JPH011994A - Wave direction measurement method - Google Patents
Wave direction measurement methodInfo
- Publication number
- JPH011994A JPH011994A JP62-156548A JP15654887A JPH011994A JP H011994 A JPH011994 A JP H011994A JP 15654887 A JP15654887 A JP 15654887A JP H011994 A JPH011994 A JP H011994A
- Authority
- JP
- Japan
- Prior art keywords
- wave
- ultrasonic
- wave direction
- point
- time
- Prior art date
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Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、超音波により波向を測定する方法に関するも
のである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method of measuring wave direction using ultrasonic waves.
超音波を用いて波向を測定する従来の方法の一例を第3
図にて説明する。第3図(alに平面図にて示す如く、
海底の適当な位置に超音波送受波器A。An example of the conventional method of measuring wave direction using ultrasonic waves is shown in Part 3.
This will be explained with a diagram. As shown in the plan view in Figure 3 (al.
Ultrasonic transducer A at an appropriate location on the seabed.
B、Cを3角形を形成するよう配備し、直上に向けてそ
れぞれ超音波の送信を行う。頂点Aの角をαとし、各辺
の長さを図の如(a、b、cとする。B and C are arranged to form a triangle, and ultrasonic waves are transmitted directly above each. Let the angle of vertex A be α, and let the lengths of each side be (a, b, c) as shown in the figure.
A、B、C各点の送波時点は説明の便宜上同時であると
する。For convenience of explanation, it is assumed that the points A, B, and C transmit waves at the same time.
今、図の如く辺CAに対してθなる角度の線に平行な波
Wが来たとする。波の進行方向(波向)は波Wの線に直
角な方向即ち、辺CAに対して(90°−〇)となる。Now, suppose that a wave W parallel to a line at an angle θ with respect to side CA comes as shown in the figure. The traveling direction (wave direction) of the wave is a direction perpendicular to the line of the wave W, that is, (90° - 0) with respect to the side CA.
このとき、第3図山)に示す如く、波Wが0点を通過す
る時点TcからA点を通過する時点T^までの時間をt
> 、TAから同し波がB点を通過する時点T、までの
時間をt、とじ、CA間及びAB間の、波Wの進行方向
に沿って測った距離を1)及び4.とじ、波Wの進行速
度をVとするとき、
J、I!bsinθ−v t 、
+1)1t、 =c sin (α−θ)−vt、
(2)これより、
c 5in(α−θ) tm(3)式より
次の如くθが求まる。At this time, as shown in Figure 3, the time from the time Tc when the wave W passes through the 0 point to the time T^ when it passes through the A point is t.
>, t is the time from TA to time point T when the same wave passes point B, and the distance between CA and AB, measured along the traveling direction of wave W, is 1) and 4. When the traveling speed of the wave W is V, J, I! b sin θ−v t ,
+1)1t, =c sin (α-θ)-vt,
(2) From this, c 5in (α-θ) tm From equation (3), θ can be found as follows.
sin”θ
(b/c) ” + 2(tb/ tll)(b/c)
cos α+ (tb/ tJ ”3台の超音波送受器
A、B、Cをそれぞれ波高計と同じ動作を行なわしめて
一つの波の超音波受波器A、B、Cそれぞれの直上の点
の通過時点を捉え、この時点の差により、この波の進行
時間t□t1を求める。sin"θ (b/c)" + 2(tb/tll)(b/c)
cos α+ (tb/tJ ``Three ultrasonic transceivers A, B, and C each perform the same operation as a wave height meter, and one wave passes through the point directly above each of the ultrasonic receivers A, B, and C. The travel time t□t1 of this wave is determined by capturing the time point and using the difference between the time points.
(4)式にて”b 、”@以外は常数なので上記の如く
求められたtb+”mを(4)式に入れてθを演算して
求めれば波向(90°−θ)が得られる。In equation (4), everything except "b" and "@" are constants, so if you put tb+"m obtained above into equation (4) and calculate θ, you can obtain the wave direction (90° - θ). .
