Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3035758B2 - Water purification equipment at the intake of a concrete dam - Google Patents
[go: Go Back, main page]

JP3035758B2 - Water purification equipment at the intake of a concrete dam - Google Patents

Water purification equipment at the intake of a concrete dam

Info

Publication number
JP3035758B2
JP3035758B2 JP4115393A JP11539392A JP3035758B2 JP 3035758 B2 JP3035758 B2 JP 3035758B2 JP 4115393 A JP4115393 A JP 4115393A JP 11539392 A JP11539392 A JP 11539392A JP 3035758 B2 JP3035758 B2 JP 3035758B2
Authority
JP
Japan
Prior art keywords
water
plate
intake
permeable
concrete dam
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.)
Expired - Fee Related
Application number
JP4115393A
Other languages
Japanese (ja)
Other versions
JPH05285470A (en
Inventor
武 目黒
昭宏 森田
Original Assignee
日鐵建材工業株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 日鐵建材工業株式会社 filed Critical 日鐵建材工業株式会社
Priority to JP4115393A priority Critical patent/JP3035758B2/en
Publication of JPH05285470A publication Critical patent/JPH05285470A/en
Application granted granted Critical
Publication of JP3035758B2 publication Critical patent/JP3035758B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Barrages (AREA)
  • Filtration Of Liquid (AREA)
  • Water Treatment By Sorption (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、水源貯水池、水源渓流
の取水施設等に流入する濁水、汚水等を濾過して水質を
浄化するためのコンクリートダム取水口に於ける水質浄
化装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water purification device for a water intake of a concrete dam for purifying water by filtering turbid water, sewage and the like flowing into a water source reservoir, an intake facility of a water source mountain stream, and the like.

【0002】[0002]

【従来の技術】従来より上流河川では、土砂で汚れた泥
水を、礫や砂を充填した袋状物を通過させて河川の濁り
を除去するための堰堤が提案されている。先行技術文献
として、特開平3−72106号公報「河川の一河岸寄
りを清流化する方法」、特開平3−33313号公報
「河水に含まれる土粒子のフィルター方法」がある。
2. Description of the Related Art Conventionally, in upstream rivers, there has been proposed a dam for removing muddy water by passing muddy water contaminated with earth and sand through a bag filled with gravel and sand. As prior art documents, there are Japanese Patent Application Laid-Open No. 3-72106, "Method of Clearing One Side of River", and Japanese Patent Application Laid-Open No. 3-33313, "Filtering method for soil particles contained in river water".

【0003】 ところが、最近では河川の上流、特に渓流
でも夏場などキャンプにより生活排水が流れ込むように
なって、汚染が生じている。その下流に水源貯水池や取
水施設が設けられている場合は問題が大きい。
[0003] However, recently, in the upstream of rivers, particularly in mountain streams, camps in summer, etc., cause domestic wastewater to flow, causing pollution. The problem is significant when a water source reservoir or intake facility is provided downstream of the reservoir.

【0004】 上記のように上流河川では、泥などによる
濁りを除去する方法は提案されているが、所謂生活排水
を浄化する技術で有効なものは存在しなかった。これは
河川上流が、水の流れが急であること、及び石や土砂が
さらに上流から運ばれてくるため、浄化設備が埋没し、
これによる浄化が不可能となるからである。
As described above, in the upstream river, a method for removing turbidity due to mud or the like has been proposed, but there is no effective technique for purifying so-called domestic wastewater. This is because the upstream of the river has a steep flow of water, and stones and earth and sand are carried further from the upstream, so the purification equipment is buried,
This makes purification impossible.

