JP3184999B2 - Flow measurement method of earth and sand plug flow - Google Patents

Flow measurement method of earth and sand plug flow

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Publication number
JP3184999B2
JP3184999B2 JP25640892A JP25640892A JP3184999B2 JP 3184999 B2 JP3184999 B2 JP 3184999B2 JP 25640892 A JP25640892 A JP 25640892A JP 25640892 A JP25640892 A JP 25640892A JP 3184999 B2 JP3184999 B2 JP 3184999B2
Authority
JP
Japan
Prior art keywords
plug
flow
earth
pipeline
pressure
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 - Fee Related
Application number
JP25640892A
Other languages
Japanese (ja)
Other versions
JPH06109511A (en
Inventor
敏雄 荒川
敏明 石田
晴久 和田
泉  信也
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.)
Toa Corp
Original Assignee
Toa 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 Toa Corp filed Critical Toa Corp
Priority to JP25640892A priority Critical patent/JP3184999B2/en
Publication of JPH06109511A publication Critical patent/JPH06109511A/en
Application granted granted Critical
Publication of JP3184999B2 publication Critical patent/JP3184999B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、パイプラインなどの管
路を利用して土砂を混気圧送する際に、リアルタイムで
プラグ流の流量の計測を可能とする土砂プラグ流の流量
計測方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for measuring the flow rate of a plug and sand flow in real time, which can measure the flow rate of a plug flow when soil and sand are mixed and fed using a pipeline such as a pipeline. Things.

【0002】[0002]

【従来の技術】近年、パイプラインなどの管路を利用し
て気体や液体、さらには固体粒子を輸送する管路輸送の
一つの方法として、圧縮空気の膨張力を利用して、粘
土、シルト、細砂などの土砂を輸送する混気圧送の技術
が使用されている。この混気圧送は、渦巻ポンプなどに
より管路内に送り出した軟泥などの土砂に対して圧縮空
気を注入してプラグ流と呼ばれる流れを発生させるが、
この流れは、流動化した土砂が波のような形状となった
プラグと呼ばれる塊と、圧縮空気の層とが交互に繰り返
される流動状態となり、このプラグの大きさも段々と大
きくなる傾向にある。
2. Description of the Related Art In recent years, as one method of transporting gas, liquid, and solid particles by using pipelines such as pipelines, clay, silt, and the like are utilized by using the expansion force of compressed air. The technique of mixed pressure transportation for transporting earth and sand such as fine sand is used. This mixed-pressure feed generates compressed flow by injecting compressed air into the soil such as soft mud sent out into the pipeline by a vortex pump.
This flow is in a fluidized state in which a mass called a plug in which fluidized earth and sand is shaped like a wave and a layer of compressed air are alternately repeated, and the size of the plug tends to gradually increase.

【0003】このように管路内を土砂が圧送される場
合、実際に圧送されている土砂の流量を把握することが
できれば、土砂圧送時の実際の土量の算定ができ、その
作業能率を知る上で有益である。一方、管路で輸送され
る水や固体粒子と液体の混合物のスラリー流量計測方法
としては、電磁流量計やドップラー流速計などが一般に
利用されているが、これらの計測方法は管内において液
体が連続的に流れていることが前提条件となっている。
[0003] When the earth and sand is pumped in the pipeline as described above, if the flow rate of the earth and sand that is actually being pumped can be grasped, the actual soil volume at the time of the earth and sand pumping can be calculated, and the work efficiency can be reduced. Useful to know. On the other hand, electromagnetic flow meters and Doppler velocimeters are generally used as a method for measuring the slurry flow rate of a mixture of water or solid particles and a liquid transported in a pipeline. It is a prerequisite that the flow is flowing.

【0004】しかしながら、混気圧送によって発生する
プラグ流では、土砂のプラグと圧縮空気層とが交互に繰
り返され、流量を計測したい土砂は断続的な流れとなる
ために、上記の一般的な流量計測方法は適用できない。
また、従来プラグ流の流量を計測するためには、圧縮空
気を注入する手前のスラリー輸送状態の管路区間に上記
の一般的計測方法を適用したり、あるいは管路末端から
吐出される土砂の量を計量タンクにより直接計測してい
た。
However, in the plug flow generated by the mixed pressure feed, the plug of the earth and sand and the compressed air layer are alternately repeated, and the earth and sand whose flow rate is to be measured is an intermittent flow. The measurement method cannot be applied.
In addition, in order to measure the flow rate of the conventional plug flow, the above general measurement method is applied to the pipeline section in the slurry transport state before the injection of the compressed air, or the sediment discharged from the pipeline end is used. The amount was measured directly by a measuring tank.

