JPS6178497A - Method for purifying stagnated water in lakes and marshes by inflow of river water by siphon - Google Patents

Method for purifying stagnated water in lakes and marshes by inflow of river water by siphon

Info

Publication number
JPS6178497A
JPS6178497A JP59035730A JP3573084A JPS6178497A JP S6178497 A JPS6178497 A JP S6178497A JP 59035730 A JP59035730 A JP 59035730A JP 3573084 A JP3573084 A JP 3573084A JP S6178497 A JPS6178497 A JP S6178497A
Authority
JP
Japan
Prior art keywords
water
lakes
marshes
siphon
oxygen
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
Application number
JP59035730A
Other languages
Japanese (ja)
Inventor
Yoshinori Matsuki
義則 松木
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP59035730A priority Critical patent/JPS6178497A/en
Publication of JPS6178497A publication Critical patent/JPS6178497A/en
Pending legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Activated Sludge Processes (AREA)

Abstract

PURPOSE:To attain to purify water quality, by injecting water saturated with oxygen in lakes and marshes by a siphon. CONSTITUTION:Water 1 stored in a dam is sent to the bottoms of lakes and marshes by a syphon and thrown up toward the surface of water from jet orifices of the pipe 3 set to the bottoms of lakes and marshes. By this method, a convection is generated in water and water sent out from the siphon 2 is further moved to the bottoms of lakes and marshes because of the low temp. of water. As a result, the convection of water is performed in lakes and marshes and the purification of water quality advances.

Description

【発明の詳細な説明】 近年lμ■川、用沼(ダムを含む)海にて工場排水や生
活υト水により水質が非常に悪化し上水道原水に悪臭が
発生したり、魚介類が生息出来ない状態となっている。
[Detailed Description of the Invention] In recent years, the water quality of rivers, swamps (including dams) and the sea has deteriorated significantly due to industrial wastewater and domestic water, causing bad odors to appear in the raw water and making it impossible for fish and shellfish to live there. It is in a state where there is no.

その原因として、まず河川の場合は主にfll工場排水
によりBODが高くなり7停滞にほぼ近い流水量の少な
い同月1などは酸素の供給が不足し酸欠状4弼となる。
The reason for this is that in the case of rivers, the BOD is high mainly due to industrial wastewater, and when the water flow is low, almost stagnant, there is a lack of oxygen supply, resulting in an oxygen deficiency state.

その時点で嫌気性バクテリアの活動によりメタンガス(
CH4)。
At that point, methane gas (
CH4).

アンモニア(NH4+)、硫化水嚢(H7R)メルカプ
タンなどが発生し悪臭を発生させる。つまり死の川とな
る。(2)有機性(N、P等)生活排水の流入により水
中り溶存酸素を消費して。
Ammonia (NH4+), sulfurized water sac (H7R) mercaptan, etc. are generated, producing a foul odor. In other words, it becomes a river of death. (2) The inflow of organic (N, P, etc.) domestic wastewater consumes dissolved oxygen in the water.

これも嫌気性状態となる。This also results in an anaerobic state.

また、停滞した湖沼及び海域の場合11i11河川と同
じ(N、P等の有機物を多く含む自然または生活排水の
流入により酸欠状態を引き起し悪臭を発生するのである
が、そこで有機物の分解にて栄養塩類が出来る。このよ
うな栄養分の多い状態を富栄養化現象と言う。
In addition, in the case of stagnant lakes and sea areas, it is the same as in 11i11 rivers (inflow of natural or domestic wastewater containing a lot of organic matter such as N and P causes an oxygen deficiency state and generates a bad odor, but the decomposition of organic matter This state of high nutrient content is called eutrophication.

そこで栄養塩類が原因となり、ブランク)・ノや藻類が
異状発生し、(海の赤Mはこの時に起る。)水中の酸素
消費が増大して酸欠状態となり、水道水は悪臭化し、魚
介類はへい死する。
Nutrient salts cause abnormal growth of algae and algae (this is when sea red M occurs). Oxygen consumption in the water increases, resulting in an oxygen-deficient state, and tap water becomes foul-smelling, and seafood The kind will die.