しかしながら、このような従来の方法では、超音波送受
波器を3セント必要とし、また、海底における3セツト
の超音波送受波器の相互の水平位置及び高さ位置を正確
に得ることは、20m程度の水深までなら成程度可能で
あるが、50m程度の水深となると非常に困難となる。However, in this conventional method, an ultrasonic transducer requires 3 cents, and it is difficult to accurately obtain the horizontal and vertical positions of three sets of ultrasonic transducers on the seabed. Although it is possible to do this at a depth of about 50 meters, it becomes extremely difficult to do so at a depth of about 50 meters.
このように3セツトの立体的な相対的位置に大きな誤差
を含み易く、波向の測定結果の信頼性が著しく損なわれ
る、という問題点があった。As described above, there is a problem in that the three-dimensional relative positions of the three sets tend to include large errors, and the reliability of the wave direction measurement results is significantly impaired.
本発明は、上記の如き従来の方法の問題点を解決し、超
音波送受波器の据付位置の特定精度に関係なく、水深の
大なる水底に設置しても高い信頼性を以て波向を測定す
ることができる波向測定方法を提供することを目的とす
るものである。The present invention solves the problems of the conventional methods as described above, and can measure wave direction with high reliability even when installed at the bottom of a large body of water, regardless of the accuracy of identifying the installation position of the ultrasonic transducer. The object of the present invention is to provide a wave direction measurement method that can perform the following steps.
本発明は、水面下の所定の位置に保持された超音波送受
波器により、ほぼ上方に向け、互に角度を隔てた少なく
とも3方向に向けて送波された超音波により経時的に波
高を測定し、同一の波の、前記3方向の受波信号の受波
時間差に基づいて波向を求めることを特徴とする波向測
定方法である。The present invention uses an ultrasonic transducer held at a predetermined position below the water surface to transmit ultrasonic waves substantially upward in at least three directions separated by angles from each other over time. This wave direction measuring method is characterized in that the wave direction is determined based on the reception time difference of the reception signals of the same wave in the three directions.
本発明によれば、1セツトの超音波送受器の水底或いは
水面下の適当な1箇所の位置に置き、その1箇所から上
方の3方向に向けて超音波を送波するので、送波源位置
及び受波位置は、3本のビーム相互の間で常に必らず一
致し、据付位置が深くてその位置自体の特定が困難であ
るような場合においても3本のビーム送受波点の相対位
置に関する誤差は全くなく、信頼性のあるデータを得る
ことができる。According to the present invention, one set of ultrasonic transceivers is placed at one suitable location on the bottom or below the water surface, and ultrasonic waves are transmitted from that one location in three directions upward, so that the transmitting source position is And the wave reception positions are always the same among the three beams, and even when the installation position is deep and it is difficult to identify the position itself, the relative position of the three beam transmission and reception points is always the same. There is no error in the data, and reliable data can be obtained.
超音波送波方向の3方向は、それぞれ異なる方向であれ
ばよく、−平面内にあっても差支えない。The three ultrasonic wave transmission directions may be different directions, and may be within the - plane.
本発明の実施例を開面を用いて説明する。 An embodiment of the present invention will be described using an open view.
第1図において、lは海面、2は海底を示す。In FIG. 1, l indicates the sea surface and 2 indicates the seabed.
3は海底2の一地点に配置された超音波送受波装置を示
す、超音波送受波装置3には互に異なる3方向に向けて
、波高を測定するための超音波を送波する超音波送受波
器が3組備えられ、一つのユニットとなったものが、ジ
ンバル構造により基準面が常に水平に、その基準面に対
し垂直な垂直軸が常に鉛直方向となるように支承されて
いる0図において4はそのような構造の超音波送受波装
置3が海底に配備された場合の垂直軸を示し、5゜6.
7は、三つの送波方向に送出された超音波ビームを示す
。超音波ビーム5.6.7と、静かな海面1との交点は
A、B、Cであり3角形を形成している。垂直軸4と海
面1との交点をOとする。3 shows an ultrasonic transceiver device placed at one point on the seabed 2. The ultrasonic transceiver device 3 has an ultrasonic device that transmits ultrasonic waves in three different directions to measure wave heights. A single unit with three sets of transducers is supported by a gimbal structure so that the reference plane is always horizontal and the vertical axis perpendicular to the reference plane is always vertical. In the figure, 4 indicates the vertical axis when the ultrasonic transceiver 3 having such a structure is installed on the seabed, and the vertical axis is 5°6.
