JPH02282509A - Multi-layered underground overflow manhole power generation structure - Google Patents
Multi-layered underground overflow manhole power generation structureInfo
- Publication number
- JPH02282509A JPH02282509A JP10334189A JP10334189A JPH02282509A JP H02282509 A JPH02282509 A JP H02282509A JP 10334189 A JP10334189 A JP 10334189A JP 10334189 A JP10334189 A JP 10334189A JP H02282509 A JPH02282509 A JP H02282509A
- Authority
- JP
- Japan
- Prior art keywords
- river
- sea
- pollution
- flow
- sides
- 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
- 238000010248 power generation Methods 0.000 title 1
- 238000000034 method Methods 0.000 claims description 13
- 239000012528 membrane Substances 0.000 claims description 11
- 239000003344 environmental pollutant Substances 0.000 abstract description 5
- 231100000719 pollutant Toxicity 0.000 abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 239000002245 particle Substances 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract 1
- 230000002265 prevention Effects 0.000 description 9
- 238000010586 diagram Methods 0.000 description 4
- 230000003373 anti-fouling effect Effects 0.000 description 2
- 241001063191 Elops affinis Species 0.000 description 1
- 235000002756 Erythrina berteroana Nutrition 0.000 description 1
- HKPHPIREJKHECO-UHFFFAOYSA-N butachlor Chemical compound CCCCOCN(C(=O)CCl)C1=C(CC)C=CC=C1CC HKPHPIREJKHECO-UHFFFAOYSA-N 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Cleaning Or Clearing Of The Surface Of Open Water (AREA)
Abstract
Description
【発明の詳細な説明】 本発明は副、海等に流入する河川の浄化方法に関する。[Detailed description of the invention] The present invention relates to a method for purifying rivers flowing into rivers, oceans, etc.
従来各地の河川は産業の発展と共に各種廃水を流したり
、種々のごみ類が不法投棄され汚染されろ一方である。With the development of industry, rivers in various places have become polluted due to the flow of various types of wastewater and illegal dumping of various types of garbage.
近年これらの状況を改善するためにいろいろの方法が提
案されているが、いずれも一長一短があり、満足する方
法は見出されていないのが現状である。In recent years, various methods have been proposed to improve these situations, but all have advantages and disadvantages, and no satisfactory method has yet been found.
本発明者は、これら従来の欠点を解決すべく種々研究を
重ねた結果本発明を完成するに至った。The present inventor has completed the present invention as a result of various studies aimed at solving these conventional drawbacks.
すなわち本発明は湖、海等における河川の流入部に略河
川幅を残して、その両側部に汚濁防止膜を多重に展張す
ることを特徴とする河川流入部における河川の浄化方法
に関する。That is, the present invention relates to a method for purifying a river at an inlet of a river, such as a lake or the sea, which is characterized by leaving approximately the width of the river at the inlet of the river and extending multiple anti-pollution films on both sides of the inlet.
次に本発明方法を図面を参照しながら説明するが本発明
は以下の説明のみに限定されるものではない。Next, the method of the present invention will be explained with reference to the drawings, but the present invention is not limited to the following explanation.
第1図は河川が副、海等に流入する部分を示した状況図
であり、1は河川であり、2は河川の流入部であり、3
は多重に展張された汚濁防止膜である。Figure 1 is a situation diagram showing the parts where a river flows into the subway, the sea, etc., where 1 is the river, 2 is the inflow part of the river, and 3
is a multilayer anti-pollution membrane.
第2図は第1図のさらに拡大図であり、河川の流入の状
態を示したものである。すなわち河川の水が海等に流入
した場合、該河川の両側に多重に展張された汚濁防止膜
があることから、該汚濁防止膜部において各々カルマン
渦流やラベリンス流4が生起し、それによって河川の流
量、流速が変わっても浮遊物を捕捉し、そして河川水中
の微粒子状の汚濁物質をも沈降せしめて同月の浄化を行
なうものである。FIG. 2 is a further enlarged view of FIG. 1, showing the state of river inflow. In other words, when water from a river flows into the sea, etc., since there are multiple pollution prevention membranes on both sides of the river, Karman vortices and Laberins flows 4 are generated in the pollution prevention membranes, which causes the river to flow into the sea. Even if the flow rate and speed of the river changes, it captures suspended matter and settles fine particulate pollutants in the river water, cleaning the river for the same month.
本発明方法によれば河川等の浮遊物は河川の岸辺付近に
沿って流れろことが多いため効果的に、それら浮遊物を
回収することができろと共に前記したように河川中の汚
濁粒子も除去することができる。According to the method of the present invention, since floating objects in rivers, etc. often flow along the banks of rivers, it is possible to effectively collect these floating objects and also remove pollutant particles in rivers as described above. can do.
本発明方法に使用されろ汚濁防止膜は、例えば第3図に
示すように垂下膜5とフロート6からなるものである。The anti-fouling membrane used in the method of the present invention is, for example, composed of a hanging membrane 5 and a float 6 as shown in FIG.
