JPH05163759A - Underground drainage and water storage equipment - Google Patents
Underground drainage and water storage equipmentInfo
- Publication number
- JPH05163759A JPH05163759A JP3328797A JP32879791A JPH05163759A JP H05163759 A JPH05163759 A JP H05163759A JP 3328797 A JP3328797 A JP 3328797A JP 32879791 A JP32879791 A JP 32879791A JP H05163759 A JPH05163759 A JP H05163759A
- Authority
- JP
- Japan
- Prior art keywords
- water
- drainage
- water storage
- channel
- river
- 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.)
- Pending
Links
Landscapes
- Sewage (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は地下排貯水装置、特に大
深度地下に設けられる排貯水装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underground drainage water storage device, and more particularly to a drainage water storage device installed deep underground.
【0002】[0002]
【従来の技術】従来、河川に地上でつながった排貯水路
を地上に設け、洪水時にはその排貯水路を利用して大量
の水を貯水場に導くようにした排貯水装置が知られてい
た。2. Description of the Related Art Conventionally, there has been known a drainage / storage device in which a drainage / storage channel connected to a river on the ground is provided on the ground, and a large amount of water is guided to a reservoir by using the drainage / storage channel when a flood occurs. ..
【0003】[0003]
【発明が解決しようとする課題】ところで、近時の都市
部の密集化傾向により、従来のように地上に排貯水路を
設けることが困難な状況になってきた。そこで、大深度
地下利用の一貫として、地下に排貯水機能を備えた大規
模なポンプ場を建設するという構想が打ち出されてい
る。By the way, due to the recent tendency of urban areas to become dense, it has become difficult to provide a waste water storage channel on the ground as in the past. Therefore, as part of the deep underground use, the concept of constructing a large-scale pumping station with a drainage and storage function underground has been proposed.
【0004】本発明は上記構想を実現することを基本と
してなされたもので、設置場所の広さの割に大量の水を
貯水することができ、しかもメンテナンスの容易な地下
排貯水装置を提供することを目的とする。The present invention has been made on the basis of realizing the above concept, and provides an underground drainage / water storage device which can store a large amount of water for the size of the installation site and is easy to maintain. The purpose is to
【0005】[0005]
【課題を解決するための手段】本発明の地下排貯水装置
は、縦方向の径が横方向の径よりも長く、かつ水の流れ
勾配を有する排貯水路が地下に形成され、排貯水路の複
数箇所に地上の河川などにつながった立坑が連通されて
いると共に、排貯水路の適所に貯水槽が連通され、この
貯水槽に排水ポンプを備えた排水用配管が接続されてい
るものである。In the underground drainage and storage device of the present invention, a drainage and storage channel having a longitudinal length longer than a horizontal dimension and having a water flow gradient is formed underground, and the drainage and storage channel is formed. A vertical shaft that is connected to a river on the ground is connected to multiple locations on the ground, and a water storage tank is connected to an appropriate location of the waste water storage channel, and a drainage pipe equipped with a drainage pump is connected to this water storage tank. is there.
【0006】[0006]
【作用】この構成において、排貯水路が縦長形状であっ
て横方向の径が短いため、貯水量を多くできる割に平面
的な専有スペースが少なくて済むのみならず、立坑から
排貯水路に導入された水は、水量が少なくても排貯水路
内での水嵩が高くなり、それだけ流速が速くなる。ま
た、排貯水路が地下に形成されるので、地上が他の用途
に使用されていても不都合を生じない。In this structure, since the drainage and storage channel is vertically long and has a short diameter in the horizontal direction, not only does it occupy a large amount of water, but the space occupied by the plane is small. Even if the amount of water introduced is small, the volume of water in the waste water storage channel becomes high, and the flow velocity becomes faster accordingly. Further, since the drainage and storage channel is formed underground, no inconvenience occurs even if the ground is used for other purposes.