(2)秋から冬にかけては湖沼等の水面付近の水温は外
気の低い温度により冷却笛れるため。
(2) From autumn to winter, the water temperature near the surface of lakes and marshes cools due to the low temperature of the outside air.

湖底の暖い水温部との置換すなわち対流現象(冷却され
た密度の大きい水は沈降し、暖い密度の小さい水は上昇
する)を起し、湖水等の溶存IW素は均等化する。しか
し、春から夏にかけては水面付近の水温が湖底等の水温
より高いため湖水内の置換(対流)現象が起らない。従
って、湖水等の中〜下層部の水は酸欠状態となる。この
状況下にても嫌気性バクテリアの活動によりCH4,N
H4+、H2S等が発生し悪臭が発生する。
Displacement with the warm water temperature part of the lake bottom, ie, a convection phenomenon (cooled, high-density water sinks, and warm, low-density water rises), equalizes dissolved IW elements in lake water, etc. However, from spring to summer, the water temperature near the water surface is higher than the water temperature at the lake bottom, so the phenomenon of displacement (convection) within the lake water does not occur. Therefore, water in the middle to lower layers, such as lake water, becomes oxygen-deficient. Even under this situation, CH4, N
H4+, H2S, etc. are generated and a bad odor is generated.

以上の事から分かるよう番−こ湖沼等の水質を悪化きせ
る原因は工場排水、生活排水等にて起る水中の酸素不足
の結東である。従って。
As can be seen from the above, the cause of deteriorating water quality in lakes and marshes is the lack of oxygen in the water caused by industrial wastewater, domestic wastewater, etc. Therefore.

水中のDo(酸素溶存量)をなんらかの方法で多くすれ
ば問題解決につながって行く。
Increasing the Do (dissolved amount of oxygen) in water in some way will lead to a solution to the problem.

従来はそのDo(溶存酸素)を増加したり均等化するた
め次の方法を実施したり計画されている。
Conventionally, the following methods have been implemented or planned in order to increase or equalize the Do (dissolved oxygen).

(1)  単純なエアーレーインヨン方法:この方法は
湖沼等の底へ等間隔にエアーの噴出口を取付けたエアー
管を配列して、コンプレッサーにてエアーをエアー管を
通してエアー噴出口から水中へ放出し2強制的に水中の
DOを増加したり、エアーと水のもつ密度差による流動
エネルギーを利用して湖沼等の対流を計る方法である。
(1) Simple air lay-in method: This method involves arranging air tubes with air outlets installed at equal intervals on the bottom of a lake or marsh, and then using a compressor to release air through the air tubes and into the water from the air outlets. This is a method of measuring convection in lakes and marshes by forcibly increasing DO in the water or by using flow energy due to the density difference between air and water.

しかし、この方法の場合、常時エアーの吐き出し口の水
圧に相当した圧力のエアーを送る必要がある。従ってエ
アーを送るのには多大なエネルギーが必要となり不経済
である。
However, in this method, it is necessary to constantly send air at a pressure equivalent to the water pressure at the air outlet. Therefore, sending air requires a large amount of energy, which is uneconomical.

(2)  容器へエアーを一時的に貯溜し一気に放出す
る方法:この方法は′湖沼等の底へ必要に応じた容器を
エアーパイプを取付は設置し1次にその容器内へエアー
を充填する。
(2) Method of temporarily storing air in a container and releasing it all at once: This method involves installing a container as needed at the bottom of a lake or pond, attaching an air pipe, and then filling the container with air. .