【0005】しかしながら、混気圧送の実用機械におい
ては、前者は計測機器の求める十分なスラリー輸送の助
走区間を設けることが難しく、また後者は大容量の吐出
にはまったく対応できないなど、リアルタイムで計測す
る方法としては不十分なものであるという問題がある。
However, in a practical machine of mixed pressure feeding, it is difficult to provide a sufficient run-up section for slurry transportation required by a measuring instrument, and the latter cannot respond to large-volume discharge at all. There is a problem that this method is not sufficient.

【0006】[0006]

【発明が解決しようとする課題】本発明は、前記従来の
問題点を解決するためになされたものであり、従来の実
用機械の構造によらず、簡単な機械を取付けただけでプ
ラグ流の流量計測が可能なリアルタイム計測による土砂
プラグ流の計測方法を提供することを目的としている。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and the plug flow can be reduced by simply attaching a simple machine, regardless of the structure of a conventional practical machine. It is an object of the present invention to provide a method for measuring the flow of sediment plugs by real-time measurement capable of measuring a flow rate.

【0007】[0007]

【課題を解決するための手段】上記の目的を達成するた
め、本発明の土砂プラグ流の計測方法は、土砂の混気圧
送の管路の吐出口付近に、所定の間隔Lをおいた2つの
定点に設けた各圧力計により計測される1つのプラグ単
体の管路内の圧力波形での時間差からプラグ単体の速度
Fpを求め、このプラグ単体の速度Fpと、上記2つの
定点のうちのいずれかをプラグ単体が通過する時間とか
らプラグ単体長さLpを演算で求め、さらに上記プラグ
長さLpと、管路内の断面積とから求められた任意の計
測時間Tにおけるプラグ体積Vpの合計ΣVpにより、
そのプラグ流量Qpを、Qp=ΣVp/Tで求めること
を特徴としたものである。
In order to achieve the above object, a method for measuring the flow of earth and sand plugs according to the present invention comprises the steps of: The speed Fp of the plug alone is determined from the time difference in the pressure waveform in the pipeline of one plug measured by each pressure gauge provided at one fixed point, and the speed Fp of the plug alone and the speed Fp of the two fixed points are determined. The length Lp of the plug alone is calculated from the time when the plug passes through either of them, and the plug volume Vp at an arbitrary measurement time T obtained from the plug length Lp and the cross-sectional area in the pipe is calculated. By the total ΣVp,
The plug flow rate Qp is obtained by Qp = 求 め る Vp / T.

【0008】[0008]

【作 用】上記の計測方法によれば、管路内の所定間隔
をおいて2点の圧力計により、プラグ流の管内圧力の変
動を同時に計測し、圧力波形の時間差からプラグ単体の
速度を求めるとともに、プラグ単体の計測点通過時間か
らプラグ単体の長さ及び体積を算出し、また計測時間に
通過するプラグ数を計測することによりプラグ流流量を
算定することができる。
[Operation] According to the above-mentioned measuring method, the fluctuation of the pressure in the pipe of the plug flow is simultaneously measured by two pressure gauges at a predetermined interval in the pipe, and the speed of the plug alone is determined from the time difference of the pressure waveform. The plug flow rate can be calculated by calculating the length and volume of the plug alone from the measurement point passage time of the plug alone and measuring the number of plugs passing through the measurement time.

【0009】[0009]

【実施例】以下図面を参照して本発明の方法を適用した
実施例を説明するが、図1は本発明の流量計測方法を適
用して土砂を混気圧送する混気圧送管路の一実施例の概
略構成図、図2は図1の管路内のプラグの各時間ごとの
移動を示す説明図、図3は図2のプラグ移動時の管路内
の各圧力計の圧力変動を示す圧力と時間との関係線図で
ある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment to which the method of the present invention is applied will be described below with reference to the drawings. FIG. FIG. 2 is an explanatory diagram showing the movement of the plug in the pipeline of FIG. 1 at each time, and FIG. 3 is a diagram showing the pressure fluctuation of each pressure gauge in the pipeline during the movement of the plug of FIG. FIG. 5 is a relationship diagram between pressure and time shown.