【0007】[0007]
【実施例】図1は本発明の実施例による地下排貯水装置
の説明図で、1は排貯水路、2,3,4は立坑、5は貯
水槽、6はポンプ場、Gはグランドである。排貯水路1
はたとえば地下50mといった大深度地域に形成されて
おり、それ自体は水の流れ勾配θを有する。また、排貯
水路1の複数箇所に上記立坑2,3,4が連通されてい
る。立坑2,3,4は図示していない河川などの洪水発
生のおそれのある水源につながっていて、各立坑2,
3,4の取水口21,31,41に流量径Q1,Q2,
Q3が設置されている。貯水槽5は排貯水路1の終端部
に設置され、この貯水槽5に隣接してポンプ場6が設置
されている。ポンプ場6には排水ポンプPが設置され、
この排水ポンプPの吸入口に排水用配管7の取水管71
が、また、排水ポンプPの吐出口に排水用配管7の排水
管72がそれぞれ接続されている。さらに、貯水槽5の
排貯水路1との接続部分にゲート8が設けられている。FIG. 1 is an explanatory view of an underground drainage and storage device according to an embodiment of the present invention, in which 1 is a drainage and storage channel, 2, 3 and 4 are shafts, 5 is a storage tank, 6 is a pump station, and G is a ground. is there. Wastewater storage channel 1
Is formed in a deep area, for example, 50 m underground, and has a water flow gradient θ itself. Further, the vertical shafts 2, 3 and 4 are communicated with a plurality of locations of the waste water storage channel 1. Vertical shafts 2, 3 and 4 are connected to water sources that may cause floods, such as rivers (not shown).
Flow rate diameters Q1, Q2 at intakes 21, 31, 41 of 3, 4
Q3 is installed. The water storage tank 5 is installed at the end of the drainage water storage channel 1, and a pumping station 6 is installed adjacent to the water storage tank 5. A drainage pump P is installed at the pump station 6,
An intake pipe 71 of the drainage pipe 7 is provided at the suction port of the drainage pump P.
However, the drainage pipe 72 of the drainage pipe 7 is connected to the discharge port of the drainage pump P, respectively. Further, a gate 8 is provided at a connecting portion of the water storage tank 5 with the waste water storage channel 1.
【0008】ここで、上記排貯水路1は、縦方向の径が
横方向の径よりも長くなっている。この条件を満たす具
体的形状として、図2のように縦方向Yに長い長円形、
図3のように縦方向Yに長い繭形、などがある。これら
の形状を有する排貯水路1を建設するときは、シールド
マシンのような掘削機を用いることが多いのであるが、
その場合に口径の小さなシールドマシンで建設できる有
利性がある。図2および図3において、Xは横方向を示
す。また、図2および図3においてはD1が縦方向Yの
径、D2が横方向Xの径をそれぞれ示す。Here, the diameter of the drainage water storage passage 1 in the vertical direction is longer than the diameter in the horizontal direction. As a specific shape that satisfies this condition, as shown in FIG. 2, an ellipse elongated in the vertical direction Y,
As shown in FIG. 3, there is a cocoon shape that is long in the vertical direction Y. When constructing the drainage storage channel 1 having these shapes, an excavator such as a shield machine is often used.
In that case, there is an advantage that a shield machine with a small diameter can be used for construction. 2 and 3, X indicates the lateral direction. 2 and 3, D1 indicates the diameter in the vertical direction Y, and D2 indicates the diameter in the horizontal direction X.