次に容器の口を一気に開放して湖沼等の水を対流置換し
ようとするものである。しかし、この方法も湖沼等の水
を完全に近り状態までに置換するのには多量のエアー量
と圧力が必要であり非常に不経済である。芒らに多量の
エアーを一気に水の中で開放した場合は、湖沼等の水は
水面から数十m以上噴き上がったり非常に大きい爆発音
と振動を発生する可能性があり9周辺に大きな被害を与
える事が考えられる。
Next, the mouth of the container is opened all at once to attempt to replace the water in lakes and marshes by convection. However, this method also requires a large amount of air and pressure to completely replace the water in lakes and marshes, and is very uneconomical. If a large amount of air is released into the water all at once, the water in lakes, marshes, etc. may be blown up several tens of meters above the surface of the water, or there may be a very loud explosion sound and vibration, causing great damage to the surrounding area. I can think of giving.

(3)  ポツプの汲み揚げによる置換方法:この方法
は湖沼等の底近くまでポツプを下げ。
(3) Replacement method by pumping up pots: In this method, pots are lowered to near the bottom of a lake or pond.

ポンプにて水を汲み揚げ水面へ放流し、湖沼等内の水を
置換する方法である。この場合、数多くのポンプが必要
であり、従って機材費が美大でポンプを作動する動力源
も多大で不経済である。
This method involves pumping up water and discharging it onto the water surface to replace water in lakes, marshes, etc. In this case, a large number of pumps are required, and the equipment costs are high and the power source for operating the pumps is also large, making it uneconomical.

(4)  機械的攪拌方法:攪拌方法には概ね2種類あ
り「一つF′1J(11で述べた湖沼等で放出したエア
ーの上昇エネルギーをタービン(水車)に回収し、ター
ビンを回転きせ湖沼等の水を攪拌均質化する方法である
。[一つは」攪拌器をモーター等の動力にて回転し水質
を均質化する方法である。
(4) Mechanical stirring method: There are generally two types of stirring methods. This method homogenizes water by stirring. [One method] is to homogenize the water quality by rotating a stirrer with the power of a motor or the like.

前者については、放出したエネルギーを利用する事から
タービンの回転エネルギー単独に考えた場合は非常に経
済的であるが。
Regarding the former, since the released energy is used, it is very economical when considering the rotational energy of the turbine alone.

エネルギー源のエアー送圧力にはなんの低減効果は期待
出来ない。後者につりでは。
No effect of reducing the air supply force of the energy source can be expected. For the latter.

攪拌器を回転させるエネルギーは美大に必要であり非常
(こ不経済であ、る。
The energy needed to rotate the stirrer is necessary for art schools and is extremely wasteful.

本発明は比較的小規模な湖沼等に(人工湖を含む)地形
が急峻で、かつ流れの速い河川。
The present invention applies to relatively small-scale lakes and marshes (including artificial lakes) and rivers with steep terrain and fast flow.

沢から、酸素の良く飽和した水をサイホンで注入し、湖
沼等の水質浄化を計る方法である。
This is a method of purifying the water quality of lakes and marshes by injecting water saturated with oxygen from streams using a siphon.

ざらに、サイホンのパイプに溜る土砂を同じ取水口から
導いた水にてエダクタ−ポンプを作動させ、土砂を取り
除く非常に経済的な方法である。。以下図にて本発明の
説明にする。
In general, this is a very economical method of removing the sediment accumulated in the siphon pipe by operating the eductor pump with water introduced from the same water intake. . The present invention will be explained below with reference to the figures.

第1図は本装置の概念図である。第2図は水の吐き出口
並びにニブフタ−′機構の断面図である。第3図は吐き
出口側から見た断面図である。
FIG. 1 is a conceptual diagram of this device. FIG. 2 is a sectional view of the water outlet and nib lid mechanism. FIG. 3 is a sectional view seen from the discharge port side.

fll  堰堤(ダム)izlbサイホン用パイプ。fll dam izlb siphon pipe.

(3)は吐き出口、(4)はエダクタ−用取水口並びに
ポンプ、(5)はエダクタ−ポンプ用パイプ。
(3) is the discharge port, (4) is the water intake port and pump for the eductor, and (5) is the pipe for the eductor pump.

(6)はエダクタ一部分、(7)は基盤もしくは地表。(6) is a part of the eductor, and (7) is the base or ground surface.

