JPH037885B2 - - Google Patents
Info
- Publication number
- JPH037885B2 JPH037885B2 JP4140379A JP4140379A JPH037885B2 JP H037885 B2 JPH037885 B2 JP H037885B2 JP 4140379 A JP4140379 A JP 4140379A JP 4140379 A JP4140379 A JP 4140379A JP H037885 B2 JPH037885 B2 JP H037885B2
- Authority
- JP
- Japan
- Prior art keywords
- wave
- waves
- detection
- detection beam
- signal
- 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
Links
- 238000001514 detection method Methods 0.000 claims description 30
- 238000000034 method Methods 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 230000005540 biological transmission Effects 0.000 description 8
- 238000010586 diagram Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000002604 ultrasonography Methods 0.000 description 1
Landscapes
- Testing Or Calibration Of Command Recording Devices (AREA)
- Measurement Of Velocity Or Position Using Acoustic Or Ultrasonic Waves (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は波浪観測方法に関し、特に水中から波
浪の進行方向、速度、波長等を計測する波浪観測
方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a wave observation method, and more particularly to a wave observation method for measuring the traveling direction, speed, wavelength, etc. of waves from underwater.
従来、この種の波浪観測方法としては、水面と
又は沿岸上に設置されたPPI表示レーダー方式、
又は水底に分散して多数設置され、直上の波高を
測定する波高計方式があつた。
Traditionally, this type of wave observation method has been based on the PPI display radar system installed on the water surface or on the coast;
Alternatively, there was a wave height meter system, which was installed in large numbers on the bottom of the water and measured the wave height directly above.
前者のレーダー方式ではアンテナを水面上の空
間に配置しなければならず、航路上や深い水域で
は装備が困難であるため現在実用化されているの
は港湾等で沿岸陸上にレーダーを設置したもので
あり、適用水域が制限されていた。レーダーを船
舶や、航空機に装備して測定する方法も考えられ
るが、定点に止どまつて連続観測する事は困難で
ある。
In the former radar method, the antenna must be placed in a space above the water surface, and it is difficult to install it on a sea route or in deep water, so the type that is currently in practical use is one in which the radar is installed on land along the coast at ports, etc. Therefore, the applicable water area was restricted. One possibility is to mount a radar on a ship or aircraft to measure it, but it is difficult to stay at a fixed point and make continuous observations.
後者の波高計方式としては原理的に圧力計式
や、海底から海面までの距離を計る超音波式が従
来多く使用されていたが、原理的に直上の水面高
さを計る方式のものであるため波高の変化を計る
事ができても、波向や広い海域の状況を計測する
事は困難であつた。これを解決するために、海底
設置の波高形を分散して多数配置し、それぞれの
波高の時間軸上の変化率から計る方法が提案され
たが装置が大型になること、個々の波高計の設置
場所を正確に計測しておかねばならない等の欠点
があつた。 As for the latter wave height meter method, in principle, the pressure gauge type and the ultrasonic type, which measures the distance from the seabed to the sea surface, were often used, but in principle, this method measures the height of the water surface directly above. Therefore, even if it was possible to measure changes in wave height, it was difficult to measure the wave direction or the situation in a wide sea area. In order to solve this problem, a method was proposed in which a large number of wave heights installed on the seabed were distributed and measured based on the rate of change of each wave height over time, but this required a large device and the need for individual wave height meters. There were drawbacks such as the need to accurately measure the installation location.
本発明は、海中に設置した2個の直交する固定
探知ビームを有する探知装置を用いることにより
上記欠点を解決し、波浪の進行方向、速度、波長
を広範囲にわたつて容易に観測できるようにした
装置を提供するものである。
The present invention solves the above-mentioned drawbacks by using a detection device installed underwater that has two orthogonal fixed detection beams, making it possible to easily observe the traveling direction, speed, and wavelength of waves over a wide range. It provides equipment.
