JPS5886230A - Monitoring device for density distribution in mud discharge pipe in dredger - Google Patents

Monitoring device for density distribution in mud discharge pipe in dredger

Info

Publication number
JPS5886230A
JPS5886230A JP56184208A JP18420881A JPS5886230A JP S5886230 A JPS5886230 A JP S5886230A JP 56184208 A JP56184208 A JP 56184208A JP 18420881 A JP18420881 A JP 18420881A JP S5886230 A JPS5886230 A JP S5886230A
Authority
JP
Japan
Prior art keywords
density
pipe
density distribution
mud
dredger
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
JP56184208A
Other languages
Japanese (ja)
Inventor
Masao Nakayama
雅夫 中山
Nobuyoshi Yonekura
米倉 信義
Yuzo Kamisako
上迫 勇三
Zene Yasumoto
安本 善衛
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP56184208A priority Critical patent/JPS5886230A/en
Publication of JPS5886230A publication Critical patent/JPS5886230A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/907Measuring or control devices, e.g. control units, detection means or sensors

Abstract

PURPOSE:To improve an operating efficiency, by a method wherein precipitation is prevented from occurring through graphic display of density distribution in a pipe by means of a detecting signal from a density meter. CONSTITUTION:A density meter 1 consists of a plurality of r-radiation oscillator 4 and a receiver 5 which are located in a plurality of levels as against a horizontal installation part of a mud discharge pipe 6 to detect a density of mud at each level. Based on the signal from the density meter 1, from a density at each level and its position in the mud discharge pipe, a density distribution in the pipe is operated by an arithmetic unit 2. The operating result is graphically displayed in a CRT display device 3. In case a mud content is constant and a graph pattern is different, the monitoring device finds a difference in an earth quality. Thus, it is monitored whether or not the pattern approaches a precipitation limit in the pipe, which is known from an experience, and this prevents the occurrence of precipitation and allows to perform a high-efficiency operation.

Description

【発明の詳細な説明】 本発明は、浚渫船排泥管内の密度分布監視装置に関する
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a density distribution monitoring device in a dredger's sludge pipe.

排泥管内の密度分布は、金泥率(揚土童)。The density distribution inside the sludge pipe is the gold mud ratio (agedodo).

土質、流速の3要素が組み合って形成され、浚渫船の運
転条件が一定でおるならば金泥率が一定の時土質の違い
がわかり、土質が一定の時含泥率のちがいを知ることが
できる。
It is formed by a combination of three factors: soil quality and flow velocity, and if the operating conditions of the dredger remain constant, you can tell the difference in soil quality when the gold mud content is constant, and you can tell the difference in mud content when the soil quality is constant.

従ってW iJt分布を検出することにより、排泥管の
沈澱状況を検知して沈澱防止を図りながら効率よく運転
することができる。
Therefore, by detecting the W iJt distribution, it is possible to detect the sedimentation status of the sludge pipe and to efficiently operate the sludge pipe while preventing the sedimentation.

密度分布を知る方法として、排泥管の一部に透明な管を
入れ泥の状況を監尻することが考えられるが、泥(含土
砂)によフすぐ不透明となり、この目的を達成すること
はできない。
One way to know the density distribution is to install a transparent pipe in a part of the sludge pipe to monitor the mud situation, but the mud (earth-containing sand) quickly becomes opaque, making it difficult to achieve this purpose. I can't.

本発明は上記事情に鑑みてなされたもので、その目的と
するところは、排泥管中の泥の密度分布をグラフ表示し
て、沈澱防止を図りながら運転効率を旨めることができ
る浚渫船排泥管内の密度分布監視装置を得んとするもの
である。
The present invention has been made in view of the above circumstances, and its purpose is to provide a dredger that can graphically display the density distribution of mud in the mud removal pipe and improve operational efficiency while preventing sedimentation. The purpose is to obtain a density distribution monitoring device within a sludge drainage pipe.