【0010】まず、図1においては、例えば海底の軟泥
などの土砂を浚渫する例を示しているが、この場合、軟
泥を浚渫する浚渫船1により浚渫した軟泥または軟泥圧
送船2により送り出された軟泥をパイプラインなどの管
路3に渦巻ポンプ4により送り出し、その管路3内の軟
泥に対して空気圧縮機5により圧縮空気を注入し、管路
3内にプラグPと圧縮空気Aとからなる混気圧送のプラ
グ流を形成し、所定の埋立地10などにこの軟泥を圧送
するものである。
First, FIG. 1 shows an example of dredging earth and sand such as ooze on the sea floor. Is sent out to a pipeline 3 such as a pipeline by a vortex pump 4, and compressed air is injected into the ooze in the pipeline 3 by an air compressor 5, and the plug 3 and the compressed air A are injected into the pipeline 3. A plug flow for mixed-pressure feeding is formed, and the soft mud is pumped to a predetermined landfill 10 or the like.

【0011】そこで、この管路3の吐出口付近に、図2
に示すごとく、所定の間隔L (m)をおいた2つの定点
X,Yに各圧力計6,7を設けており、この圧力計6,
7による管内圧力のそれぞれの計測結果を記録・分析装
置8に伝送し、CRT画面や記録紙などに出力する。次
に、図2においてプラグPの単体の各定点X,Yの通過
は図3に示すように圧力波計に表われるので、この圧力
波形の各圧力計6,7での時間差 (T2 −T 0 ) からプ
ラグ単体の速度Fp (m/s) は、Fp=L/ (T2
0 ) で算出される。
Therefore, in the vicinity of the discharge port of the pipe 3, FIG.
As shown in the figure, two fixed points at a predetermined interval L (m)
X and Y are provided with pressure gauges 6 and 7, respectively.
Record / analyze each measurement result of pipe pressure by
8 and output to a CRT screen or recording paper. Next
Next, in FIG. 2, the passage of the fixed points X and Y of the plug P alone.
Appears on the pressure wave meter as shown in FIG.
Time difference between the pressure gauges 6 and 7 of the waveform (TTwo-T 0)
The speed Fp (m / s) of the lag alone is Fp = L / (TTwo
T0).

【0012】さらに、定点XをプラグP単体が通過する
時間 (T1 −T0 ) とプラグ流速度Fpとが分るので、
プラグ単体長さLp (m) は、Lp=Fp× (T1 −T
0 )で求められる。なお、定点Yをプラグ単体が通過す
る時間からプラグ単体長さLpを求めることもできる。
次に、管路3の断面積をA (m2) とすれば、プラグP
単体の体積Vp (m3)は、Vp=Lp×Aで求められ
る。
Further, since the time (T 1 −T 0 ) in which the plug P alone passes through the fixed point X and the plug flow velocity Fp are known,
The length Lp (m) of the plug alone is Lp = Fp × (T 1 −T
0 ). Note that the length Lp of the plug alone can also be obtained from the time when the plug passes through the fixed point Y.
Next, if the sectional area of the pipe 3 is A (m 2 ), the plug P
The volume Vp (m 3 ) of a single substance is obtained by Vp = Lp × A.

【0013】そこで、前記各式の演算を任意の計測時間
T (hr) について行ない、プラグ体積Vpの合計ΣVp
を求めることにより、プラグ流の流量Qp (m3/hr)
は、Qp=ΣVp/Tで求められる。
Therefore, the calculation of each of the above expressions is performed for an arbitrary measurement time T (hr), and the total of the plug volume Vp, that is, ΣVp
, The plug flow rate Qp (m 3 / hr)
Is determined by Qp = ΣVp / T.

【0014】[0014]

【発明の効果】以上に説明した本発明の流量計測方法に
よれば、管路内を混気圧送されるプラグ流の土砂の流量
をリアルタイムにて計測可能となり、土砂圧送時の圧送
土砂流量の算定が瞬時に算定でき、その作業能率を適格
に把握できるという効果がある。また、本発明では混気
圧送の管路に2個の圧力計を設けるだけの簡単な機器の
追加で大きな効果が得られるという利点がある。
According to the flow rate measuring method of the present invention described above, it is possible to measure, in real time, the flow rate of the sediment of the plug flow which is fed under a mixed pressure in the pipeline, and to determine the flow rate of the sediment flow during the sediment pumping. There is an effect that the calculation can be performed instantaneously and the work efficiency can be grasped appropriately. Further, the present invention has an advantage that a great effect can be obtained by adding a simple device in which only two pressure gauges are provided in the conduit for the mixed pressure feed.