この発明によれば、海中に設置された音波を利
用した探知装置を用い、垂直面には広く、水平面
には狭い扇形の探知ビームの指向軸を直上の海面
から観測対象範囲の遠方海面までを覆うように向
け、送信パルス波の海面からの戻り散乱波を受信
することによつて、ほぼ探知装置の直上から、探
知ビームの指向軸の向く方向に沿つた海面の線状
領域の各点からの受信波の強弱の情報を得ること
ができる。
According to this invention, a detection device that uses sound waves installed in the sea is used, and the directional axis of the detection beam, which is wide in the vertical plane and narrow in the horizontal plane, is directed from the sea surface immediately above to the distant sea surface in the observation target range. By receiving the return scattered waves of the transmitted pulse wave from the sea surface, the beam can be detected from almost directly above the detection device, and from each point on the linear area of the sea surface along the direction of the detection beam direction axis. Information on the strength and weakness of the received waves can be obtained.
波浪のない平坦な海面においては、順次受信さ
れる戻り散乱波の信号強度は送信後の経過時間、
即ち探知装置からの直距離と共に一様に単純減衰
するものとなるが、波浪がある場合は、波の山部
の探知装置に面した点からの戻り散乱波は強くな
り、谷部の探知装置に相反する面からの戻り散乱
波は弱くなる結果、送信後の受信波強度は波浪の
山部に応じた強弱を示しながら減衰するものとな
り、この強弱(極値)の距離間隔から探知ビーム
の指向軸方向で計測した波の見かけの波長を知る
ことができる。 On a flat sea surface without waves, the signal strength of the returned scattered waves that are received sequentially depends on the elapsed time after transmission,
In other words, it simply attenuates uniformly with the direct distance from the detector, but if there are waves, the return scattered waves from the point facing the detector at the crest of the wave become stronger, and the wave at the trough becomes stronger. As a result, the returned scattered waves from opposite surfaces become weaker, and the received wave intensity after transmission attenuates while showing strengths and weaknesses depending on the crests of the waves, and from the distance interval of this strength (extreme value), the detection beam You can know the apparent wavelength of the wave measured in the direction of the directional axis.
一回の送受信で波長情報を示すデータが得られ
るが、送受信を一定時間間隔で繰返しながら、受
信データの極値部分(波浪の山、谷を示す)の時
単位時間当りの移動距離から波浪の探知ビームの
指向軸方向の見かけ上の波の進行速度を求めるこ
とができる。 Data indicating wavelength information can be obtained by a single transmission and reception, but by repeating transmission and reception at regular intervals, the distance traveled per unit time of the extreme value portions of the received data (indicating wave peaks and troughs) can be measured. The apparent traveling speed of the wave in the direction of the detection beam's directional axis can be determined.
したがつて、探知ビームの指向軸方向が水平面
で直交する2個の探知装置を用いれば、それぞれ
の指向軸方向の波浪の見かけの波長、進行速度を
知ることができ、それぞれの成分の合成演算から
波浪の真の波長、進行方向、進行速度を知ること
ができる。 Therefore, by using two detection devices whose detection beam directions are perpendicular to each other in the horizontal plane, the apparent wavelength and traveling speed of waves in each direction can be determined, and the composite calculation of each component can be performed. This allows us to know the true wavelength, direction, and speed of waves.
次に本発明の実施例について図面を参照して説
明する。第1図は海に設置された探知装置の配置
図、第2図は受信信号の時間経過にともなう強度
の変化図である。
Next, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a layout diagram of a detection device installed in the sea, and FIG. 2 is a diagram showing changes in the strength of a received signal over time.