【0005】[0005]

【発明が解決しようとする課題】そこで本発明は、水源
貯水池や水源渓流の取水施設等に流入する濁水、汚水を
その上流に設けられたコンクリートダムの取水口入口で
浄化するようにした水質浄化装置を提供しようとするも
のである。
SUMMARY OF THE INVENTION Accordingly, the present invention provides a water purification system that purifies turbid water and sewage flowing into a water source reservoir, a water source mountain water intake facility, etc. at an inlet of a concrete dam provided upstream thereof. It is intended to provide a device.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するため
の本発明のコンクリートダム取水口に於ける水質浄化装
置は、上流側のコンクリートダム取水口を囲んで、水を
通し、石を通さない孔あき板又は鉄筋網若しくはルーバ
ーのケーシングからなる側板と天板と底板とにより構成
された透水性筒体を配設固定し、この透水性筒体の少な
くとも内面に活性炭又は木炭を収納すると共に、透水性
筒体の外側周囲に多数の石を配設したことを特徴とする
ものである。
According to the present invention, there is provided a water purifying apparatus for a concrete dam intake, which surrounds an upstream concrete dam intake and allows water to pass therethrough but not stones. A water-permeable cylinder constituted by a side plate made of a perforated plate or a reinforcing net or a louver casing and a top plate and a bottom plate are arranged and fixed, and at least the inner surface of the water-permeable cylinder stores activated carbon or charcoal, A large number of stones are arranged around the outer periphery of the water-permeable cylinder.

【0007】 上記の孔あき板のケーシングの側板は、波
形板からなり、該波形板の上向きの傾斜面に、多数の水
抜き孔を穿設したものが好適である。
[0007] the side plates of the casing of the perforated plate is made of a corrugated plate, the upward inclined surface of said corrugated plate, those bored a number of drainage holes is suitable.

【0008】[0008]

【作用】上記のように構成された本発明のコンクリート
ダム取水口に於ける水質浄化装置によれば、コンクリー
トダムの上流側に流れてきた水は透水性筒体の外側周囲
に配した石の中に浸透し、土砂や泥分は石に遮られて侵
入しにくく、一部石の中に入っても途中で詰まり、透水
性筒体までは到達しない。そして石の中に浸透した水は
透水性筒体に到達し、孔あき板又は鉄筋網若しくはルー
バーのケーシングの側板を通って透水性筒体の内部に流
入する。この透水性筒体の内部に流入した水は、透水性
筒体の少くとも内面に収納された活性炭又は木炭を透過
し、水に含まれている有機成分が活性炭又は木炭に吸着
される。こうして有機成分が除かれて浄化された水は、
透水性筒体内からコンクリートダムの取水口を通って下
流に流出する。また透水性筒体内の活性炭又は木炭は土
砂や泥分で埋没することがないので、有効使用でき、さ
らに透水性筒体の外側周囲に多数配設された石は河川の
水を浸透させることができ、コンクリートダムの天端の
排水口からは河川の水が流出することがない。従って、
長期間上流河川の濁水や汚水を浄化できる。
According to the water purification apparatus for the intake of a concrete dam of the present invention constructed as described above, the water flowing to the upstream side of the concrete dam is made of stone arranged around the outside of the water-permeable cylinder. The soil penetrates inside, and the earth and sand and mud are hardly penetrated by the stones. Even if some of the stones enter the stone, they are clogged halfway and do not reach the permeable cylinder. Then, the water that has penetrated into the stone reaches the water-permeable cylinder and flows into the water-permeable cylinder through a perforated plate or a side plate of a reinforcing mesh or louver casing. The water that has flowed into the water-permeable cylinder penetrates at least the activated carbon or charcoal stored on the inner surface of the water-permeable cylinder, and the organic components contained in the water are adsorbed by the activated carbon or charcoal. The water purified by removing organic components is
It flows out of the permeable cylinder downstream through the intake of the concrete dam. Activated carbon or charcoal in the water-permeable cylinder is not buried with earth and sand, so it can be used effectively, and stones arranged around the outside of the water-permeable cylinder can permeate river water. It is possible to prevent the river water from flowing out from the drain at the top of the concrete dam. Therefore,
Can purify muddy water and sewage from upstream rivers for a long time.

