JPS60109404A - Production of fresh water region in turbid water - Google Patents
Production of fresh water region in turbid waterInfo
- Publication number
- JPS60109404A JPS60109404A JP21506583A JP21506583A JPS60109404A JP S60109404 A JPS60109404 A JP S60109404A JP 21506583 A JP21506583 A JP 21506583A JP 21506583 A JP21506583 A JP 21506583A JP S60109404 A JPS60109404 A JP S60109404A
- Authority
- JP
- Japan
- Prior art keywords
- water
- turbid
- turbid water
- fresh
- temperature
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
- E02B1/003—Mechanically induced gas or liquid streams in seas, lakes or water-courses for forming weirs or breakwaters; making or keeping water surfaces free from ice, aerating or circulating water, e.g. screens of air-bubbles against sludge formation or salt water entry, pump-assisted water circulation
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は濁水中に清水区域を発生させる方法に関するも
のである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for generating fresh water zones in turbid water.
海底や湖底での水中土木作業を行う場合、河川濁水の流
入や、し1ノ等による底泥の巻上げ等により海水や湖水
が濁り視界が悪くなり作業が不可能になる場合がある。When carrying out underwater civil engineering work on the seabed or the bottom of a lake, the inflow of turbid river water or the lifting up of bottom mud by sandstorms may cause the seawater or lake water to become muddy, resulting in poor visibility and the work being impossible.
本発明は、こうした状況に対処するためになされたもの
で、[水がお互いに密度差を有する場合で、かつお互い
が静止に近ければ混ざりにくい。The present invention was made to deal with such a situation.If water has a density difference and is near stationary, it is difficult for them to mix.
又、密度の大きい水は密度の小さい水の下に溜りやすい
。」といった水の特性を応用して、混濁した海底や湖底
の濁水中に清水区域を発生させ視界を良好にし、水中で
の作業を円滑に行なうことができるようにした、濁水中
に清水区域を発生させる方法を提供することを目的どす
る。Also, water with a high density tends to accumulate under water with a low density. By applying the characteristics of water such as ``clear water'', a clear water area is created in the turbid water of the turbid seabed or lake bed, improving visibility and making it possible to perform underwater work smoothly. The purpose is to provide a method for generating
すなわち本発明は、濁水部に濁水より低温の清水を供給
して行う、濁水中に清水区域を発生させる方法に関する
ものである。That is, the present invention relates to a method of generating a fresh water area in turbid water by supplying fresh water at a lower temperature than the turbid water to the turbid water area.
次に本発明の実施例を図面をもとに説明するがその前に
本発明に使用する装置について説明する。Next, embodiments of the present invention will be described with reference to the drawings, but before that, an apparatus used in the present invention will be described.
本発明の、濁水中に清水区域を発生させる方法の実施例
は第1図に示すように、公知の濁水清浄器1、冷却器2
、低温水供給管3、吸水管4を連結して作業船等の作業
台5に搭載して構成するが、他の実施例で示すように濁
水よりも低温の清水が供給できたり、また清浄な水を取
水することができれば各装置の一部を省略することも考
えられる。An embodiment of the method of generating a fresh water area in turbid water according to the present invention is as shown in FIG.
, a low-temperature water supply pipe 3, and a water intake pipe 4 are connected and installed on a workbench 5 of a work boat, etc., but as shown in other embodiments, fresh water at a lower temperature than turbid water can be supplied, and clean water can be supplied. If sufficient water can be taken in, it may be possible to omit some of the equipment.
(イ)濁水清浄器及び冷朗器
濁水清浄器1及び冷却器2は公知の装置を使用する3゜
(ロ)低温水供給管
低温水供給管3は冷却器2に接続し、水中に降ろJパイ
プである。(B) Turbid water purifier and cooler 3. The turbid water purifier 1 and cooler 2 use known devices. (B) Low temperature water supply pipe Low temperature water supply pipe 3 is connected to the cooler 2 and lowered into water. It's a J pipe.
そして低温水供給管3を水中の作業範囲△より上流側の
海底もしくは湖底等のf=J近まで降ろし、その先端を
流出口31とする。Then, the low-temperature water supply pipe 3 is lowered to near f=J, such as the seabed or lake bottom, upstream of the underwater work range Δ, and its tip is used as the outlet 31.
そして流出口31を作業範囲Aに向【ノる。Then, the outlet 31 is directed toward the work area A.