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

【図1】本発明の流量計測方法を適用して土砂を混気圧
送する混気圧送管路の一実施例の概略構成図である。
FIG. 1 is a schematic configuration diagram of an embodiment of a mixed-pressure feed pipe for feeding soil and mixed-pressure by applying the flow rate measuring method of the present invention.

【図2】図1の管路内のプラグの各時間ごとの移動を示
す説明図である。
FIG. 2 is an explanatory diagram showing movement of a plug in a pipeline in FIG. 1 at each time;

【図3】図2のプラグ移動時の管路内の各圧力計の圧力
変動を示す圧力と時間との関係線図である。
FIG. 3 is a relationship diagram between pressure and time showing pressure fluctuation of each pressure gauge in the pipeline when the plug of FIG. 2 is moved.

【符号の説明】[Explanation of symbols]

3 管路 4 渦巻ポンプ 5 空気圧縮機 6, 7 圧力計 8 記録・分析装置 A 圧縮空気 P プラグ 3 Pipeline 4 Centrifugal Pump 5 Air Compressor 6, 7 Pressure Gauge 8 Recording / Analyzer A Compressed Air P Plug

───────────────────────────────────────────────────── フロントページの続き (72)発明者 泉 信也 山口県下関市長府松小田東町6−3 東 亜建設工業株式会社内 (56)参考文献 特開 昭60−190815(JP,A) 特開 昭63−44126(JP,A) 特開 平5−99709(JP,A) (58)調査した分野(Int.Cl.7,DB名) G01F 1/00 - 1/74 ──────────────────────────────────────────────────続 き Continuation of the front page (72) Inventor Shinya Izumi 6-3 Matsuoda Higashicho, Shifuzeki City, Yamaguchi Prefecture Toa Construction Industry Co., Ltd. (56) References JP-A-60-190815 (JP, A) JP-A-60-190815 63-44126 (JP, A) JP-A-5-99709 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) G01F 1/00-1/74

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 土砂の混気圧送の管路の吐出口付近に、
所定の間隔Lをおいた2つの定点に設けた各圧力計によ
り計測される1つのプラグ単体の管路内の圧力波形での
時間差からプラグ単体の速度Fpを求め、このプラグ単
体の速度Fpと、上記2つの定点のうちのいずれかをプ
ラグ単体が通過する時間とからプラグ単体長さLpを演
算で求め、さらに上記プラグ長さLpと管路内の断面積
とから求められた任意の計測時間Tにおけるプラグ体積
Vpの合計ΣVpにより、そのプラグ流量Qpを、Qp
=ΣVp/Tで求める土砂プラグ流の流量計測方法。
1. In the vicinity of a discharge port of a conduit for sending a mixed pressure of earth and sand,
The speed Fp of the plug alone is determined from the time difference in the pressure waveform in the pipeline of the single plug measured by each pressure gauge provided at two fixed points at a predetermined interval L. , The length of the plug alone Lp is calculated from the time when the plug alone passes through one of the above two fixed points, and an arbitrary measurement obtained from the plug length Lp and the cross-sectional area in the pipeline. The plug flow rate Qp is determined by the sum of the plug volumes Vp at time T, ΔVp, by Qp
= Flow rate measurement method of earth and sand plug flow obtained by ΔVp / T.
JP25640892A 1992-09-25 1992-09-25 Flow measurement method of earth and sand plug flow Expired - Fee Related JP3184999B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25640892A JP3184999B2 (en) 1992-09-25 1992-09-25 Flow measurement method of earth and sand plug flow

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25640892A JP3184999B2 (en) 1992-09-25 1992-09-25 Flow measurement method of earth and sand plug flow

Publications (2)

Publication Number Publication Date
JPH06109511A JPH06109511A (en) 1994-04-19
JP3184999B2 true JP3184999B2 (en) 2001-07-09

Family

ID=17292269

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25640892A Expired - Fee Related JP3184999B2 (en) 1992-09-25 1992-09-25 Flow measurement method of earth and sand plug flow

Country Status (1)

Country Link
JP (1) JP3184999B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6904386B2 (en) 2002-10-07 2005-06-07 Honeywell International Inc. Control system and method for detecting plugging in differential pressure cells
US6813588B1 (en) 2003-03-31 2004-11-02 Honeywell International Inc. Control system and method for detecting plugging in differential pressure cells
JP4932198B2 (en) * 2005-09-05 2012-05-16 学校法人東京理科大学 Sediment measuring device

Also Published As

Publication number Publication date
JPH06109511A (en) 1994-04-19

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