(8)は湖沼水、(9)ダムの堤体(6−a)はニブフ
タ−の噴射ノズル。
(8) is lake water, (9) the dam body (6-a) is the injection nozzle of the nib lid.

ダム等の湖沼水は特に夏場に有機性(N、P等)の生活
排水の流入をも手伝って、水面と湖底との対流がなくな
るため富栄養化現象を起すその原因は主に水中の酸素の
消費、すなわち水中の酸素不足である。その対流と酸素
多く含んだ水を自然流下にて送り、湖沼等の水の浄化を
計るのが本発明の水質浄化方法である。
Lake water from dams, etc., especially in the summer, is helped by the influx of organic (N, P, etc.) domestic wastewater, and convection between the water surface and the lake bottom disappears, causing eutrophication.The main cause of this is oxygen in the water. consumption, i.e. lack of oxygen in the water. The water purification method of the present invention aims to purify water in lakes and marshes by sending the convection and oxygen-rich water through natural flow.

まず、急流な河床を流れてきた水はDo(酸素溶存ff
1)も多い。その水を(1)のダムに貯水して、(2)
のサイホンにて湖沼底へ送り湖沼底に設定しであるパイ
プの(3)の噴き出口から水面に向い噴き上げる。その
場合、サイホンから送られる水は、水面まで達する水圧
、水量が必要である。そうすると、湖沼底から噴き上げ
られる水により水中には対流が起り、づらに(3)のサ
イホンから送り出された水の温度は急流を流れて来た水
であるため、低く水温の密度差にて湖底へと移動する。
First, the water flowing down the rapid riverbed is Do (dissolved oxygen ff
1) is also common. Store that water in the dam in (1), and (2)
The water is sent to the lake bottom using a siphon and spouted up toward the water surface from the spout (3) of the pipe set on the lake bottom. In that case, the water sent from the siphon needs to have enough pressure and volume to reach the water surface. When this happens, convection occurs in the water due to the water spouted up from the lake bottom, and the temperature of the water sent out from the siphon (3) is low because it is water that has flowed through rapids, and due to the density difference in water temperature, the temperature of the water is low. move to.

そこでも湖水の対流すなわち置換が行われ水質浄化がさ
らに進行する。
Convection, or replacement, of the lake water takes place there as well, further promoting water purification.

長く湖底【こ設置された(2)のサイホン用パイプには
土砂が溜るが、その土砂を(6)のエダクタ−ポンプで
排出する。まず、(1)のダム(こ溜った水を自然流下
のサイホンで(5)のパイプを通して(6)のエダクタ
一部へ送る。その場合エダクタ−へ送る水圧は約8ky
/d必要である事から、(1)のダムと湖沼水面の比高
差によっては、(4)のポンプを使用して、その水圧に
相当する水を送る必要がある。(5)のエダクタ−用パ
イプを通って送られた水は、(6−=)の噴射ノズルか
ら(t、−b)に円錐状に噴射される。その時に噴射笹
れた円錐状の内側又は取水口側にf′i負圧部(真空)
ができる。そのため、@圧部の密度を満たす力が(2−
b)内に発生し、(2−b)のパイプ内の水は非常に速
−速度で流動する。またそれと同時に(2−b)のパイ
プ内に溜っていた土砂も流速により流出される。
Sediment accumulates in the siphon pipe (2), which is installed on the lakebed for a long time, and is pumped out by the eductor pump (6). First, the water accumulated in the dam (1) is sent to a part of the eductor (6) through the pipe (5) using a gravity siphon. In that case, the water pressure sent to the eductor is approximately 8 ky.
/d, so depending on the relative height difference between the dam and the lake water level in (1), it is necessary to use the pump in (4) to send water corresponding to the water pressure. The water sent through the eductor pipe (5) is injected conically from the injection nozzle (6-=) toward (t, -b). At that time, f'i negative pressure part (vacuum) is installed inside the bamboo cone or on the water intake side.
I can do it. Therefore, the force that satisfies the density of @pressure part is (2-
b) and the water in the pipe (2-b) flows at a very high velocity. At the same time, the earth and sand accumulated in the pipe (2-b) are also flowed out due to the flow velocity.