また低渇水供給管3を複数本ならべて使用することもあ
る。Furthermore, a plurality of low-drought supply pipes 3 may be used in parallel.
(ハ)吸水管
吸水管4は濁水清浄器1に接続し水中から取水するパイ
プである。(c) Water suction pipe The water suction pipe 4 is a pipe connected to the turbid water purifier 1 to take water from underwater.
そして水中の作業範囲△まで降ろしたパイプの先端部を
取水]]41どする。Then, take water from the tip of the pipe that has been lowered to the working range △ in the water]]41.
又、取水D 41 (1近には濁水の温度を測定づる1
)−−ミスタ温度計等の作業台5に載置した測定器6の
末端部61を設置しておく。In addition, water intake D 41 (nearly there is a 1 that measures the temperature of turbid water)
)--The end portion 61 of a measuring device 6 placed on the workbench 5, such as a mister thermometer, is installed.
又、吸水管4には取水口41からの取水のためのポンプ
機構、また低温水供給管3には流出1]31からの放水
のためのポンプa4M<いずれも図示せず)をそれぞれ
接続づる。In addition, a pump mechanism for taking in water from the water intake port 41 is connected to the water intake pipe 4, and a pump a4M (both not shown) for discharging water from the outflow 1] 31 is connected to the low temperature water supply pipe 3. .
次に上記の装置を使用して濁水中に清水区域を発11−
ざlするプ)法を説明ηる。Next, use the above device to create a clear water area in the turbid water.11-
I will explain the method that will be used.
(イ)取水
作業範囲Δまで降ろしIこ吸水管4の取水0/41から
濁水を取水する。(B) Lower the water to the water intake work range Δ and take the turbid water from water intake 0/41 of the water intake pipe 4.
この時取水r’、I /I 1に設置した、測定器6の
末端部61が、取水した作業範囲A付近の濁水の温度を
測定する。At this time, the end portion 61 of the measuring device 6 installed at the water intake r', I/I 1 measures the temperature of the turbid water near the working area A where the water is taken.
(ロ)濁水の清浄及び冷却
吸水管4内を通ってぎた濁水を濁水清浄器1内にいれ清
水に浄化する。(b) Purification and cooling of turbid water The turbid water that has passed through the water suction pipe 4 is put into the turbid water purifier 1 and purified into clear water.
浄化した清水を冷却器2内に入れ測定器6に、1、って
測定した作業範囲A (=l近の濁水の水温より低い温
度に冷7JI することにより濁水より密度の大さ・い
清水にする。The purified fresh water is put into the cooler 2 and measured by the measuring device 6.Working area A Make it.
(ハ)放水
3−
冷却した清水を低温水供給管3の流出1]31がら作業
範囲A上方に低流速で放出する。(c) Water discharge 3 - Cooled fresh water is discharged at a low flow rate above the work area A from the outflow 1] 31 of the low temperature water supply pipe 3.
このどき、放出が低流速Cあり、更に冷却により密度を
大きくしであるので回りの濁水との間に密度差が(1じ
周囲の濁水ど混合しにくい。At this time, the discharge is at a low flow rate C, and the density is increased by cooling, so there is a density difference between it and the surrounding turbid water (1) It is difficult to mix with the surrounding turbid water.
又、作業範囲Δの1゛方に放出した清浄透明な水はfq
近の濁水より密度が人ぎいため、作業範囲Aの密度の小
さい濁水と入替り濁水の下に人込み作業範囲△は清浄透
明な水域どなる。Also, the clean and transparent water discharged in the 1° direction of the working range Δ is fq
Because it is denser than the nearby turbid water, the turbid water in work area A, which has a lower density, replaces the turbid water, and the work area △ becomes clean, transparent water.
(ニ)その他の実施例1
取水する場所は必ずしも作業範囲イ]近である必要はな
く、例λば水面f」近の水が清浄であればそこh日ら取
水づることにより、濁水清浄器の設置は不必要となるこ
とb考えられる。(D) Other Examples 1 The place where water is taken does not necessarily have to be near the work area, for example, if the water near the water surface f is clean, the turbid water purifier can be used by drawing water there for h days. It is conceivable that the installation of this would be unnecessary.
(小)その他の実施例2
作業範囲の水温より低流の水が取水できる場合、例えば
作業範囲の底床より深度の深い部分からの取水が可能イ
r揚合は冷却器の設置が不必要となる。(Small) Other Example 2 If it is possible to take in water at a flow lower than the water temperature in the work area, for example, it is possible to take water from a part deeper than the bottom of the work area. becomes.
