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JPH063456B2 - Flow condition observation method and apparatus - Google Patents
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JPH063456B2 - Flow condition observation method and apparatus - Google Patents

Flow condition observation method and apparatus

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Publication number
JPH063456B2
JPH063456B2 JP1069288A JP6928889A JPH063456B2 JP H063456 B2 JPH063456 B2 JP H063456B2 JP 1069288 A JP1069288 A JP 1069288A JP 6928889 A JP6928889 A JP 6928889A JP H063456 B2 JPH063456 B2 JP H063456B2
Authority
JP
Japan
Prior art keywords
video camera
float
flow
flow condition
fixed point
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 - Lifetime
Application number
JP1069288A
Other languages
Japanese (ja)
Other versions
JPH02248863A (en
Inventor
謙 加藤
省三 淵山
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 JP1069288A priority Critical patent/JPH063456B2/en
Publication of JPH02248863A publication Critical patent/JPH02248863A/en
Publication of JPH063456B2 publication Critical patent/JPH063456B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、海岸付近の砂の移動状況を知るために行なわ
れる流況観測方法及びその装置に関するものである。
Description: TECHNICAL FIELD The present invention relates to a flow condition observation method and apparatus for knowing the movement condition of sand near the coast.

〔従来の技術〕[Conventional technology]

一般に、海岸付近においては、第5図に示すごとく、汀
線1にそって発生する砕波帯2より外側で卓越する海岸
流4と、主として波の作用により砕波帯2付近で卓越す
る海浜流5とに分けられ、海岸流4は沿岸海流、潮流、
吹送流、傾斜流などを意味し、海浜流5は波による質量
輸送、砕波による沿岸流6、離岸流7などの沖向のもど
り流れや、離岸流頭8で拡散する流れなどからなる。
In general, near the coast, as shown in FIG. 5, there are a coastal flow 4 that is dominant outside the breaking zone 2 along the shoreline 1 and a beach flow 5 that is dominant near the breaking zone 2 due to the action of waves. The coastal current 4 is divided into the coastal current, tidal current,
This means wind-blown flow, sloped flow, etc. The beach flow 5 consists of mass transport due to waves, coastal flow 6 due to breaking waves, offshore return flow such as breakwater 7, and flow spreading at breakwater head 8. .

従って、海岸付近の砂の移動状況を知るためには、これ
らの流れの状態、すなわち流況を把握する必要があり、
流況観測を行なうことになる。
Therefore, in order to know the movement status of sand near the coast, it is necessary to grasp the state of these flows, that is, the flow condition,
The flow condition will be observed.

そこで、従来行なわれている流況観測方法は、第6図に
示すごとく、上部に布9付のポール10を立設したフロ
ート11を海面W.L上に浮かべ、陸上の固定点2点か
ら、一定時間ごとにトランシットにより測角して、フロ
ート11の位置を検出し、流向及び流速を測定してい
た。
Therefore, in the conventional flow regime observation method, as shown in FIG. 6, a float 11 having a pole 10 with a cloth 9 erected on the upper portion thereof is used as the sea surface W. The position of the float 11 was detected by measuring the angle from a fixed point on land, which was floated on L, at two fixed points at fixed intervals by a transit, and the flow direction and flow velocity were measured.

しかしながら、この従来方法では、フロート11とトラ
ンシットとの距離が遠くなると、トランシットでフロー
ト11を視準することができなくなり、広範囲にわたる
流況観測ができないという問題があった。
However, this conventional method has a problem that if the distance between the float 11 and the transit becomes long, the float 11 cannot be collimated by the transit, and thus the flow condition cannot be observed over a wide range.

〔発明の解決しようとする課題〕[Problems to be Solved by the Invention]

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、簡単な設備で、広範囲にわたって流況観測
が行なえる方法及びその装置を提供することを解決課題
としたものである。
The present invention has been made in order to solve the above-mentioned conventional problems, and an object of the present invention is to provide a method and an apparatus for performing flow condition observation over a wide range with simple equipment.