【0009】[0009]

【実施例】本発明のコンクリートダム取水口に於ける水
質浄化装置の一実施例を説明すると、図1,2に示すコ
ンクリートダム1に形成された取水口2の上流側に、該
取水口2を囲んで、上下方向に波目を有する波形板3を
左右方向に円弧状に弯曲させたセグメント4を左右方向
及び上下方向に接続してアーチ型になし、周囲にアング
ル材5を取付けてなる側板6が配置され、この側板6の
波形板3の上向きの傾斜面7に、円形の水抜き孔8が側
板6全体として千鳥配列に多数穿設されている。そして
アーチ型の側板6の上端及び下端に、夫々1/4円形の
平板9の周囲にアングル枠10を取付けてなる天板1
1、底板12が二枚づつ突き合わされて透水性半円筒体
13が構成され、この透水性半円筒体13のアーチ型の
側板6の内周側に、図2に示すようにエキスパンドメタ
ル14をアーチ型になし、その周囲にアングル材15を
取付けてなる内側板16が、一定間隔を存して同心に配
設固定され、この内側板16と前記側板6との間の空間
に活性炭17が収納されている。透水性半円筒体13の
外側周囲には、多数の石18を配設して透水性半円筒体
13を被っている。尚、上記アーチ型の側板6は鉄筋網
で構成しても良い。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the water purification apparatus for a concrete dam intake according to the present invention will be described. The intake 2 is provided upstream of the intake 2 formed in the concrete dam 1 shown in FIGS. , The segments 4 obtained by bending the corrugated plate 3 having the wavy lines in the vertical direction into an arc shape in the left and right direction are connected in the left and right direction and the up and down direction to form an arch shape, and the angle members 5 are attached to the periphery. A side plate 6 is disposed, and a large number of circular drain holes 8 are formed in a staggered arrangement on the entire side plate 6 on the upwardly inclined surface 7 of the corrugated plate 3 of the side plate 6. A top plate 1 having an angle frame 10 attached around a 1/4 circular flat plate 9 at the upper end and the lower end of the arched side plate 6, respectively.
1. The bottom plate 12 is abutted two by two to form a water-permeable semi-cylindrical body 13. An expanded metal 14 is provided on the inner peripheral side of the arched side plate 6 of the water-permeable half-cylindrical body 13 as shown in FIG. An inner plate 16 which is formed in an arch shape and around which an angle member 15 is mounted is concentrically arranged and fixed at a certain interval, and activated carbon 17 is provided in a space between the inner plate 16 and the side plate 6. It is stored. A number of stones 18 are arranged around the outer periphery of the permeable semicylindrical body 13 so as to cover the permeable semicylindrical body 13. The arched side plate 6 is made of a reinforcing mesh.
May be configured.

【0010】 このように構成された水質浄化装置19に
よると、コンクリートダム1の上流側に流れてきた水
は、透水性半円筒体13の外側周囲に配設した石18の
中に浸透し、土砂や泥分は石18に遮られて侵入しにく
く、一部石18の中に入っても途中で詰まり、透水性半
円筒体13までは到達しない。そして石18の中に浸透
した水は透水性半円筒体13に到達し、波形板3よりな
るアーチ型の側板6の水抜き孔8を通って透水性半円筒
体13の内部に流入する。この透水性半円筒体13の内
部に流入した水は、透水性半円筒体13のアーチ型の側
板6とその内周側に一定間隔を存して同心に配設固定し
たアーチ型の内側板16との空間に収納された活性炭1
7を透過し、水に含まれている有機成分が活性炭17に
吸着される。こうして有機成分が除かれて浄化された水
は、透水性半円筒体13内からコンクリートダム1の取
水口2を通って下流に流出する。
[0010] According to water purification device 19 having such a configuration, water that has flowed into the upstream side of the concrete dam 1 is to penetrate into the stone 18 which is disposed around the outside of the water-permeable semi-cylindrical body 13, The earth and sand and the mud are hardly penetrated by the stone 18, and even when the stone 18 partially enters the stone 18, it is clogged on the way and does not reach the permeable semi-cylindrical body 13. The water that has penetrated into the stone 18 reaches the permeable semi-cylindrical body 13 and flows into the permeable semi-cylindrical body 13 through the drain hole 8 of the arched side plate 6 made of the corrugated plate 3. The water that has flowed into the water-permeable semi-cylindrical body 13 is concentric with the arch-shaped side plate 6 of the water-permeable semi-cylindrical body 13 at a fixed interval on the inner peripheral side thereof. Activated carbon 1 stored in the space with 16
7 and the organic components contained in the water are adsorbed on the activated carbon 17. The water thus purified from which the organic components have been removed flows out from the water-permeable semi-cylindrical body 13 through the water intake 2 of the concrete dam 1 and downstream.