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

第1図は本装置の概念図 第2図は水の吐き出口並びにエダクタ−機構の断面図 第3図はエダクタ−の吐き出口側から見た断面図 (1)は堰堤 (2)はサイホン用パイプ (5)は社き出口 (4)はエダクタ−用取水口並びにポンプ(5)はエダ
クタ−ポンプ用パイプ (6)はエダクタ一部分 (ハは基盤もしくは地表 (8)は湖沼水 (9)は堤体 手  続  浦  正  虞 昭和 年 月  日 2 発明の名称 サイホンでのr→用水の流入による停滞した2胡沼等の
水實争化方法 3 油止どする背 事件との開扉 特許出願人 ミャキケ/イスミ7ナノコウクイ  す−ノ1主所  
宮城県泉市南光T32丁目10−42  C−t4 油
止照合の日付 昭和59)IE5月9日“:−ボン、L
、へ、 明  細  11)              ”・
体 ・6 補正の同容 1 特許法施行規則第24条様式第16η11考口こお
いての4号タイプ印刷の不備 2 図面の簡単な説明をIF確に記載したしの上記1,
2を補正した1面を別紙の通り添付する。 願書および明細書のタイプの活字を別紙の通りhli圧
する。 「図面の簡単な説明を正確に記載したl’F面が不01
hであったので」 記載したものを[図面の簡1i1−
な説明」で別紙(こ補正する。
Figure 1 is a conceptual diagram of the device Figure 2 is a sectional view of the water outlet and eductor mechanism Figure 3 is a sectional view from the eductor outlet side (1) is the dam (2) is for the siphon The pipe (5) is the water intake port for the eductor, the pump (5) is the eductor, and the pump pipe (6) is a part of the eductor. Levee Body Procedure Ura Tadashi Yu Showa Year Month Day 2 Title of Invention: R in a siphon -> Method to dispute the water quality of swamps, etc., which were stagnant due to the inflow of irrigation water 3 Opening the door to the behind-the-scenes incident of stopping the oil Patent applicant Myakike/Isumi 7 nanokokui Su-no 1 main office
Nanko T32-10-42, Izumi-shi, Miyagi Prefecture
, to details 11) ”・
・6 Equivalence of amendment 1 Patent Law Enforcement Regulations Article 24 Form No. 16η11 Inadequate printing of type 4 in consideration 2 IF the brief explanation of the drawing has been clearly stated in the above 1,
The first page with the corrections made in 2 is attached as attached. Print the application and specification type as per the attached sheet. "The l'F surface that accurately describes the brief explanation of the drawing is defective.
1i1- of the drawing.
Please refer to the attached sheet (for further explanation).

Claims (2)

【特許請求の範囲】[Claims] (1)酸素に飽和された水をサイホンにて湖沼等に注入
する水質浄化方法
(1) A water purification method in which oxygen-saturated water is injected into lakes, etc. using a siphon.
(2)サイホンのパイプ内に溜つた土砂をエダクターポ
ンプで排出する方法
(2) Method of discharging sediment accumulated in the siphon pipe using an eductor pump
JP59035730A 1984-02-27 1984-02-27 Method for purifying stagnated water in lakes and marshes by inflow of river water by siphon Pending JPS6178497A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59035730A JPS6178497A (en) 1984-02-27 1984-02-27 Method for purifying stagnated water in lakes and marshes by inflow of river water by siphon

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59035730A JPS6178497A (en) 1984-02-27 1984-02-27 Method for purifying stagnated water in lakes and marshes by inflow of river water by siphon

Publications (1)

Publication Number Publication Date
JPS6178497A true JPS6178497A (en) 1986-04-22

Family

ID=12449954

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59035730A Pending JPS6178497A (en) 1984-02-27 1984-02-27 Method for purifying stagnated water in lakes and marshes by inflow of river water by siphon

Country Status (1)

Country Link
JP (1) JPS6178497A (en)

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