JPH0777451A - Water level measuring device - Google Patents

Water level measuring device

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Publication number
JPH0777451A
JPH0777451A JP5170993A JP17099393A JPH0777451A JP H0777451 A JPH0777451 A JP H0777451A JP 5170993 A JP5170993 A JP 5170993A JP 17099393 A JP17099393 A JP 17099393A JP H0777451 A JPH0777451 A JP H0777451A
Authority
JP
Japan
Prior art keywords
water level
image
camera
water surface
water
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
JP5170993A
Other languages
Japanese (ja)
Inventor
Tsuneo Suzuki
恒夫 鈴木
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.)
Anritsu Corp
Original Assignee
Anritsu 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 Anritsu Corp filed Critical Anritsu Corp
Priority to JP5170993A priority Critical patent/JPH0777451A/en
Publication of JPH0777451A publication Critical patent/JPH0777451A/en
Pending legal-status Critical Current

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  • Measurement Of Levels Of Liquids Or Fluent Solid Materials (AREA)

Abstract

PURPOSE:To provide a water level measuring device measuring the water level of a river or the like via image processing, not required to be installed in the stream of the river, simple to install and maintain, and not broken at the time of a heavy rain. CONSTITUTION:The same water surface is photographed from different directions by the first and second television cameras arranged on a straight line at the uniform distance from the water surface to be measured. A field angle difference is generated between the image pickup patterns of the first and second images by the water level of the water surface, thus the water level is calculated. Feature points (waves or a floating object) on the water surface are acquired by a correlator to extract the field angle difference between the first and second images.

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、河川等の水位を画像処
理により計測する水位計測装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water level measuring device for measuring the water level of a river or the like by image processing.

【0002】[0002]

【従来の技術】従来、この種の水位計測装置には、フロ
ート式がある。これは水面に浮かべたフロートが、水面
の昇降により昇降するのを利用したものである。そのた
め、川の流れや、ゴミ等の付着で、精度、メンテナンス
等に問題があった。そのため、テレビカメラを使用し、
画像処理で水位を測定する手段が考えられた。従来の一
例が、特開平3−170029号公報に記載されてい
る。図10を参照すると、テレビカメラにより観測井内
の水面を撮影して水面画像を出力させ、このテレビカメ
ラが得た一定領域の画面イメージにおける水面画像のサ
イズに基づき、テレビカメラの観測点から水面までの距
離を求めるものである。また、他の従来例が、特開昭6
3−66410号公報に記載されている。図11を参照
すると、メモリを付してある目標物を河川の水面から突
出するように配置する。この目標物をテレビカメラで撮
影し、そのビデオ信号から水位を算出するものである。
2. Description of the Related Art Conventionally, there is a float type water level measuring device of this type. This is because the float floated on the surface of the water moves up and down as the surface of the water moves up and down. Therefore, there are problems in accuracy, maintenance, etc. due to the flow of the river and the adhesion of dust and the like. Therefore, using a TV camera,
A means to measure the water level by image processing was considered. A conventional example is described in JP-A-3-170029. Referring to FIG. 10, the water surface in the observation well is photographed by the TV camera, and the water surface image is output. Based on the size of the water surface image in the screen image of a certain area obtained by the TV camera, from the observation point of the TV camera to the water surface. To find the distance. Another conventional example is Japanese Patent Laid-Open No.
No. 3-66410. Referring to FIG. 11, the target object with the memory is arranged so as to project from the water surface of the river. This target is photographed by a TV camera and the water level is calculated from the video signal.

【0003】[0003]

【発明が解決しようとする課題】しかし、これらの従来
の水位計測装置では、河川の流れの中に装置を設置する
ため、工事費が高く、大雨時等に破損し易く、しかもメ
ンテナンスも困難という問題があった。本発明はこのよ
うな事情にかんがみてなされたものであり、非接触遠隔
計測とすることにより上記欠点を解決することを課題と
する。
However, in these conventional water level measuring devices, since the device is installed in the flow of the river, the construction cost is high, it is easily damaged during heavy rain, etc., and the maintenance is also difficult. There was a problem. The present invention has been made in view of such circumstances, and an object of the present invention is to solve the above-mentioned drawbacks by non-contact telemetry.