【0011】 次に本発明のコンクリートダム取水口に於
ける水質浄化装置の他の実施例を説明すると、図3に示
すようにコンクリートダム1に形成された取水口2の上
流側に、該取水口2を囲んで上流から下流にかけて上向
多数の傾斜板23を平行に且つ上側の傾斜板23の
下端が下側の傾斜板23の上端と同高となるようにケー
シング24に備えて、傾斜板23間に水抜き開口25
(図4参照)を上流から下流に向って上向きに形成して
ルーバーを構成し、このルーバー全体を左右方向に円弧
状に弯曲させたセグメント26を左右方向及び上下方向
に接続してアーチ型にした側板27が配置され、このア
ーチ型の側板27の上端及び下端に、夫々1/4円形の
平板9の周囲にアングル枠10を取付けてなる天板1
1、底板12が二枚づつ突き合わされて透水性半円筒体
13′が構成され、この透水性半円筒体13′内に、図
4に示すように取水口2の入口にエキスパンドメタル2
8を配した上、木炭29が収納されている。透水性半円
筒体13′の外側周囲には、多数の石18を配設して透
水性半円筒体13′を被っている。
[0011] Next will be described another embodiment of the in water purification device in the concrete dam intake of the present invention, the upstream side of the intake port 2 formed in the concrete dam 1 as shown in FIG. 3, said mounting water from the upstream surrounds the mouth 2 comprises a casing 24, as the lower end of the upwardly number of the inclined plate and the upper 23 parallel inclined plate 23 toward the downstream becomes the top and flush with the lower side of the inclined plate 23, the inclination Drain opening 25 between plates 23
(See FIG. 4) are formed upward from upstream to downstream to form a louver, and segments 26 obtained by bending the entire louver in an arc shape in the left-right direction are connected in the left-right direction and the up-down direction to form an arch. A top plate 1 in which an angle frame 10 is attached around a 1/4 circular flat plate 9 at the upper end and lower end of the arched side plate 27, respectively.
1. The bottom plate 12 is abutted two by two to form a water-permeable semi-cylindrical body 13 '. In this water-permeable semi-cylindrical body 13', expanded metal 2 is inserted into the inlet of the water intake 2 as shown in FIG.
8 and a charcoal 29 is stored. A number of stones 18 are arranged around the outer periphery of the permeable semi-cylindrical body 13 'and cover the permeable semi-cylindrical body 13'.

【0012】 このように構成された水質浄化装置19′
によると、コンクリートダム1の上流側に流れてきた水
は、透水性半円筒体13′の外側周囲に配設した石18
の中に浸透し、土砂や泥分は石18に遮られて侵入しに
くく、一部石18の中に入っても途中で詰まり、透水性
半円筒体13′までは到達しない。そして石18の中に
浸透した水は透水性半円筒体13′に到達し、ルーバー
よりなるアーチ型の側板27の傾斜板23間の水抜き開
口25を通って透水性半円筒体13′の内部に流入す
る。この透水性半円筒体13′の内部に流入した水は、
透水性半円筒体13′内に収納された木炭29を透過
し、水に含まれている有機成分が木炭29に吸着され
る。こうして有機成分が除かれて浄化された水は、透水
性半円筒体13′内からコンクリートダム1の取水口2
を通って下流に流出する。
The water purification apparatus 19 'constructed as described above.
According to this, the water flowing to the upstream side of the concrete dam 1 is separated by a stone 18 disposed around the outside of the permeable semi-cylindrical body 13 '.
The earth and sand and mud are hardly penetrated by the stone 18 because they are blocked by the stone 18, and even when the stone 18 partially enters the stone 18, it is clogged on the way and does not reach the permeable semi-cylindrical body 13 ′. The water penetrating into the stone 18 reaches the permeable semi-cylindrical body 13 ', passes through the drain opening 25 between the inclined plates 23 of the arch-shaped side plate 27 made of louvers, and forms the permeable semi-cylindrical body 13'. Inflow inside. The water flowing into the water-permeable semi-cylindrical body 13 ′
The organic component contained in the water is adsorbed on the charcoal 29 while passing through the charcoal 29 stored in the water-permeable semi-cylindrical body 13 ′. The water thus purified from which the organic components have been removed is supplied from the water-permeable semi-cylindrical body 13 ′ to the intake port 2 of the concrete dam 1.
And flows downstream through.