〔課題を解決するための手段〕[Means for Solving the Problems]

海面上または地上の固定点から、先端に空中浮体を取付
けた一本の係止索を、所定距離引出してそこにビデオカ
メラを設け、ビデオカメラの遠隔操作により、海面に浮
ぶフロートをモニターテレビの照準点に捕捉し、上記固
定点からビデオカメラまでの距離ならびにその方位角、
ビデオカメラの高度ならびに水平方向及び鉛直方向の各
振れ角を所定の測定時刻ごとに測定した値から、フロー
トの位置を計算して流向を表示し、各測定時刻から流速
を算定する流況観測方法からなり、また更に方位計測装
置を設置した海面上または地上の固定点から繰り出し量
が測定可能な一本の係止索に、空中浮体と1個のビデオ
カメラを取付け、該カメラには海面に浮ぶフロートをモ
ニターテレビの照準点に捕捉自在に遠隔操作され、該カ
メラに高度計ならびにその水平方向及び鉛直方向の振れ
角測定用の角度計を設け、さらにビデオカメラからの電
波を受けるチューナ、各計測器からのデータを処理する
CPUを設けた流況観測装置からなる。
From a fixed point on the surface of the sea or on the ground, pull out one locking line with a floating body attached to the tip, set a video camera there and set the float floating on the sea surface by remote control of the video camera on the monitor TV. Capture at the aim point, the distance from the fixed point to the video camera and its azimuth,
A flow condition observation method in which the float position is calculated from the values obtained by measuring the altitude of the video camera and horizontal and vertical deflection angles at predetermined measurement times, and the flow direction is displayed, and the flow velocity is calculated from each measurement time. In addition, an aerial floating body and one video camera are attached to one locking line that can measure the amount of extension from a fixed point on the sea surface or on the ground where an azimuth measuring device is installed, and the camera is attached to the sea surface. The floating float is remotely controlled so that it can be captured at the sighting point of the monitor TV, and the camera is equipped with an altimeter and an angle meter for measuring the horizontal and vertical deflection angles, and a tuner for receiving radio waves from the video camera, each measurement It consists of a flow condition observation device provided with a CPU for processing data from the vessel.

〔実施例〕〔Example〕

以下図面を参照して本発明の流況観測方法を適用して流
況観測を行なう装置の一実施例を説明するが、第1図は
その実施例における装置の要部概略説明図、第2図は第
1図のビデオカメラの拡大側面図、第3図は第1図の装
置を用いて観測を行なう際の計測原理説明用の側面図、
第4図は第3図の平面図である。
An embodiment of an apparatus for performing the flow condition observation by applying the flow condition observation method of the present invention will be described below with reference to the drawings. FIG. 1 is a schematic explanatory view of a main part of the device in the embodiment, and FIG. The figure is an enlarged side view of the video camera of FIG. 1, and FIG. 3 is a side view for explaining the measurement principle when the observation is performed using the apparatus of FIG.
FIG. 4 is a plan view of FIG.

まず、この装置は、第1図に示すごとく、アンカー21
などで係留され、かつ方位を計測できるジャイロコンパ
スなどの位置計測装置を設置した海面W.L上の船12
または地上の固定点Oから繰り出し量が測定可能な凧糸
13等の係留索で空中に係止される凧14または気球な
どの空中浮体に、ビデオカメラ15を取付け、第6図に
示すごとく海面W.Lに浮ぶフロート11を第1図のモ
ニターテレビ16の視準点16Aに捕捉自在にこのビデ
オカメラ15を遠隔操縦する操縦用ラジコン送信機17
を設けている。
First, as shown in FIG.
The sea surface W. which is moored at the sea and has a position measuring device such as a gyro compass that can measure the direction. Ship 12 on L
Alternatively, a video camera 15 is attached to a kite 14 or a floating body such as a balloon that is locked in the air by a mooring line such as a kite thread 13 that can measure the amount of extension from a fixed point O on the ground, and as shown in FIG. W. The radio controlled transmitter 17 for controlling the remote control of the video camera 15 so that the float 11 floating on the L can be captured at the collimation point 16A of the monitor TV 16 shown in FIG.
Is provided.