【0009】以上において、河川の水が立坑2,3,4
の中の一部または全部を通って排貯水路1に流入した場
合、たとえば、貯水槽5に余剰の貯水スペースがあると
きはゲート8を開いて貯水槽5で貯水し、貯水槽5に余
剰の貯水スペースがないときはゲート8を閉じて排貯水
路1で貯水する。排貯水路1で貯水する場合、排貯水路
1は水の流れ勾配θ分だけ傾斜しているので、排貯水路
1にはその終端部側に水が溜まる。そのため、ゲート8
を開いたときには排貯水路1に溜まっていた水が勢いよ
く貯水槽5に流入する。このことに加え、排貯水路1が
縦長形状であるので、少量の水でも水嵩が高くなって流
速が速くなり、砂などの異物が水と共に押し流されて排
貯水路1に堆積しにくい。このことは、堆積物を除去す
るためのメンテナンスを容易にすることに役立つ。[0009] In the above, the river water is vertical shafts 2, 3, 4
When it flows into the waste water storage channel 1 through some or all of the above, for example, when there is an excess storage space in the water storage tank 5, the gate 8 is opened and water is stored in the water storage tank 5, and the surplus water is stored in the water storage tank 5. When there is no water storage space, the gate 8 is closed and water is stored in the drainage storage channel 1. When water is stored in the waste water storage channel 1, the waste water storage channel 1 is inclined by the water flow gradient θ, so that water is collected on the end portion side of the waste water storage channel 1. Therefore, gate 8
When is opened, the water accumulated in the drainage water storage channel 1 vigorously flows into the water storage tank 5. In addition to this, since the waste water storage channel 1 has a vertically long shape, the volume of water increases even with a small amount of water, the flow velocity increases, and foreign substances such as sand are pushed away together with the water and are less likely to be deposited on the waste water storage channel 1. This helps facilitate maintenance to remove deposits.
【0010】また、排貯水路1が縦長形状であることに
より、平面的な専有スペースが小さくなる割に、内部容
積が大きくなって大量の水を貯水できるようになる。し
たがって、土地に関する権利などとの絡みで開発するこ
とに不都合を生じにくい国道の地下などに大量の水を貯
水できるようになるという利点がある。Further, since the drainage water storage passage 1 has a vertically long shape, the internal space becomes large and a large amount of water can be stored in spite of the reduction of the planar exclusive space. Therefore, there is an advantage that a large amount of water can be stored in the basement of a national road, which is less likely to cause inconvenience in development in relation to land rights.
【0011】貯水槽5の水は、適宜、排水ポンプPを運
転して汲み上げることより、配管7を通して河川などに
放流される。The water in the water storage tank 5 is discharged to a river or the like through the pipe 7 by appropriately operating the drainage pump P to draw it up.
【0012】[0012]
【発明の効果】本発明によれば、平面的な専有スペース
を少なく抑えられるものでありながら大量の水を貯水で
き、しかも排貯水路に砂の堆積などが生じにくくてメン
テナンスが容易であるという効果がある。また、排貯水
路を小口径のシールドマシンで建設できるので工法が簡
単になり経済性にも優れる。したがって、都市部のよう
に地上に排貯水装置を設置することが困難な地域の洪水
対策としてきわめて有効である。According to the present invention, it is possible to store a large amount of water while keeping the flat exclusive space small, and it is easy to perform maintenance because sand does not easily accumulate in the drainage water storage channel. effective. In addition, since the drainage water storage channel can be constructed with a small-diameter shield machine, the construction method is simple and economical. Therefore, it is extremely effective as a countermeasure against floods in areas where it is difficult to install drainage storage devices on the ground, such as urban areas.
【図1】本発明の実施例による地下排貯水装置の説明図
である。FIG. 1 is an explanatory view of an underground drainage and storage device according to an embodiment of the present invention.
【図2】排貯水路の具体的形状の一例を示す説明図であ
る。FIG. 2 is an explanatory diagram showing an example of a specific shape of a waste water storage channel.
【図3】排貯水路の具体的形状の他例を示す説明図であ
る。FIG. 3 is an explanatory diagram showing another example of a specific shape of the drainage water storage channel.