すなわち本発明は浚渫船排泥管内の複数レベルの密度を
検出するーγ−放射線発信器及び受信器からなる密度計
と、同密度計からの密度検出信号にもとづいて管内密度
分布を演算する演算装置と、同演算装置で演算した管内
密度分布をグラフ表示するCRT fi示器とを具備し
てなる浚渫船排泥管内の密度分布監視装置である。
That is, the present invention detects multiple levels of density in a dredger's sludge removal pipe - a densitometer consisting of a γ-radiation transmitter and a receiver, and an arithmetic device that calculates the density distribution in the pipe based on the density detection signal from the densitometer. This is a density distribution monitoring device in a dredger's sludge removal pipe, which is equipped with a CRT fi indicator that graphically displays the density distribution in the pipe calculated by the calculation device.

以下本発明を図示する実施例を参照して説明する。The present invention will be described below with reference to illustrative embodiments.

第1図は重度分布・益説装置のブロック図である。この
装置は、重度、?t1に演算装置2を接続し、この演算
装置2にCRT表示器3を接続している。
FIG. 1 is a block diagram of the severity distribution/benefit theory device. Is this device severe? A computing device 2 is connected to t1, and a CRT display 3 is connected to this computing device 2.

密度」1は、第2図及び第3図に示すように1複数組の
γ〜放射線ブー邑信滞4と受信、55とがらなり、これ
ら発信器4と受1g器5とを排泥U6の水平4設部に対
し、膜数の高さレベルに配置して、各高さレベルの泥の
重度を検出するようになっている1、この場合発信器4
及び・受信器5の配置間隔は、排泥管6内の沈、#を主
じ易い下方部を密に、上方部を疎にするのが好ましい。
As shown in FIGS. 2 and 3, the "density" 1 consists of a plurality of sets of γ~radiation signal transmitter 4 and receiver 55, and these transmitters 4 and receivers 5 are connected to the sludge U6. Transmitter 4 is placed at the height level of the membrane for 4 horizontal installations to detect the severity of mud at each height level.
It is preferable that the arrangement spacing of the receivers 5 is such that the lower part of the sludge draining pipe 6 where sedimentation and sludge are more likely to occur is densely arranged, and the upper part thereof is sparsely arranged.

また実施列では発信器4と受信器5とを四1組配置して
いるが、本活明はこれに限定するものではない。この密
度#t1で検出した各高さレベルの信号は、心気信号に
変換し、A/D変換して演算装置2に入れる。演算装置
2では各レベル毎の密度とその排泥管内の位置とから管
内密度分布を演算する。この演算結果は、CRT表示詣
3にβりえば縦軸を排泥管内の位置、1黄軸を各点の密
度信号として折線又は近似曲線等のグラフとして表示す
る。
In addition, although 41 sets of transmitters 4 and receivers 5 are arranged in the actual row, the present invention is not limited to this. The signals of each height level detected at this density #t1 are converted into hypochondriacal signals, A/D converted, and input into the arithmetic unit 2. The calculation device 2 calculates the density distribution in the pipe from the density of each level and its position in the sludge pipe. This calculation result is displayed on the CRT display 3 as a graph such as a broken line or an approximate curve, with the vertical axis representing the position within the sludge pipe and the yellow axis representing the density signal at each point.

このようにして表わされた管内密度分布は、浚渫船の運
転条件(排送距離、ポンプ回転数)を一定とすると、土
質が一定の時には金泥率(′#内密度の平均値)Kより
その・七ターンが異なり、又金泥率が一定の時には土直
によってそのパターンが異なる。
The density distribution within the pipe expressed in this way is determined by the gold mud ratio (the average value of the internal density) K when the soil quality is constant, assuming that the operating conditions of the dredger (drainage distance, pump rotation speed) are constant.・The seven turns are different, and when the gold ratio is constant, the pattern will be different depending on the position.

この監視装置によれば、CRT表示器3に示されるパタ
ーンを目視にて監視し、含泥率一定でゲラフッeターン
が違う場合には、土質の違いが屏る。(財)に土質一定
の時には、パターンが一定となる。従ってこのパターン
が経験で知る管内の沈a限界に吐づくかどうかを監視す
ることにより、沈澱を防止しつつ効率の高い運転をおこ
なうことができる。
According to this monitoring device, the pattern shown on the CRT display 3 is visually monitored, and if the mud content is constant and the gelatin foot e-turn is different, this indicates a difference in soil quality. When the soil quality of (goods) is constant, the pattern will be constant. Therefore, by monitoring whether or not this pattern reaches the sedimentation a limit in the pipe, which is known from experience, highly efficient operation can be performed while preventing sedimentation.