【0013】 尚、上記2つの実施例の水質浄化装置1
9,19′は、アーチ型の側板6,27に天板11、底
板12を組付けて透水性半円筒体13,13′を構成し
ているが、側板6,27はアーチ型に限るものではな
く、コンクリートダム1の上流側で取水口2を囲むこと
ができればどのような形状でも良い。また上記2つの実
施例の水質浄化装置19,19′の透水性半円筒体1
3,13′の天板11、底板12は平板であるが、スリ
ット板、多孔板、エキスパンドメタル等と金網を組み合
わせたものでも良い。要は水のみ透水性筒体内に流入で
きればいかなるものでも良い。さらに上記2つの実施例
の水質浄化装置19,19′の透水性半円筒体13,1
3′内に於けるエキスパンドメタルよりなるアーチ型の
内側板16と取水口2の入口のエキスパンドメタル28
は、透水布、例えばジオテキスタイルに代えても良いも
のである。
[0013] The water purification apparatus 1 of the above two embodiments.
9 and 19 ′ constitute the water-permeable semi-cylindrical bodies 13 and 13 ′ by assembling the top plate 11 and the bottom plate 12 with the arch-shaped side plates 6 and 27, but the side plates 6 and 27 are limited to the arch type. Instead, any shape may be used as long as the intake 2 can be surrounded on the upstream side of the concrete dam 1. Further, the water-permeable semi-cylindrical body 1 of the water purification devices 19, 19 'of the above two embodiments.
The top plate 11 and the bottom plate 12 of the plates 3 and 13 'are flat plates, but may be a combination of a slit plate, a perforated plate, expanded metal or the like and a wire mesh. In short, any material can be used as long as only water can flow into the permeable cylinder. Further, the water-permeable semi-cylindrical bodies 13, 1 of the water purification devices 19, 19 'of the above two embodiments.
An arched inner plate 16 made of expanded metal in 3 'and an expanded metal 28 at the inlet of the intake 2
May be replaced with a water-permeable cloth, for example, a geotextile.

【0014】[0014]

【発明の効果】以上の通り本発明によるコンクリートダ
ム取水口に於ける水質浄化装置によれば、コンクリート
ダムの上流側に流れた水が透水性筒体の外側周囲に配し
た石の中に浸透して透水性筒体に到達し、土砂や泥分は
石に遮られ、一部石の中に入っても途中で詰まり、透水
性筒体までは到達せず、透水性筒体に到達した水は、孔
あき板又は鉄筋網若しくはルーバーのケーシングの側板
を通って内部に流入し、少くとも内面に収納された活性
炭又は木炭を透過し、水に含まれている有機成分が活性
炭又は木炭に吸着される結果、透水性筒体内からコンク
リートダムの取水口を通って下流に流出する水は、有機
成分が除かれて浄化されたものとなる。また、透水性筒
体内の活性炭又は木炭は土砂や泥分で埋没することがな
いので、有効使用でき、さらに透水性筒体の外側周囲に
多数配設された石は、河川の水を浸透させることがで
き、コンクリートダムの天端の排水口から河川の水を流
出することがなく、従って、長期間上流河川の濁水や汚
水を浄化でき、下流の水源貯水池や水源渓流の取水施設
には、水質の浄化された渓流水を取水できる。
As described above, according to the water purification apparatus for the intake of a concrete dam according to the present invention, the water flowing upstream of the concrete dam penetrates into the stones arranged around the outside of the water-permeable cylinder. And reached the water-permeable cylinder, the earth and sand and mud were blocked by the stones, clogged in the middle even if it partially entered the stone, did not reach the water-permeable cylinder, but reached the water-permeable cylinder Water flows into the inside through a perforated plate or a side plate of a reinforced mesh or a louver casing, and permeates at least the activated carbon or charcoal stored on the inner surface, and organic components contained in the water are converted into activated carbon or charcoal. As a result of the adsorption, the water flowing downstream from the water-permeable cylinder through the intake port of the concrete dam is purified without organic components. In addition, the activated carbon or charcoal in the permeable cylinder is not buried in earth and sand or mud, so it can be used effectively, and furthermore, a large number of stones arranged around the outside of the permeable cylinder penetrate the water of the river. Without draining the river water from the drain at the top of the concrete dam, thus purifying the turbid water and sewage of the upstream river for a long period of time. Can take in stream water with purified water quality.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明によるコンクリートダム取水口に於ける
水質浄化装置の一実施例を示す斜視図である。
FIG. 1 is a perspective view showing one embodiment of a water quality purifying device at a water intake of a concrete dam according to the present invention.

