JPS60109404A - Production of fresh water region in turbid water - Google Patents

Production of fresh water region in turbid water

Info

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
Application number
JP21506583A
Other languages
Japanese (ja)
Other versions
JPS6261723B2 (en
Inventor
Kazuo Ishino
石野 和男
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP21506583A priority Critical patent/JPS60109404A/en
Publication of JPS60109404A publication Critical patent/JPS60109404A/en
Publication of JPS6261723B2 publication Critical patent/JPS6261723B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B1/00Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
    • E02B1/003Mechanically 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering 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

PURPOSE:To smoothly perform operations in water by a method in which lower- temperature fresh water than turbid water is supplied to the turbid water portion to produce a fresh water region in the turbid water and the range of vision in the turbid water section is made better. CONSTITUTION:Turbid water is taken out of the intake port 41 of a water suction tube 4 lowered to an operation range A, and the temperature of the turbid water is measured. Turbid water coming through the water suction tube 4 is put into a turbid water clarifier 1 for clarification, and the clarified turbid water is put into a cooler 2 to cool it to temperatures lower than the turbid water to obtain a fresh water having a higher density than the turbid water. The fresh water so cooled is discharged at a low flow rate from the outlet 31 of a low- temperature water supply tube 3 upward the operation range A. Since the operation range A has flowing fresh water, not turbid water, the range of vision in the turbid water region becomes better, and operations can be performed easily, exactly and safely. Also, since any chemical method is not used, there is no fear of pollution caused by chemicals for example.

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.

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

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1
1st 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)

【特許請求の範囲】[Claims] 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。
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.
JP21506583A 1983-11-17 1983-11-17 Production of fresh water region in turbid water Granted JPS60109404A (en)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03121113U (en) * 1990-03-26 1991-12-11

Cited By (5)

* Cited by examiner, † Cited by third party
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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