【符号の説明】 1 排貯水路 2 立坑 5 貯水槽 7 排水用配管 P 排水ポンプ θ 水の流れ勾配 X 横方向 Y 縦方向 D1 縦方向の径 D2 横方向の径[Explanation of symbols] 1 drainage water storage channel 2 vertical shaft 5 water storage tank 7 drainage pipe P drainage pump θ water flow gradient X horizontal direction Y vertical direction D1 vertical diameter D2 horizontal diameter
Claims (1)
つ水の流れ勾配を有する排貯水路が地下に形成され、排
貯水路の複数箇所に地上の河川などにつながった立坑が
連通されていると共に、排貯水路の適所に貯水槽が連通
され、この貯水槽に排水ポンプを備えた排水用配管が接
続されていることを特徴とする地下排貯水装置。1. A drainage storage channel having a longitudinal length longer than a horizontal diameter and having a water flow gradient is formed underground, and shafts connected to rivers on the ground are formed at a plurality of locations of the drainage storage channel. An underground waste water storage device, which is connected to a water storage tank at an appropriate place of a waste water storage channel and to which a drainage pipe equipped with a drainage pump is connected.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3328797A JPH05163759A (en) | 1991-12-12 | 1991-12-12 | Underground drainage and water storage equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3328797A JPH05163759A (en) | 1991-12-12 | 1991-12-12 | Underground drainage and water storage equipment |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH05163759A true JPH05163759A (en) | 1993-06-29 |
Family
ID=18214215
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3328797A Pending JPH05163759A (en) | 1991-12-12 | 1991-12-12 | Underground drainage and water storage equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH05163759A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009108595A (en) * | 2007-10-30 | 2009-05-21 | Sekisui Chem Co Ltd | Bottom plate structure of storage and penetration tank, and underground embedded type storage and penetration system including bottom plate structure |
CN114934584A (en) * | 2022-06-24 | 2022-08-23 | 张云逢 | Roadside deep flood regulation well |
CN114934583A (en) * | 2022-06-24 | 2022-08-23 | 张云逢 | Deep flood regulation and storage well beside underground building |
-
1991
- 1991-12-12 JP JP3328797A patent/JPH05163759A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009108595A (en) * | 2007-10-30 | 2009-05-21 | Sekisui Chem Co Ltd | Bottom plate structure of storage and penetration tank, and underground embedded type storage and penetration system including bottom plate structure |
CN114934584A (en) * | 2022-06-24 | 2022-08-23 | 张云逢 | Roadside deep flood regulation well |
CN114934583A (en) * | 2022-06-24 | 2022-08-23 | 张云逢 | Deep flood regulation and storage well beside underground building |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP3895505B2 (en) | Equipment for collecting and transferring sediment | |
KR100948551B1 (en) | System for improving water quality of river | |
CN206245390U (en) | A kind of culvert pipe water channeling type pumping plant | |
CN102720266A (en) | Siphon type dredging device for water storage and drainage tunnel | |
JPH05163759A (en) | Underground drainage and water storage equipment | |
CN2761722Y (en) | Penetration type city rainwater drainage installation | |
JP2005090212A (en) | Water intake device for installing water tank between river bed gravel | |
CN213014550U (en) | Device for cleaning and shunting | |
CN207109988U (en) | A kind of storm-water system | |
CN103215931B (en) | Dredging and pollution discharge method of lake wetland based on river in lake assembled through components | |
CN209890992U (en) | Drainage system | |
CN104878823A (en) | Combined pipeline initial rainwater interception, storage and drainage system and storage and drainage method | |
CN108914877B (en) | Construction method of bottom-surging storage channel box | |
CN1087052C (en) | Building method of sewerage system capable of preventing odor from diffusing and draining water | |
CN207295638U (en) | The draining deep layer tunnel of small flow channel is set | |
CN219932241U (en) | Tunnel drainage structure | |
CN104963383B (en) | A kind of pressure conduit inverted siphon hydraulic automatism erosion and deposition device | |
CN214657650U (en) | Sewage intercepting device | |
CN108560694A (en) | Rainfall pumping station with test run function | |
KR100674355B1 (en) | Installation structure of intake tower | |
CN214497237U (en) | Silt-preventing and blocking-preventing device of combined system sewage conveying box culvert | |
CN104878826A (en) | Urban road rainwater storage and drainage system and urban road rainwater storage and drainage method | |
CN220725941U (en) | Environment-friendly waste slag transfer | |
CN211816790U (en) | Ditch capable of effectively avoiding sludge deposition | |
CN207419646U (en) | Substation's multi stage precipitation sponge type drainage system against rain |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A977 | Report on retrieval |
Effective date: 20050912 Free format text: JAPANESE INTERMEDIATE CODE: A971007 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20050927 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20060207 |