第1図を参照すると、水平方向には狭く、垂直
方向には広い扇形の探知ビーム3,4を有する音
波探知装置(送受波器)1,2を含み、それぞれ
のビームの指向軸方向は水平面内でそれぞれ直交
するように配置されている。音波探知装置1,2
から発射された送信パルス波は、斜め上方に海面
を照射するように伝ぱんしていく。使用される超
音波周波数は対象とする海面領域の大きさと、、
分解能から選定されるが波長数cmから数mの範囲
が妥当な範囲である。このような波長に対して海
面の反射体としての特性は相対的にかなりの乱反
射面として特性を示し、海面に対し斜め入射した
送信波に対して戻り散乱波を生じ、送信点でこれ
を充分に受信できる。 Referring to FIG. 1, it includes acoustic wave detection devices (transducers) 1 and 2 having fan-shaped detection beams 3 and 4 that are narrow in the horizontal direction and wide in the vertical direction, and the directional axis of each beam is in the horizontal plane. They are arranged so that they are perpendicular to each other. Sonic detection device 1, 2
The transmitted pulse waves emitted from the ship propagate diagonally upward, illuminating the sea surface. The ultrasound frequency used depends on the size of the sea surface area of interest and
The wavelength is selected based on the resolution, but a wavelength range of several centimeters to several meters is a reasonable range. The characteristics of the sea surface as a reflector for such wavelengths are that it exhibits a relatively diffuse reflection surface, and a transmitted wave that is obliquely incident on the sea surface generates a return scattered wave, which is sufficiently reflected at the transmitting point. can be received.
送信後の受信波の状況は、先ず直上の海面から
の反射波が受信され、順次続いてビーム指向方向
に沿つた点(第1図A)から戻り散乱波が受信さ
れる。戻り散乱波強度は山谷に対応して強弱を生
ずることとなり、第2図aに示すような結果とな
る。 Regarding the state of the received waves after transmission, first, reflected waves from the sea surface immediately above are received, and then returned scattered waves are received from a point along the beam direction (A in FIG. 1). The intensity of the returned scattered waves varies depending on the peaks and troughs, resulting in the results shown in FIG. 2a.
超音波探知装置1,2の方向に沿つた面からの
散乱波は強くなり、反対面は散乱が弱くなるが、、
波高が高い場合は波動の進行方向の影になつて受
信波がまつたく受からない場合も生ずる。ここで
波浪が第1図a、6に示す方向に進行している場
合、一般の波浪の進行速度に対して水中音波の伝
ぱん速度は充分に早いので、送受信に要する時間
による影響は無視できる。 The scattered waves from the surface along the direction of the ultrasonic detectors 1 and 2 become stronger, and the scattering from the opposite surface becomes weaker.
If the wave height is high, the received wave may not be received at all because it is in the shadow of the direction of wave movement. If the waves are moving in the directions shown in Figures 1a and 6, the propagation speed of underwater sound waves is sufficiently fast compared to the normal wave speed, so the effect of the time required for transmission and reception can be ignored. .
探知機1,2の指向軸方向の見かけの波長λ1、
λ2は探知、受信信号の山と山(又は谷と谷)の間
隔△γ1、△γ2(第1図a)として求められる。真
の波浪の波長λ(△γ)は波の進行方向6に沿つ
た山と山の間隔で示され、第1図aから理解され
るように次式を用いて得られる。 Apparent wavelength λ 1 in the direction of the pointing axis of detectors 1 and 2,
λ 2 is determined as the interval Δγ 1 , Δγ 2 (FIG. 1a) between the peaks (or troughs) of the detected and received signal. The true wave wavelength λ (Δγ) is indicated by the interval between crests along the wave traveling direction 6, and is obtained using the following equation, as understood from FIG. 1a.
第2図aの受信波が得られた後、一定時間△T
後に次の送信を行なうと、波浪はすでに第1図6
の方向に進行しているため、受信波の山谷に対応
した強弱がずれて第2図bのように受信される。
以下一定間隔△Tで送受信を繰り返すと、第2図
c,dのような受信波が得られる。 After the received wave shown in Figure 2 a is obtained, a certain period of time △T
When the next transmission is made later, the wave is already in Figure 1 6.
Since the received wave is traveling in the direction shown in FIG. 2b, the strength corresponding to the peaks and troughs of the received wave are shifted, and the received wave is received as shown in FIG. 2b.