7 shows ultrasound beams sent out in three transmission directions. The intersection points of the ultrasonic beam 5.6.7 and the calm sea surface 1 are A, B, and C, forming a triangle. Let O be the intersection of the vertical axis 4 and the sea surface 1.
Wは波であり、その稜線8と直角な進行線9に沿って進
行し、C,A、Bの順にこれらの点を通過し、超音波ビ
ーム7.5.6により通過する波の波高が経時的に検出
され、波形が感知される。W is a wave, which travels along a line of travel 9 perpendicular to its ridgeline 8, passes through these points in the order of C, A, and B, and the wave height of the wave passed by the ultrasonic beam 7.5.6 is It is detected over time and the waveform is sensed.
波高が極大値を示す時点が波が通過した時点であり、超
音波ビーム7.5.6の各々について波が通過した時点
を求め、その時間差により、前述と同様な演算で波向を
求めることができる。The point at which the wave height reaches its maximum value is the point at which the wave passes, so find the point at which the wave passes for each of the ultrasonic beams 7.5.6, and use the time difference to find the wave direction using the same calculation as above. Can be done.
このとき、三つの超音波ビーム5,6.7の送波時点は
、相互の干渉を避けるために時間差を設ける0例えば水
深を50mとし、測定波高を最大20mとすれば、超音
波の往復時間はおよそ80as程度となる。第2次エコ
ーまで考慮すれば各超音波ビームの送波時点の間隔は1
60m5程度にとればよく、3本の超音波ビームによる
測定時間は最初の受渡から最後の受波までの間は約32
0m5のずれがある。しかし周期が約10秒の波に対し
てはこのずれ時間は約3.2%であり十分短かく、誤差
は僅かである。At this time, the three ultrasonic beams 5, 6, and 7 are transmitted with a time difference in order to avoid mutual interference. is approximately 80as. If we consider the second echo, the interval between the transmission points of each ultrasound beam is 1
The measurement time using three ultrasonic beams is approximately 32 seconds from the first delivery to the last reception.
There is a deviation of 0m5. However, for a wave with a period of about 10 seconds, this time lag is about 3.2%, which is sufficiently short, and the error is small.
また、波高の検出に当たり、垂直に対し傾いた超音波ビ
ームで検出するので、その分の誤差を伴なう。例えば、
1頃きの角度を19.1°としたときに垂直の波高に比
べて1 /cos 19.1°=1.058となり、
約5.8%だけ高い値が検出されるが、本測定方法は波
高の絶対値が問題ではなく、波高の極大値を示す時点を
検出するのが重要であるので、これに対してはこの誤差
は問題にならない。Furthermore, since the wave height is detected using an ultrasonic beam tilted with respect to the vertical, an error occurs accordingly. for example,
When the angle at around 1 is 19.1°, compared to the vertical wave height, 1/cos 19.1° = 1.058,
A value that is approximately 5.8% higher is detected, but this measurement method does not care about the absolute value of the wave height, but rather detects the point at which the wave height reaches its maximum value. Errors don't matter.
しかし、この傾斜により、波の頂点の水平方向の検出誤
差を伴う。即ち、波の進行方向の垂直面に投影した第2
図において、例えば超音波ビーム6により波の通過は頂
点10において検知される。However, this inclination causes a detection error in the horizontal direction of the wave crest. In other words, the second
In the figure, the passage of a wave is detected at an apex 10, for example by means of an ultrasound beam 6.