また、第2図のビデオカメラ15には高度計、ならびに
その水平方向の振れ角θ2及び鉛直方向の振れ角θ1をそ
れぞれ測定する角度計を設けており、さらに上記凧糸1
3などの係留索の繰り出し量を測定する回転計が固定点
Oである船12上に設けられている。
The video camera 15 shown in FIG. 2 is provided with an altimeter and an angle meter for measuring the horizontal deflection angle θ 2 and the vertical deflection angle θ 1 , respectively.
A tachometer such as 3 for measuring the amount of extension of the mooring line is provided on the ship 12 at the fixed point O.

一方、ビデオカメラ15からの計測値の電波Wを受ける
チューナ18及び各計測器からのデータを処理するCP
U19ならびにフロート11の位置を示すプロッター2
0が設けられている。
On the other hand, a CP that processes the data from the tuner 18 and each measuring instrument that receives the radio wave W of the measured value from the video camera 15.
Plotter 2 showing the position of U19 and float 11
0 is provided.

なお、プロッター20に代えてCRTを用いることも可
能である。
A CRT can be used instead of the plotter 20.

以上の構成からなる本発明の流況観測装置を使用して流
況観測する場合は、まず、凧14に取付けたビデオカメ
ラ15を、操縦用ラジコン送信機17を用いて遠隔操作
し、モニターテレビ16の視準点16Aにフロート11
を捕捉する。
When observing the flow condition using the flow condition observing apparatus of the present invention having the above-described structure, first, the video camera 15 attached to the kite 14 is remotely operated using the radio control transmitter 17 for control, and the monitor TV is displayed. Float 11 to 16 collimation points 16A
To capture.

第3図の固定点Oからビデオカメラ15までの距離L
を、凧14または気球の空中浮体を係止する凧糸13な
どの係止索の繰り出し量を回転計で測定する。
Distance L from fixed point O in FIG. 3 to video camera 15
Is measured by a tachometer with respect to the amount of extension of the locking rope such as the kite thread 13 that locks the kite 14 or the floating body of the balloon.

なお、上記のごとく係止索の繰り出し量を測定する代わ
りに、ビデオカメラ15で固定点Oをモニターテレビ1
6の照準点16Aで捕えて、そのときのビデオカメラ1
5の高度hと鉛直方向の振れ角θ3を測定することによ
り、固定点Oからビデオカメラ15までの距離Lを算出
することもできる。
Instead of measuring the amount of extension of the locking rope as described above, the video camera 15 is used to measure the fixed point O at the monitor TV 1.
Video camera 1 captured at 6A aiming point 16A
The distance L from the fixed point O to the video camera 15 can also be calculated by measuring the altitude h of 5 and the deflection angle θ 3 in the vertical direction.

また、上記フロート11の捕捉時における第4図に示す
方位角θ0を、ジャイロコンパスなどの方位計測装置に
より測定し、またビデオカメラ15の高度hを項時計に
より測定し、さらにビデオカメラ15の水平方向の振れ
角θ2と鉛直方向の振れ角θ1とをそれぞれの振れ角測定
用の角度計で測定する。
Further, the azimuth angle θ 0 shown in FIG. 4 when the float 11 is captured is measured by a azimuth measuring device such as a gyrocompass, and the altitude h of the video camera 15 is measured by an item clock. The deflection angle θ 2 in the horizontal direction and the deflection angle θ 1 in the vertical direction are measured with the respective angle meters for measuring the deflection angle.

なお、以上の各測定時の時刻も同時に計測し記録される
が、上記のごときフロート11の捕捉時の一連の測定を
所定の間隔ごと行ない、各計測器からのデータをCPU
19で処理し、例えばプロッター20やCRT等にフロ
ート11の位置を示すことになる。
The time at each measurement described above is also measured and recorded at the same time. However, a series of measurements at the time of capturing the float 11 as described above is performed at predetermined intervals, and the data from each measurement device is stored in the CPU.
The position of the float 11 is shown on the plotter 20 or CRT, for example.