本発明は以、■説明したようになるので次のよう4− な効果を期待することかできる。Since the present invention is as described in ①, the following 4- We can expect some positive effects.
(イ)本発明の装置によって作業範囲に清水区域を発生
させることができるので、作業範囲は濁水ではなく清水
が漂っているため視界がよく、作業を容易、確実、安全
に行うことができる。(b) Since the device of the present invention can generate a clear water area in the work area, the work area has clear water instead of turbid water, so visibility is good and work can be performed easily, reliably, and safely.
(ロ)本装置では、[密度差を有する水同志はお互いが
静1トに近い状態なら混ざりにくく、密10の大きい水
は密度の小さい水の下に溜りやずい1という水の特性の
みを利用し、仙の方法、例えば化学的方法等は使用して
いないので例えば薬物等による公害の心配がない。(b) With this device, [Waters with different densities are difficult to mix if they are close to each other, and water with a high density of 10 accumulates under water with a low density. Since no chemical methods are used, there is no need to worry about pollution caused by drugs, etc.
(ハ)放出する冷却水の速度は極めて低速にため作業に
何等支障をきたさない。(c) The speed of the cooling water discharged is extremely low, so it does not cause any trouble to the work.
第1N:本発明に関わる装置の使用方d(の説明図第2
図二本発明に関わる装置の配置図
1:濁水清浄器 2:冷却器 3:低温水供給管4:吸
水管 5:作業台 6:測定器
31:流出口 41:取水口 61:末端部△:作業範
囲
出願人 大成建設株式会ネ11st N: Explanatory diagram 2nd of how to use the device related to the present invention d
Figure 2 Layout of equipment related to the present invention 1: Turbid water purifier 2: Cooler 3: Low temperature water supply pipe 4: Water intake pipe 5: Work table 6: Measuring device 31: Outlet 41: Water intake 61: Terminal △ :Scope of work Applicant: Taisei Corporation Ne1
Claims (1)
清水区域を発生させる方法。A method of creating a clear water area in turbid water by supplying fresh water at a lower temperature than the turbid water to the turbid water area.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21506583A JPS60109404A (en) | 1983-11-17 | 1983-11-17 | Production of fresh water region in turbid water |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21506583A JPS60109404A (en) | 1983-11-17 | 1983-11-17 | Production of fresh water region in turbid water |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60109404A true JPS60109404A (en) | 1985-06-14 |
JPS6261723B2 JPS6261723B2 (en) | 1987-12-23 |
Family
ID=16666169
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21506583A Granted JPS60109404A (en) | 1983-11-17 | 1983-11-17 | Production of fresh water region in turbid water |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60109404A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006009386A (en) * | 2004-06-25 | 2006-01-12 | Chugoku Electric Power Co Inc:The | Dredging method |
JP2009030366A (en) * | 2007-07-27 | 2009-02-12 | Toyo Constr Co Ltd | Construction method for backfilling underwater depression |
CN105804027A (en) * | 2016-05-11 | 2016-07-27 | 中国电建集团成都勘测设计研究院有限公司 | Temporary discharge structure reducing ecological flow of low-temperature water for high dam |
JP2018105031A (en) * | 2016-12-27 | 2018-07-05 | 鹿島建設株式会社 | Clean water area formation apparatus and clean water area formation method |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH03121113U (en) * | 1990-03-26 | 1991-12-11 |
-
1983
- 1983-11-17 JP JP21506583A patent/JPS60109404A/en active Granted
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006009386A (en) * | 2004-06-25 | 2006-01-12 | Chugoku Electric Power Co Inc:The | Dredging method |
JP4601339B2 (en) * | 2004-06-25 | 2010-12-22 | 中国電力株式会社 | 浚 渫 Method |
JP2009030366A (en) * | 2007-07-27 | 2009-02-12 | Toyo Constr Co Ltd | Construction method for backfilling underwater depression |
CN105804027A (en) * | 2016-05-11 | 2016-07-27 | 中国电建集团成都勘测设计研究院有限公司 | Temporary discharge structure reducing ecological flow of low-temperature water for high dam |
JP2018105031A (en) * | 2016-12-27 | 2018-07-05 | 鹿島建設株式会社 | Clean water area formation apparatus and clean water area formation method |
Also Published As
Publication number | Publication date |
---|---|
JPS6261723B2 (en) | 1987-12-23 |
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