By repeating transmission and reception at regular intervals ΔT, received waves as shown in FIG. 2 c and d are obtained.
第2図に示す受信波から同一波浪点(例えば波
頂点S)からの受信時間差(△T=t2−t1)と音
波の水中速度とから直交する2つの探知ビームの
発射方向それぞれに関する波浪の移動距離△R1
と△R2が求まる。したがつて各探知ビーム方向
における波浪速度V1とV2は、
V1=△R1/△T
V2=△R2/△T ………(2)
として求まる。 From the reception time difference (△T = t 2 - t 1 ) from the same wave point (for example, wave peak S) and the underwater speed of the sound wave from the received wave shown in Fig. 2, the waves related to the emission directions of the two detection beams that are perpendicular to each other can be determined. moving distance △R 1
and △R 2 can be found. Therefore, the wave velocities V 1 and V 2 in each detection beam direction are determined as V 1 =△R 1 /△T V 2 =△R 2 /△T (2).
ところで、波浪が一波長分移動するに要する時
間△tは反射点の変化率から容易に求められる。
△tは第1図aから明らかなように、指向軸方向
に依存しない。波長λ1(計測値△γ1)、λ2(計測値
△γ2)を△tで除した値は指向軸方向の見かけの
波浪の進行速度V1、V2として定義することがで
きる。 Incidentally, the time Δt required for the wave to move by one wavelength can be easily determined from the rate of change of the reflection point.
As is clear from FIG. 1a, Δt does not depend on the orientation axis direction. The values obtained by dividing the wavelengths λ 1 (measured value Δγ 1 ) and λ 2 (measured value Δγ 2 ) by Δt can be defined as the apparent wave propagation speeds V 1 and V 2 in the directional axis direction.
V1=△γ1/△t
V2=△γ2/△t
一方、真の波浪の進行速度Vは真の波長λを△
tで除した次式で得られる。 V 1 = △γ 1 / △t V 2 = △γ 2 / △t On the other hand, the true wave speed V is the true wavelength λ.
It is obtained by the following formula divided by t.
実際の演算処理は前述(2)式に従つてV1、V2を
求めることができる。 In actual arithmetic processing, V 1 and V 2 can be determined according to the above-mentioned equation (2).
波浪の進行方向6の角度θは第2図aの探知機
指向軸方向を基準として次式で求められる。 The angle θ of the direction of movement 6 of the waves is determined by the following equation with reference to the direction of the detector orientation axis shown in FIG. 2a.
〔効果〕
本発明は以上説明したように、海中に固定設置
された2個の探知ビームを有する探知装置(送受
波器)を用いて海面からの反射波を受信し、この
反射波信号を(1)、(3)または(4)式に従つて信号処理
することによつて波の進行方向、進行速度、波長
を容易に知ることができるものである。本発明に
よれば探知装置は海中に設置されるので洋上船舶
の通行には支障がなく、また深海にも容易にアン
カリング出来る波長を有する。また探知装置には
機械的な可動部は必要なく、構造も簡単であると
いう特長を有している。 [Effect] As explained above, the present invention receives reflected waves from the sea surface using a detection device (transducer) having two detection beams fixedly installed in the sea, and converts this reflected wave signal into ( By processing signals according to equations 1), (3), or (4), the traveling direction, traveling speed, and wavelength of the waves can be easily determined. According to the present invention, since the detection device is installed under the sea, it does not interfere with the passage of ships on the ocean, and has a wavelength that allows easy anchoring even in the deep sea. The detection device also has the advantage of not requiring any mechanical moving parts and having a simple structure.
