JPS5821833Y2 - Overflow water clarification device for sediment carriers, etc. - Google Patents

Overflow water clarification device for sediment carriers, etc.

Info

Publication number
JPS5821833Y2
JPS5821833Y2 JP1249378U JP1249378U JPS5821833Y2 JP S5821833 Y2 JPS5821833 Y2 JP S5821833Y2 JP 1249378 U JP1249378 U JP 1249378U JP 1249378 U JP1249378 U JP 1249378U JP S5821833 Y2 JPS5821833 Y2 JP S5821833Y2
Authority
JP
Japan
Prior art keywords
overflow
water
liquid level
trough
sand
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
Application number
JP1249378U
Other languages
Japanese (ja)
Other versions
JPS54116390U (en
Inventor
信永宏
Original Assignee
石川島播磨重工業株式会社
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 石川島播磨重工業株式会社 filed Critical 石川島播磨重工業株式会社
Priority to JP1249378U priority Critical patent/JPS5821833Y2/en
Publication of JPS54116390U publication Critical patent/JPS54116390U/ja
Application granted granted Critical
Publication of JPS5821833Y2 publication Critical patent/JPS5821833Y2/en
Expired legal-status Critical Current

Links

Landscapes

  • Cleaning Or Clearing Of The Surface Of Open Water (AREA)

Description

【考案の詳細な説明】 本考案は土砂運搬船等VC釦けるオーバーフロー水除濁
装置、詳しくは前記運搬船、浚渫船、等においてオーバ
ーフロー水を舷外に放出する際に生ずる水面の汚濁を防
止する装置に関するものである。
[Detailed Description of the Invention] The present invention relates to an overflow water clarification device for use with VC buttons on earth and sand carriers, and more specifically, to a device for preventing water surface pollution that occurs when overflow water is discharged overboard in the aforementioned carriers, dredgers, etc. It is something.

従来の土砂運搬船等に釦いては、例えば第1図に示すよ
うに、土砂水積込ポンプaによって土砂水を、混紡Cの
船首側に開口している積込管gを経て混紡C内に積込む
、すると該混紡C内では土砂は沈殿し、分離水(泥水)
は、オーバーフロー水として潜堰dをのりこえてオーバ
ーフロートラフf内に流入し、次に放出口eを経て舷外
に放出される。
In a conventional earth and sand transport vessel, for example, as shown in Fig. 1, earth and sand water is pumped into the mixture C through a loading pipe g that opens on the bow side of the mixture C by a sediment water loading pump a. When loading, the earth and sand settles in the blend C, and separated water (muddy water)
The water flows over the submerged weir d into the overflow trough f as overflow water, and is then discharged overboard through the discharge port e.

しかしこの場合、混紡Cの液面Aとオーバーフロートラ
フfの液面Bとの間の落差Hが非常に大きいため、オー
バーフロー水が落下時衝突により気泡を発生し、舷外に
放出後エアリフト現象により泥水を含むオーバーフロー
水が舞い上り、水面を汚濁する。
However, in this case, because the head difference H between the liquid level A of the blend C and the liquid level B of the overflow trough f is very large, the overflow water collides with the falling water to generate bubbles, and after being released overboard, an air lift phenomenon occurs. Overflow water, including muddy water, rises and pollutes the water surface.

本考案は上述のような水面の汚濁を防止することを目的
とする土砂運搬船等に釦けるオーバーフロー水除濁装置
に係り、土砂水を混紡内に積込み、分離水をオーバーフ
ロー水として堰をのりこえオーバーフロートラフ内に流
入させてから放出口より舷外に放出するようにした土砂
運搬船等Ki−いて、前記混紡の後部にオーバーフロー
堰を上下動可能に設け、前記オーバーフロートラフ内に
、開口部を有し前記放出口と向い合う弁座な前記オーバ
ーフロー堰と同時に上下動可能に設け、更に前記弁座と
向い合う装置に、放出流量を調節する仕切板を、前記オ
ーバーフロートラフの液面の変動に追従して上下動可能
に設けたことを特徴とするものである。
The present invention relates to an overflow water clarification device installed on a sediment transport vessel, etc., with the purpose of preventing water surface pollution as described above. An earth and sand transport ship or the like is configured to allow the flow to flow into a trough and then discharge it overboard from a discharge port, an overflow weir is provided at the rear of the blended yarn so as to be movable up and down, and an opening is provided in the overflow trough. The overflow weir, which is a valve seat facing the discharge port, is provided so as to be movable up and down at the same time, and furthermore, a partition plate for adjusting the discharge flow rate is provided on the device facing the valve seat to follow fluctuations in the liquid level of the overflow trough. It is characterized by being provided so that it can be moved up and down.