第4図は第3図の側面図であり、垂下M5を二条とした
ものを1セツトとした場合を示したものである。第5図
は第3図の平面図を示したものであり、フロート7をな
てに固定することによっていわゆるフロートをはしご型
に形成することによって、二条型の汚濁防止膜を構成す
ることができろ。そしてこのような汚濁防止膜を例えば
10〜20mm間隔に多重に展張し、且つ前記はしご型
フロートの上に板等を敷設すれば浮桟橋とすることがで
きるので、ボート等の係留も可能となる。FIG. 4 is a side view of FIG. 3, showing one set of two strips of hanging M5. FIG. 5 shows a plan view of FIG. 3, and by fixing the float 7 to a machete and forming the so-called float into a ladder shape, a two-line anti-fouling membrane can be constructed. reactor. If such anti-pollution membranes are spread in multiple layers at intervals of, for example, 10 to 20 mm, and a board or the like is laid on top of the ladder-type float, a floating pier can be created, making it possible to moor boats, etc. .
さらに本発明方法において第6図のように多重展張され
た各汚濁防止膜にtコで型に汚濁防止M8を展張すれば
捕捉された浮遊物を比較的固定した場合に集めろことが
できるので好ましい。Furthermore, in the method of the present invention, it is preferable to spread the pollution prevention M8 in a mold on each multi-spread pollution prevention film as shown in FIG. 6, because the trapped floating matter can be collected when it is relatively fixed. .
本発明方法における汚濁防止膜の展張方法は第7図に示
すように円弧状に張ることによっても一層効果が向上す
る。又、新設の浮桟橋に汚濁防止膜を垂下してもよい。The effect of the method of spreading the pollution prevention film in the method of the present invention can be further improved by spreading it in an arc shape as shown in FIG. Also, a pollution prevention membrane may be hung on a newly constructed floating pier.
本発明に使用する垂下膜5としてはシート状、穴あきシ
ート状、網状、すだれ状等種々の形態のものが使用出来
る。The hanging membrane 5 used in the present invention can be in various forms such as a sheet shape, a perforated sheet shape, a net shape, and a slat shape.
前記したように本発明方法によれば河川から海等に航行
する船舶は自由に通ることができ、そして河川の浮遊物
及び多面に汚濁物質を除去することができるので極めて
効果的に河川の浄化を行なうことができろ。As mentioned above, according to the method of the present invention, ships navigating from rivers to the sea can pass freely, and suspended matter and pollutants from rivers can be removed from many surfaces, so river purification is extremely effective. Be able to do this.
第1図は河川の流入部に汚濁防止膜を展張した場合を示
す状態図であり、第2図は第1図の河川流入部の拡大状
態図であり、第3図は汚濁防止膜の一例を示す正面図で
あり、第4図は第3図の側面図であり、第5図は第3図
の平面図であり、第6図及び第7図は本発明の汚濁防止
膜の他の展張方法を示した河川流入部の状態図である。Fig. 1 is a state diagram showing the case where a pollution prevention membrane is extended at the inflow part of a river, Fig. 2 is an enlarged state diagram of the river inflow part of Fig. 1, and Fig. 3 is an example of the pollution prevention film. FIG. 4 is a side view of FIG. 3, FIG. 5 is a plan view of FIG. 3, and FIGS. 6 and 7 are views of other pollution prevention films of the present invention. It is a state diagram of the river inflow part showing the expansion method.
Claims (1)
して、その両側部に汚濁防止膜を多重に展張することを
特徴とする河川流入部における河川の浄化方法。A method for purifying a river at a river inlet in a dam, a lake, the sea, etc., which is characterized by leaving approximately the width of the river at the inlet of the river, and spreading anti-pollution membranes in multiple layers on both sides of the inlet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10334189A JPH02282509A (en) | 1989-04-25 | 1989-04-25 | Multi-layered underground overflow manhole power generation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10334189A JPH02282509A (en) | 1989-04-25 | 1989-04-25 | Multi-layered underground overflow manhole power generation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02282509A true JPH02282509A (en) | 1990-11-20 |
Family
ID=14351443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10334189A Pending JPH02282509A (en) | 1989-04-25 | 1989-04-25 | Multi-layered underground overflow manhole power generation structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02282509A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0611885U (en) * | 1992-07-08 | 1994-02-15 | 株式会社トーヨーテクノコーポレーション | Sewage purification device |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01102117A (en) * | 1987-10-16 | 1989-04-19 | Nippon Solid Co Ltd | Collection of floating substance in river or the like |
-
1989
- 1989-04-25 JP JP10334189A patent/JPH02282509A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01102117A (en) * | 1987-10-16 | 1989-04-19 | Nippon Solid Co Ltd | Collection of floating substance in river or the like |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0611885U (en) * | 1992-07-08 | 1994-02-15 | 株式会社トーヨーテクノコーポレーション | Sewage purification device |
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