第1図a及びbは本発明の一実施例の装置の配
置を示す平面図及び垂直断面図、第2図a〜dは
第1図に示した実施例で得られた受信信号の時間
経過を示す図である。
1,2……探知装置、3,4……探知装置1,
2の探知ビーム、5……波浪の波頭、6……波浪
の進行方向。
Figures 1a and 1b are plan views and vertical cross-sectional views showing the arrangement of an apparatus according to an embodiment of the present invention, and Figures 2a to d are time courses of received signals obtained in the embodiment shown in Figure 1. FIG. 1, 2...detection device, 3, 4...detection device 1,
2. Detection beam, 5... Wave crest, 6... Wave direction.
Claims (1)
広く、水平面には狭い2つの探知ビームを同時に
直上の海面から観測対象範囲の遠方水面までを覆
うように所定時間間隔で発射し、 前記探知ビームに応答する反射信号のレベル極
値(極大又は極小)信号を水面反射信号とし、前
記極値間の時間差と音波の水中速度とから各探知
ビーム方向の波浪の波頂又は波底間距離△γ1と△
γ2を求め、前記波浪の真の波長λを λ=△γ1・△γ2/√△1 2+△2 2 として観測することと、 同一方向に発射された2つの前記探知ビームに
応答する同一波浪点からの反射信号の受信時間差
と音波の水中速度とから求まる前記波浪の各探知
ビーム発射方向の移動距離△R1、△R2と、前記
同一方向への2つの探知ビーム発射間隔△Tとか
ら前記2つの探知ビーム方向の波浪の速度成分
V1、V2および真の進行速度Vを V1=△R1/△T V2=△R2/△T V=V1・V2/√1 2+2 2 として観測することと、 前記波浪の進行方向(角度)θを、前記△R1、
△R2又はV1、V2を用いた三角関数式で観測する
ことのうち少なくとも一つを観測することを特徴
とする波浪観測方法。[Claims] 1. Two detection beams whose directional axes are orthogonal in the horizontal plane, wide in the vertical plane and narrow in the horizontal plane, are simultaneously set for a predetermined period of time to cover from the sea surface immediately above to the water surface far away in the observation target range. The signal is emitted at intervals, and the level extreme value (maximum or minimum) signal of the reflected signal in response to the detection beam is taken as a water surface reflection signal, and the waves in the direction of each detection beam are determined from the time difference between the extreme values and the underwater velocity of the sound wave. Distance between crest or wave bottom △γ 1 and △
γ 2 and observe the true wavelength λ of the wave as λ=△γ 1・△γ 2 /√△ 1 2 +△ 2 2 , and in response to the two detection beams emitted in the same direction. The moving distance △R 1 , △R 2 of the wave in each detection beam emission direction, which is determined from the reception time difference of reflected signals from the same wave point and the underwater speed of the sound wave, and the interval between the two detection beams in the same direction. Wave velocity components in the two detection beam directions from △T
Observing V 1 , V 2 and the true traveling speed V as V 1 = △R 1 / △T V 2 = △R 2 / △T V = V 1 · V 2 /√ 1 2 + 2 2 , The traveling direction (angle) θ of the waves is the ΔR 1 ,
A wave observation method characterized by observing at least one of observation using a trigonometric function formula using ΔR 2 or V 1 and V 2 .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4140379A JPS55134314A (en) | 1979-04-05 | 1979-04-05 | Wave observation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4140379A JPS55134314A (en) | 1979-04-05 | 1979-04-05 | Wave observation device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS55134314A JPS55134314A (en) | 1980-10-20 |
| JPH037885B2 true JPH037885B2 (en) | 1991-02-04 |
Family
ID=12607395
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4140379A Granted JPS55134314A (en) | 1979-04-05 | 1979-04-05 | Wave observation device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS55134314A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58174867A (en) * | 1982-04-08 | 1983-10-13 | Marine Instr Co Ltd | Direct entry type wave height meter with sound source for informing installing position |
| JPS6355417A (en) * | 1986-08-15 | 1988-03-09 | Ishikawajima Harima Heavy Ind Co Ltd | Wave prediction method |
| JP3533260B2 (en) * | 1995-04-06 | 2004-05-31 | 日本無線株式会社 | Wave period detector |
-
1979
- 1979-04-05 JP JP4140379A patent/JPS55134314A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS55134314A (en) | 1980-10-20 |
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