超音波ビーム5による波の通過の検知は、第2図の投影
面において超音波ビーム5は垂直なので、この二つのビ
ーム5.6による波の通過時点の時間差はta+となり
、垂直のビームで測定した波の頂点1)に対する時間差
t、に対しΔt1の誤差を伴う。即も、
ta −ta+−ΔL、 +51この誤差Δt
、は、この投影面における超音波ビーム6の垂直軸に対
する傾斜角をφとし、波高の半分の高さをH,kを比例
定数とすると、ΔL、=kHtan φ
で表わされる。この波高Hは、見掛けの波高H8に対し
、
H= H、cosφ
で示されるので、
Δを鳳 =kH,tanφcosφ (6)となる
、傾斜角φは波向の方向の垂直の面に投影した超音波ビ
ームの傾斜角なので、波向を示すθの関数となる。即ち
、
φ=f(θ)(7)
波の移動時間差を補正する式f61. (51および式
(7)。Detection of the passage of the wave by the ultrasonic beam 5 is as follows: Since the ultrasonic beam 5 is perpendicular to the projection plane in Fig. 2, the time difference between the passing points of the wave by the two beams 5.6 is ta+, and it is measured with the perpendicular beam. The time difference t with respect to the wave peak 1) involved an error of Δt1. Immediately, ta - ta + - ΔL, +51 this error Δt
is expressed as ΔL,=kHtan φ, where φ is the inclination angle of the ultrasonic beam 6 with respect to the vertical axis on this projection plane, H is half the height of the wave height, and k is a proportionality constant. This wave height H is expressed by H = H, cosφ with respect to the apparent wave height H8, so Δ is expressed as = kH, tanφcosφ (6), and the inclination angle φ is projected onto a plane perpendicular to the direction of the wave. Since it is the inclination angle of the ultrasonic beam, it is a function of θ, which indicates the wave direction. That is, φ=f(θ) (7) Formula f61 for correcting the wave travel time difference. (51 and equation (7).
(4)を組み合わせて波向(90°−θ)を演算して求
める。(4) is combined to calculate the wave direction (90°-θ).
超音波ビームの数は最低3ビームが必要である。A minimum of three ultrasonic beams are required.
4ビ一ム以上を用いて、時間差が大きいデータを選ぶよ
うにすれば誤差は少なくなる。If 4 or more beams are used and data with a large time difference is selected, the error will be reduced.
本発明によれば、超音波の送波地点、受渡地点は、複数
のビームに対し、常に必らず一致するので、送受波地点
の相対的位置の測定誤差に基づく誤差は全くなくなり、
しかも、設置地点自体の絶対的位置の測定誤差にも影響
されず、測定器の構造が簡単となり、測定作業も簡単で
あり、水深の大なる場所においても信頼性の極めて高い
波向測定方法を提供することができ、実用上極めて大な
る効果を奏する。According to the present invention, the ultrasonic wave transmission point and delivery point always coincide with each other for a plurality of beams, so there is no error caused by measurement errors in the relative positions of the wave transmission and reception points.
Moreover, it is not affected by measurement errors in the absolute position of the installation point itself, the structure of the measuring instrument is simple, the measurement work is easy, and it is possible to use an extremely reliable wave direction measurement method even in deep water locations. can be provided, and has extremely great practical effects.
第1図は本発明の方法を実施する実施例を説明する斜視
図、第2図はその、波向方向の垂直面に投影した投影図
、第3図(alは従来の測定方法を説明するための平面
図、同図(blはA、B、C各点の受波器の応答を示す
グラフである。
■・・・海面、2・・・海底、3・・・超音波送受波装
置、4・・・垂直軸、5,6.7・・・Mi’fl波ビ
ーム、8・・・稜線、9・・・進行線、10.1)・・
・頂点。Fig. 1 is a perspective view illustrating an example of implementing the method of the present invention, Fig. 2 is a projection view thereof projected onto a vertical plane in the wave direction, and Fig. 3 (al indicates a conventional measurement method). (bl is a graph showing the response of the receiver at each point A, B, and C. ■... Sea surface, 2... Seabed, 3... Ultrasonic transducer , 4... Vertical axis, 5, 6.7... Mi'fl wave beam, 8... Ridge line, 9... Progress line, 10.1)...
·vertex.
Claims (1)
により、ほぼ上方に向け、互に角度を隔てた少なくとも
3方向に向けて送波された超音波により経時的に波高を
測定し、同一の波の、前記3方向の受波信号の受波時間
差に基づいて波向を求めることを特徴とする波向測定方
法。(1) Using an ultrasonic transducer held at a predetermined position below the water surface, the wave height is measured over time using ultrasonic waves transmitted almost upward in at least three directions separated by angles from each other. A wave direction measuring method characterized in that the wave direction is determined based on the reception time difference of the reception signals of the same wave in the three directions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62-156548A JPH011994A (en) | 1987-06-25 | Wave direction measurement method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62-156548A JPH011994A (en) | 1987-06-25 | Wave direction measurement method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS641994A JPS641994A (en) | 1989-01-06 |
| JPH011994A true JPH011994A (en) | 1989-01-06 |
Family
ID=
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