そこで、第3図において、固定点Oからビデオカメラ1
5の水面W.L上の鉛直位置Ctまでの距離l1及び上
記鉛直位置Ctからフロート11までの距離l2は、そ
れぞれ 及びl2=htanθの関係にある。
Therefore, in FIG. 3, from the fixed point O to the video camera 1
Water surface W.5 The distance l 1 to the vertical position Ct on L and the distance l 2 from the vertical position Ct to the float 11 are respectively And l 2 = htan θ 1 .

また、第4図の平面図の直交座標(x,y)で、固定点
Oを(0,0)とすれば、フロート11の点Bの座標は x=l1sinθ+l2sin(θ2−θ0) y=l1cosθ+l2cos(θ2−θ0) となる。
If the fixed point O is (0, 0) in the Cartesian coordinates (x, y) of the plan view of FIG. 4, the coordinates of the point B of the float 11 are x B = l 1 sin θ 0 + l 2 sin ( θ 2 −θ 0 ) y B = l 1 cos θ 0 + l 2 cos (θ 2 −θ 0 ).

以上により測定した各値からフロート11の位置を計算
し、例えばプロッター20やCRT等に流向を表示し、
測定時刻から流速を算定することができ、これによって
海岸付近等の砂の移動状況を知ることができる。
The position of the float 11 is calculated from each value measured as described above, and the flow direction is displayed on the plotter 20, CRT, or the like,
The flow velocity can be calculated from the measurement time, and the movement of sand near the coast can be known from this.

〔発明の効果〕 .1個のビデオカメラの向き等を遠隔操作により自由
に調節し、フロートを常にモニターテレビの照準点に捕
捉することができるので、フロート位置を正確、容易、
かつ安価に把握することができる。
〔The invention's effect〕 . The float position can be accurately, easily and easily adjusted because the direction of one video camera can be freely adjusted by remote control and the float can always be captured at the aiming point of the monitor TV.
And it can be grasped at low cost.

.一本の係止索に空中浮体とビデオカメラを取付ける
ようにしたから、ビデオカメラの位置の調節は単に係止
索を引出したり、たぐり寄せたりしさえすればよく、便
利、容易かつ安価に、しかも広範囲に流況観測が可能で
ある。
. Since the floating body and the video camera are attached to one locking line, the position of the video camera can be adjusted simply by pulling out or pulling the locking line, which is convenient, easy and inexpensive. Moreover, it is possible to observe the flow condition in a wide range.