【図2】図1の縦断面図である。FIG. 2 is a longitudinal sectional view of FIG.

【図3】本発明によるコンクリートダム取水口に於ける
水質浄化装置の他の実施例を示す斜視図である。
FIG. 3 is a perspective view showing another embodiment of the water purification device at the intake of the concrete dam according to the present invention.

【図4】図3の縦断面図である。FIG. 4 is a longitudinal sectional view of FIG.

【符号の説明】[Explanation of symbols]

1 コンクリートダム 2 取水口 3 波形板 4 セグメント 5 アングル材 6 側板 7 傾斜面 8 水抜き孔 9 平板 10 アングル枠 11 天板 12 底板 13,13′ 透水性半円筒体 14 エキスパンドメタル 15 アングル材 16 内側板 17 活性炭 18 石 19,19′ 水質浄化装置 23 傾斜板 24 ケーシング 25 水抜き開口 26 セグメント 27 側板 28 エキスパンドメタル 29 木炭 DESCRIPTION OF SYMBOLS 1 Concrete dam 2 Intake port 3 Corrugated board 4 Segment 5 Angle material 6 Side plate 7 Inclined surface 8 Drain hole 9 Flat plate 10 Angle frame 11 Top plate 12 Bottom plate 13, 13 'Permeable semi-cylindrical body 14 Expanded metal 15 Angle material 16 Inside Plate 17 Activated carbon 18 Stone 19, 19 'Water purification device 23 Inclined plate 24 Casing 25 Drain opening 26 Segment 27 Side plate 28 Expanded metal 29 Charcoal

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 上流側のコンクリートダム取水口を囲ん
で、水を通し、石を通さない孔あき板又は鉄筋網若しく
はルーバーのケーシングからなる側板と天板と底板とに
より構成された透水性筒体を配設固定し、この透水性筒
体の少なくとも内面に活性炭又は木炭を収納すると共
に、透水性筒体の外側周囲に多数の石を配設したことを
特徴とするコンクリートダム取水口に於ける水質浄化装
置。
1. A water-permeable cylinder formed by a side plate made of a perforated plate or a reinforced mesh or a louver casing, a top plate and a bottom plate, which surrounds an intake port of a concrete dam on the upstream side and through which water does not pass. A concrete dam intake characterized in that a body is arranged and fixed, activated carbon or charcoal is stored on at least the inner surface of the permeable cylinder, and a large number of stones are arranged around the outside of the permeable cylinder. Water purification equipment.
【請求項2】 孔あき板のケーシング側板が、波形板か
らなり、該波形板の上向きの傾斜面に、多数の水抜き孔
が穿設されていることを特徴とする請求項1に記載の
ンクリートダム取水口に於ける水質浄化装置。
2. The casing according to claim 1, wherein the casing side plate of the perforated plate is formed of a corrugated plate , and a large number of drain holes are formed in an upwardly inclined surface of the corrugated plate . Water purification system at the intake of concretecrete dam.
JP4115393A 1992-04-08 1992-04-08 Water purification equipment at the intake of a concrete dam Expired - Fee Related JP3035758B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4115393A JP3035758B2 (en) 1992-04-08 1992-04-08 Water purification equipment at the intake of a concrete dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4115393A JP3035758B2 (en) 1992-04-08 1992-04-08 Water purification equipment at the intake of a concrete dam