以下図面に基づき本考案の実施例を説明する。Embodiments of the present invention will be described below based on the drawings.

第2図は、例えば土砂運搬船に本考案のオーバーフロー
水除濁装置を適用した場合の一実施例を示すものであり
(尚、浚渫船等の場合も同様である)、1は船体、2は
土砂水積込ポンプ、3は積込管、4は混紡、5は該混紡
4の船尾側に位置させたオーバーフロー堰、7は前記混
紡4の後に設は且つ両舷側に放出口6を開口したオーバ
ーフロートラフである。
Figure 2 shows an example in which the overflow water clarification device of the present invention is applied to, for example, an earth and sand carrier (the same applies to dredgers, etc.), where 1 is the ship's hull, and 2 is the earth and sand. A water loading pump, 3 is a loading pipe, 4 is a blend, 5 is an overflow weir located on the stern side of the blend 4, and 7 is an overflow installed after the blend 4 and has discharge ports 6 on both sides. It's a trough.

前記オーバーフロー堰5は、混紡4の液面Aの高さを調
整するよう、ロンド8を介してハンドル9Vr−より上
下動調整可能になって訃り、又オーバーフロートラフ7
内には、所要の大きさの開口部13を設けた可動弁座1
2が前記放出口6の入口部に向き合い位置させてあり、
ロッド8を介して前記ハンドル9に連結しており、前記
オーバーフロー堰5と同時に可動弁座12は上下動する
ようになっている。
The overflow weir 5 can be vertically adjusted by a handle 9Vr- via a rond 8 to adjust the height of the liquid level A of the blended yarn 4, and the overflow trough 7
Inside is a movable valve seat 1 with an opening 13 of a required size.
2 are positioned facing the inlet of the discharge port 6,
The movable valve seat 12 is connected to the handle 9 via a rod 8, and is configured to move up and down simultaneously with the overflow weir 5.

更に該可動弁座12に向き合う仕切板(弁)11があり
、これは、オーバーフロートラフT内の液面Bに浮くフ
ロート10とロッド14を介し連結してあり、液ff1
Bの変動に追従して仕切板11が上下動することにより
放出口6に流すオーバーフロー水の放出流量が調整でき
るようになっている。
Furthermore, there is a partition plate (valve) 11 facing the movable valve seat 12, which is connected via a rod 14 to a float 10 floating on the liquid level B in the overflow trough T.
By moving the partition plate 11 up and down in accordance with the fluctuation of B, the discharge flow rate of overflow water flowing into the discharge port 6 can be adjusted.

尚、15は前記ロッド8の途中に取付けたターンバック
ルで、オーバーフロー堰5と可動弁座12との相対関係
位置寸法が調整できるようになっている。
Incidentally, 15 is a turnbuckle attached to the middle of the rod 8, so that the relative positional dimension of the overflow weir 5 and the movable valve seat 12 can be adjusted.

又、16は前記ロッド14の途中に取付けたターンバッ
クルである。
Further, 16 is a turnbuckle attached to the middle of the rod 14.

次に以上のような構成のオーバーフロー水除濁装置の作
動について説明する。
Next, the operation of the overflow water clarifier having the above configuration will be explained.

土砂水積込ポンプ2により移送された土砂水は、積込管
3を経て混紡4の船首側に積込1れ、該積込土砂は、船
首側から船尾側へ移動しながら沈降し、分離水(泥水を
含む)は船尾側のオーバーフロー堰5に至る。
The earth and sand transferred by the earth and sand water loading pump 2 is loaded into the bow side of the blend 4 via the loading pipe 3, and the loaded earth and sand settles while moving from the bow side to the stern side and is separated. Water (including muddy water) reaches the overflow weir 5 on the stern side.

該オーバーフロー堰5をのりこえた分離水つ1リオーバ
ーフロー水はオーバーフロートラフ7内に流入する。
Separated water and reoverflow water that has passed over the overflow weir 5 flows into the overflow trough 7.

この1本考案では、オーバーフロートラフ7の液面BK
追従するフロート10により仕切板11が上下動し、液
面Bに対応した仕切板11の開度(可動弁座12の開口
部13に対する開度)が自動的に決められる。
In this one design, the liquid level BK of the overflow trough 7
The partition plate 11 moves up and down by the following float 10, and the opening degree of the partition plate 11 corresponding to the liquid level B (the opening degree with respect to the opening 13 of the movable valve seat 12) is automatically determined.