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

第1図は本発明の方法を適用して流況観測を行なう装置
の一実施例における要部概略説明図、第2図は第1図の
ビデオカメラの拡大側面図、第3図は第1図の装置を用
いて観測を行なう際の計測原理説明用の側面図、第4図
は第3図の平面図、第5図は海岸付近の流れを示す平面
図、第6図は流況観測に使用されるフロートの斜視図で
ある。 8…チューナ、11…フロート、13…凧糸、14…
凧、15…ビデオカメラ、16…モニターテレビ、16
A…照準点、19…CPU、20…プロッター、h…高
度、L…距離、O…固定点、θ0…方位角、θ1,θ3
鉛直方向の振れ角、θ2…水平方向の振れ角、W…電
波、W.L…海面。
FIG. 1 is a schematic explanatory view of an essential part of an embodiment of an apparatus for observing a flow condition by applying the method of the present invention, FIG. 2 is an enlarged side view of the video camera of FIG. 1, and FIG. A side view for explaining the measurement principle when using the device shown in the figure, Fig. 4 is a plan view of Fig. 3, Fig. 5 is a plan view showing the flow near the coast, and Fig. 6 is a flow condition observation. It is a perspective view of the float used for. 8 ... Tuner, 11 ... Float, 13 ... Kite thread, 14 ...
Kite, 15 ... Video camera, 16 ... Monitor TV, 16
A ... Aiming point, 19 ... CPU, 20 ... Plotter, h ... Altitude, L ... Distance, O ... Fixed point, θ 0 ... Azimuth, θ 1 , θ 3 ...
Vertical deflection angle, θ 2 ... Horizontal deflection angle, W ... Radio wave, W.I. L ... sea level.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】海面上または地上の固定点から、先端に空
中浮体を取付けた一本の係止索を、所定距離引出してそ
こに1個のビデオカメラを設け、1個のビデオカメラの
遠隔操作により、海面に浮ぶフロートをモニターテレビ
の照準点に捕捉し、上記固定点からビデオカメラまでの
距離ならびにその方位角、ビデオカメラの高度ならびに
水平方向及び鉛直方向の各振れ角を所定の測定時刻ごと
に測定した値から、フロートの位置を計算して流向を表
示し、各測定時刻から流速を算定する流況観測方法。
1. A locking line having an aerial floating body attached to its tip from a fixed point on the surface of the sea or on the ground, and a predetermined distance is pulled out to provide one video camera, and one video camera is remote from the other. By operation, the float floating on the sea surface is captured at the aiming point of the monitor TV, and the distance from the fixed point to the video camera and its azimuth, the altitude of the video camera, and the horizontal and vertical deflection angles are measured at predetermined times. A flow condition observation method in which the position of the float is calculated from the measured values for each time, the flow direction is displayed, and the flow velocity is calculated from each measurement time.
【請求項2】方位計測装置を設置した海面上または地上
の固定点から繰り出し量が測定可能な一本の係止索に、
空中浮体と1個のビデオカメラを取付け、該カメラには
海面に浮ぶフロートをモニターテレビの照準点に捕捉自
在に遠隔操作され、該カメラに高度計ならびにその水平
方向及び鉛直方向の振れ角測定用の角度計を設け、さら
にビデオカメラからの電波を受けるチューナ、各計測器
からのデータを処理するCPUを設けた流況観測装置。
2. A locking line capable of measuring the amount of extension from a fixed point on the sea surface or on the ground where an azimuth measuring device is installed,
An aerial floating body and one video camera are attached, and the camera is remotely controlled so that the float floating on the sea surface can be captured at the aiming point of the monitor TV. The camera is used for measuring the altimeter and its horizontal and vertical deflection angles. A flow condition observation device equipped with a goniometer, a tuner for receiving radio waves from a video camera, and a CPU for processing data from each measuring device.
JP1069288A 1989-03-23 1989-03-23 Flow condition observation method and apparatus Expired - Lifetime JPH063456B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1069288A JPH063456B2 (en) 1989-03-23 1989-03-23 Flow condition observation method and apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1069288A JPH063456B2 (en) 1989-03-23 1989-03-23 Flow condition observation method and apparatus

Publications (2)

Publication Number Publication Date
JPH02248863A JPH02248863A (en) 1990-10-04
JPH063456B2 true JPH063456B2 (en) 1994-01-12

Family

ID=13398262

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1069288A Expired - Lifetime JPH063456B2 (en) 1989-03-23 1989-03-23 Flow condition observation method and apparatus

Country Status (1)

Country Link
JP (1) JPH063456B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103698823A (en) * 2013-12-20 2014-04-02 中交第四航务工程局有限公司 Meteorological window forecast system and meteorological window forecast method for marine floating and immersion of immersed tube tunnel tube sections

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5635820B2 (en) * 1973-06-29 1981-08-20
JPS52151074A (en) * 1976-06-10 1977-12-15 Ai Enu Ee Shindoboku Kenkiyuus Method of measuring field of flow by balloon camera
JPS5339779A (en) * 1976-09-24 1978-04-11 Tsurumi Precision Instr Flow velocity meter

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103698823A (en) * 2013-12-20 2014-04-02 中交第四航务工程局有限公司 Meteorological window forecast system and meteorological window forecast method for marine floating and immersion of immersed tube tunnel tube sections
CN103698823B (en) * 2013-12-20 2016-01-20 中交第四航务工程局有限公司 The marine floating and sinking of immersed tube tunnel tube coupling is constructed meteorological window forecast system and method

Also Published As

Publication number Publication date
JPH02248863A (en) 1990-10-04

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