Publications (2)

Publication Number Publication Date
JPH05285470A JPH05285470A (en) 1993-11-02
JP3035758B2 true JP3035758B2 (en) 2000-04-24

Family

ID=14661447

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4115393A Expired - Fee Related JP3035758B2 (en) 1992-04-08 1992-04-08 Water purification equipment at the intake of a concrete dam

Country Status (1)

Country Link
JP (1) JP3035758B2 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012112217A (en) * 2010-11-26 2012-06-14 Nippon Steel & Sumikin Metal Products Co Ltd Stone-filled structure equipped with filter medium storage body, and steel-frame dam
JP6017774B2 (en) * 2011-11-09 2016-11-02 Koa株式会社 Water intake equipment
US10125034B2 (en) 2014-05-12 2018-11-13 Erick Mcwayne Permeable reactive weir
JP6496577B2 (en) * 2015-03-12 2019-04-03 日立造船株式会社 Infiltration water intake system for revetment walls
CN107740383B (en) * 2017-10-20 2019-07-12 水利部水工金属结构质量检验测试中心 A kind of light-weighted corrugated plating gate
KR102037464B1 (en) * 2019-01-09 2019-11-26 주식회사 대흥미래기술 Multifunctional debris flow reduction facility part transmission type assembly
CN110563073A (en) * 2019-09-19 2019-12-13 合肥固本信息科技服务有限公司 Ecological dam
KR102170356B1 (en) * 2020-02-14 2020-10-27 주식회사 대흥미래기술 Debris flow reduction facility part transmission type assembly
CN115105873A (en) * 2022-05-24 2022-09-27 苏州园科生态建设集团有限公司 Ecological remediation system for rural water environment

Also Published As

Publication number Publication date
JPH05285470A (en) 1993-11-02

Similar Documents

Publication Publication Date Title
KR100706269B1 (en) Non-point pollutant purification device for early rainfall runoff
JP5676681B2 (en) Filter for removing sediment from water
US7517450B2 (en) Pre-assembled flow control structured and related media filtration system
JP3035758B2 (en) Water purification equipment at the intake of a concrete dam
JP2006150351A (en) Wetland type water purification system
KR20150114224A (en) infiltration institution of rainwater in rainwater treatment
KR100904081B1 (en) Filtration channel for reducing non-point pollutants with bypass channel
KR100943022B1 (en) A sanitation facilities of first fall rain water using filter cartridge
KR101683816B1 (en) A sanitation facility of first rainwater-spilled water for bridge
KR101353280B1 (en) Modular infiltration trench combined with filter cartridges
KR100814790B1 (en) Filtration channel for reducing nonpoint pollutants
KR0171912B1 (en) River purifier
KR100741409B1 (en) Excellent Outflow Water Treatment System for Bridges
KR101219791B1 (en) Non-point pollution source treatment apparatus using the purifying unit
KR200393332Y1 (en) A sanitation facility of first rainwater-spilled water for bridge
KR100690380B1 (en) Excellent Outflow Water Treatment System for Bridges
JP2003286741A (en) Rainwater cleaning structure
JP2954777B2 (en) Upstream river purification dam
JPH08144355A (en) Outflow restrainer for rainfall
KR100499612B1 (en) Solid Separation and Filtered water obtainment method by Screen Channel
KR20170063126A (en) Reducing apparatus of non-point source pollution
JPH0576895A (en) Discharged water purifying device for water channel
KR100807987B1 (en) Filter case casing for rain gutters or waterways
KR101010054B1 (en) Nonpoint Pollution Reduction Device
KR102215767B1 (en) Non-point contaminant reducing device for treatment of first rain water

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20000111

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090225

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090225

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100225

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100225

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110225

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110225

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120225

Year of fee payment: 12

LAPS Cancellation because of no payment of annual fees