又可動弁座12はオーバーフロー堰5とロッド8により
連結されているため、混紡4の液面Aを上(又は下)方
に調整する時は、ハンドル9によりオーバーフロー堰5
及び可動弁座12を上(又は下)方に調整すると、前記
液面Aと同時にオーバーフロートラフ7の液面Bも上(
又は下)方に調整される。
Furthermore, since the movable valve seat 12 is connected to the overflow weir 5 by the rod 8, when adjusting the liquid level A of the blended yarn 4 upward (or downward), the overflow weir 5 is connected with the handle 9.
When the movable valve seat 12 is adjusted upward (or downward), the liquid level B of the overflow trough 7 is also raised (
or downward).

これにより液面Aと液面Bとの落差Ht−it−ミオ−
バーフロートラフッ流入量に対して一定に保たれる。
This results in a head difference between liquid level A and liquid level Ht-it-mio-
It is kept constant with respect to the bar flow trough inflow rate.

従って落差Hな可能な限り低く保つことによりオーバー
フロー水の落下エネルギーを減少させて、落下時の衝突
による気泡の巻込み及び泡立ちを完全に防止することが
でき、オーバーフロー水が放出口6から舷外に放出後泥
水がエアリフト現象により無い上がることが防止され、
その結果水面、水中の汚濁を防止することができる。
Therefore, by keeping the head H as low as possible, it is possible to reduce the falling energy of the overflow water and completely prevent the entrainment and foaming of bubbles due to collisions when falling, and the overflow water is released from the discharge port 6 outboard. After being released, the muddy water is prevented from rising due to the air lift phenomenon,
As a result, pollution of the water surface and water can be prevented.

曾た放出口6は海底に向けて開放されているので、泥水
は放出後すみやかに海底へ向は沈殿し、しかもこれが促
進される。
Since the discharge port 6 is open toward the seabed, the muddy water immediately settles toward the seabed after being discharged, and this is promoted.

尚前述の仕切板(弁)11については、ターンバックル
16を回転することによりロッド14の長さが変えられ
て、オーバーフロートラフの液面Bの高さを調節するこ
とが出来るようになっている。
Regarding the aforementioned partition plate (valve) 11, the length of the rod 14 can be changed by rotating the turnbuckle 16, so that the height of the liquid level B in the overflow trough can be adjusted. .

以上述べた構成、作用により本考案の土砂運搬船等のオ
ーバーフロー水除濁装置は、次のような優れた効果を発
揮する。
With the above-described configuration and operation, the overflow water clarifier for earth and sand carriers, etc. of the present invention exhibits the following excellent effects.

(I) 混紡の液面とオーバーフロートラフの液面を
常に一定の関係に保持でき、しかも相互の液面差(落差
)が最少になるように使用できるため、落下エネルギー
を減少させ、気泡の発生を完全に防止でき、従ってオー
バーフロー水の放出後の水面、水中の汚濁を防止できる
(I) The liquid level of the blend and the liquid level of the overflow trough can always be maintained in a constant relationship, and the liquid level difference (head) between them can be minimized, reducing falling energy and preventing the generation of bubbles. Therefore, it is possible to prevent pollution of the water surface and water after overflow water is discharged.

(6)上記(I)項のように水面、水中の汚濁を防止で
きるため、海草、魚類への悪影響が除去される。
(6) As mentioned in item (I) above, since pollution of the water surface and water can be prevented, adverse effects on seaweed and fish are eliminated.

■ 上記α)項のように水面、水中の汚濁を防止できる
ため、土砂運搬船等に使用される冷却水、雑用水等への
土砂の混入が減少し、機器の性能、土砂による摩耗等が
減少する。
■ As mentioned in α) above, since pollution on the water surface and in the water can be prevented, the amount of dirt mixed into the cooling water used for sand transport vessels, miscellaneous water, etc. is reduced, and equipment performance and wear due to sand and sand are reduced. do.

又推進器等の土砂による摩耗、腐蝕も減少し、機器の保
守、点検等の点でも有利となり、ランニングコストを低
減させることができる。
In addition, wear and corrosion of the propulsion device and the like due to earth and sand are reduced, which is advantageous in terms of maintenance and inspection of equipment, and running costs can be reduced.