例えばa内に泥の沈澱が始まると、排泥げ6−−・・ のらるレベルに篩密i!状態が連続してあられれる。高
・譜度状態がいずれかの検出レベルでおる時間連続した
とき、演算装置2でアラーム全発生させ、それによって
手動あるいは自動でスイングウィンチを停止させれば浚
渫ポンプは低い含泥率状襟で運転を、続けることになり
、d内に化1殿しかかった泥が洗い流されて泥の沈澱を
事前に防止することができる。
For example, when mud begins to settle in a, the sieve density reaches the level where mud is drained 6--... Conditions occur continuously. If the high/stability state continues for a period of time at any detection level, the calculation unit 2 will generate all alarms, and the swing winch will be stopped manually or automatically. As the operation continues, the mud that has formed a chemical compound in d is washed away, and sedimentation of mud can be prevented in advance.

そして再びラダースイングを開始して通常の虜集運転に
戻る・ 以上の如く本発明によnば、密)現分布を目尻にて監視
することができるので、これをもとにして運転をすれば
、土砂の沈澱、固化を防止しつつ効率よく運転すること
ができる。
Then, the rudder swing starts again and returns to normal driving. As described above, according to the present invention, the current density distribution can be monitored from the corner of the eye, so you can drive based on this. For example, it is possible to operate efficiently while preventing sedimentation and solidification of earth and sand.

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

第1図は本発明の一実施例を示す密度分布監視装置の2
172図、第2図及び第3図はすれぞAi督度計の配置
状態を示す説明図である。 1・・・府度計、2・・・演算装置、3・・・CRT表
示器、4・・・γ−放射線元[8器、5・・・受信器、
6・・・排泥管0 出願人1夏代暢人  弁理士 玲 江 武 彦5− 第1図 第2図 第3図
FIG. 1 shows two parts of a density distribution monitoring device showing one embodiment of the present invention.
FIG. 172, FIG. 2, and FIG. 3 are explanatory diagrams showing the arrangement state of the Ai inertness meter. DESCRIPTION OF SYMBOLS 1... Preparation meter, 2... Arithmetic device, 3... CRT display, 4... γ-radiation source [8 devices, 5... Receiver,
6...Sludge drainage pipe 0 Applicant 1 Nobuto Natsuyo Patent attorney Takehiko Reie 5- Figure 1 Figure 2 Figure 3

Claims (1)

【特許請求の範囲】[Claims] 浚渫船排泥管内の複数レベルの密度全検出するγ−放射
線発信器及び受信器からなる密度計と、同密度計の密度
検出信号に(とづいて管内密度分布を演算する演算装置
と、同演算装置で演算した管内密度分布をグラフ表示す
るCRT表示器とを具備してなる浚渫船排泥管内の密度
分布監視装置。
A densitometer consisting of a γ-radiation transmitter and a receiver that detects all the densities at multiple levels in the dredger's sludge removal pipe, a calculation device that calculates the density distribution inside the pipe based on the density detection signal of the densitometer, and a calculation device that calculates the density distribution in the pipe based on the density detection signal of the densitometer A density distribution monitoring device in a dredger's sludge removal pipe, comprising a CRT display that graphically displays the density distribution in the pipe calculated by the device.
JP56184208A 1981-11-17 1981-11-17 Monitoring device for density distribution in mud discharge pipe in dredger Pending JPS5886230A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56184208A JPS5886230A (en) 1981-11-17 1981-11-17 Monitoring device for density distribution in mud discharge pipe in dredger

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56184208A JPS5886230A (en) 1981-11-17 1981-11-17 Monitoring device for density distribution in mud discharge pipe in dredger

Publications (1)

Publication Number Publication Date
JPS5886230A true JPS5886230A (en) 1983-05-23

Family

ID=16149246

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56184208A Pending JPS5886230A (en) 1981-11-17 1981-11-17 Monitoring device for density distribution in mud discharge pipe in dredger

Country Status (1)

Country Link
JP (1) JPS5886230A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4996995A (en) * 1988-06-27 1991-03-05 Kobishi Electric Co., Ltd. Ashtray

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4996995A (en) * 1988-06-27 1991-03-05 Kobishi Electric Co., Ltd. Ashtray

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