13 | Austin Russell | Systems and methods for water harvesting and recycling |
| US9832939B2 (en) | 2010-01-21 | 2017-12-05 | Austin Russell | Systems and methods for water harvesting and recycling |
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| CN106284617A (en) * | 2016-09-30 | 2017-01-04 | 东莞市联洲知识产权运营管理有限公司 | A kind of lake Zhong Hu |
| CN106718510A (en) * | 2016-11-25 | 2017-05-31 | 罗景 | The cultural method of tree peony |
| CN107211829A (en) * | 2017-06-30 | 2017-09-29 | 徐州市贾汪区泰瑞农业科技有限公司 | A kind of plant cover cultivation methods of arid soil property |
| CN109610746A (en) * | 2018-12-18 | 2019-04-12 | 广东博意建筑设计院有限公司 | An unpowered rainwater collection and utilization system for vertical green buildings |
| CN111636548A (en) * | 2020-06-03 | 2020-09-08 | 江苏博森建筑设计有限公司 | Sponge urban water storage structure |
| CN114868632A (en) * | 2022-06-01 | 2022-08-09 | 棕榈生态城镇发展股份有限公司 | Water supplementing system suitable for arid area greenery patches |
| CN114868632B (en) * | 2022-06-01 | 2023-11-17 | 棕榈生态城镇发展股份有限公司 | A water supply system suitable for green spaces in arid areas |
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