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

第1図イは従来技術の一例を示す概略側面図、第1図口
は第1図イのI−I矢視図、第2図イは本考案のオーバ
ーフロー水除濁装置の概略側面図、第2図口は第2図イ
のロー■矢視図である。 4・・・混紡、5・・・オーバーフロー堰、6・・・放
出口、7・・・オーバーフロートラフ、10・・・フロ
ート、11・・・仕切板(弁)、12・・・可動弁座、
13・・・開口部。
FIG. 1A is a schematic side view showing an example of the prior art, the opening in FIG. 1 is a view taken along the line I-I in FIG. 1A, and FIG. The opening in Figure 2 is a view in the direction of the low ■ arrow in Figure 2 A. 4... Blend, 5... Overflow weir, 6... Discharge port, 7... Overflow trough, 10... Float, 11... Partition plate (valve), 12... Movable valve seat ,
13...Opening.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 土砂水、を混紡内に積込み、分離水をオーバーフロー水
として堰をのりこえオーバーフロートラフ内に流入させ
てから放出口より舷外に放出するようにした土砂運搬船
等において、前記混紡の後部にオーバーフロー堰を上下
動可能に設け、前記オーバーフロートラフ内に、開口部
を有し前記放出口と向い合う弁座な前記オーバーフロー
堰と同時に上下動可能に設け、更に前記弁座と向い合う
位置に、放出流量を調節する仕切板を、前記オーバーフ
ロートラフの液面の変動に追従して上下動可能に設けた
ことを特徴とするオーバーフロー水除濁装置。
Sediment and sand water is loaded into a mixed spinning vessel, and the separated water is used as overflow water to cross a weir and flow into an overflow trough before being discharged overboard from a discharge port. The overflow weir, which is a valve seat having an opening and facing the discharge port, is provided in the overflow trough so as to be movable up and down. An overflow water clarifier, characterized in that a partition plate to be adjusted is provided so as to be movable up and down following fluctuations in the liquid level of the overflow trough.
JP1249378U 1978-02-03 1978-02-03 Overflow water clarification device for sediment carriers, etc. Expired JPS5821833Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1249378U JPS5821833Y2 (en) 1978-02-03 1978-02-03 Overflow water clarification device for sediment carriers, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1249378U JPS5821833Y2 (en) 1978-02-03 1978-02-03 Overflow water clarification device for sediment carriers, etc.

Publications (2)

Publication Number Publication Date
JPS54116390U JPS54116390U (en) 1979-08-15
JPS5821833Y2 true JPS5821833Y2 (en) 1983-05-09

Family

ID=28828863

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1249378U Expired JPS5821833Y2 (en) 1978-02-03 1978-02-03 Overflow water clarification device for sediment carriers, etc.

Country Status (1)

Country Link
JP (1) JPS5821833Y2 (en)

Also Published As

Publication number Publication date
JPS54116390U (en) 1979-08-15

Similar Documents

Publication Publication Date Title
US3737040A (en) Vessel for the removal of oil on water
US3715034A (en) Device for removing oil slicks
US3752317A (en) Oil recovery vessel
JP3038324B2 (en) Automatic ballast water replacement system
KR20050033651A (en) Ballast exchange system for marine vessels
US20140030118A1 (en) Apparatus for lowering drag on a moving nautical vessel
US5308510A (en) Oil spill skimmer and processor
WO2008069341A1 (en) Ship buoyancy control system
US4477348A (en) Open sea skimmer barge
US2974437A (en) Bait tank
JPS5821833Y2 (en) Overflow water clarification device for sediment carriers, etc.
US4622912A (en) Draft reduction system for ships
US4843993A (en) Ship having a stern screw and a method of operating the ship
US4399040A (en) Open sea skimmer barge
US2138831A (en) Means and method for protection from marine parasites
JPS5847690A (en) Method of reducing frictional resistance of ship and its device
US3993012A (en) Vessel for transport of buoyant cargo
US3999566A (en) Method and apparatus for discharging overboard excess water from hopper of hopper suction dredger or barge or scow
US4379054A (en) Open sea skimmer barge
US6338307B1 (en) Open passage water ballast twin hull apparatus
US3929644A (en) Watercraft for scavenging oil spillage
US4319540A (en) Method and apparatus for docking and undocking in lighter-aboard-ship vessels of the floater type
CA1115436A (en) Method of removing mud from mud-water suspensions
CN100393577C (en) Semi-submersible self-variable depth craft
JPH10306432A (en) Recovery equipment for suspended matter