【0004】[0004]

【課題を解決するための手段】上記課題を解決するため
に本発明の水位計測装置においては、図3で示すよう
に、計測対象水面から等距離にある直線上に配置した2
台のテレビカメラで同一水面を撮影する。この水面の水
位により2台のテレビカメラ画像の撮像パターンに画角
差が生じることにより水位を演算する。2台のテレビカ
メラ画像の画角差抽出は、画像処理によって水面の特徴
点(波、浮遊物等)をとらえて行う。具体的には、〜
を備えた構成とした。 計測対象水面を互いに異なった方向から撮影する第1
及び第2の撮像手段(テレビカメラ)、 第1及び第2の撮像手段で撮影された第1及び第2の
画像を記憶する記憶手段、 第1及び第2の画像のそれぞれ一部の類似度を比較し
て、最も類似している第1の画像中の類似領域(特徴
点)と第2の画像中の類似領域(特徴点)とを検出する
検出手段、 少なくとも第1の画像中の類似領域の位置と第2の画
像中の類似領域の位置との一方を用いて計測対象水面の
水位を演算する演算手段。
In order to solve the above problems, in the water level measuring device of the present invention, as shown in FIG. 3, the water level measuring device is arranged on a straight line that is equidistant from the water surface to be measured.
The same water surface is shot with two TV cameras. The water level is calculated by causing a difference in angle of view between the image pickup patterns of the two TV camera images due to the water level on the water surface. The angle of view difference extraction between the two TV camera images is performed by capturing the characteristic points (waves, floating substances, etc.) on the water surface by image processing. In particular,~
It was configured with. The first to image the water surface to be measured from different directions
And a second image pickup means (television camera), a storage means for storing the first and second images taken by the first and second image pickup means, and a degree of similarity of part of each of the first and second images. And detecting a similar region (feature point) in the first image and a similar region (feature point) in the second image that are most similar to each other, at least similarity in the first image Calculation means for calculating the water level of the water surface to be measured using one of the position of the region and the position of the similar region in the second image.

【0005】[0005]

【作用】このように構成された水位計測装置によれば、
計測対象水面から等距離にある直線上に第1及び第2の
撮像手段を配置した場合、図4で示す関係式により水位
を求める。第1の撮像手段の水平画素数をS、第1の撮
像手段の水平画角を2φ、第1の撮像手段と第2の撮像
手段の間隔を2L、第1の撮像手段の水平角をθとする
と、第1の撮像手段と第2の撮像手段の垂直2等分線O
−M上の点Pn類似領域(特徴点)が第1の撮像手段の
撮影画像の左からn画素目にあるとき、関係式 OPn=L・tanλ=L・tan(θ+φ−2φ・n/S)・・・(1) が成立する。さらに、予め基準位置でOPsを求めてお
く。その時の水位と、OPsと、数1で求めたOPnよ
り、水位を求める(図8の関係にある)。
According to the water level measuring device configured as described above,
When the first and second imaging means are arranged on a straight line that is equidistant from the water surface to be measured, the water level is obtained by the relational expression shown in FIG. The number of horizontal pixels of the first image pickup means is S, the horizontal angle of view of the first image pickup means is 2φ, the interval between the first image pickup means and the second image pickup means is 2L, and the horizontal angle of the first image pickup means is θ. Then, the vertical bisector O of the first image pickup means and the second image pickup means
When the point Pn similar region (feature point) on −M is at the n-th pixel from the left of the captured image of the first imaging unit, the relational expression OPn = L · tan λ = L · tan (θ + φ-2φ · n / S ) ... (1) is established. Further, OPs is obtained in advance at the reference position. The water level is obtained from the water level at that time, OPs, and OPn obtained from Equation 1 (the relationship is shown in FIG. 8).

【0006】[0006]

〔第1の実施例〕[First Embodiment]

(機器設置例の説明)図5は、本発明を設置した例を示
す外観図である。図に示すように、撮像手段としての2
台のテレビカメラは、河川の水面から堤防を隔てた道路
脇に設置された、鉄塔に備えられている。テレビカメラ
の他に、投光器を備え夜間でも水位を測定できるように
している。2台のテレビカメラは、同一水面を撮影する
ように設置角度が調整される。また、テレビカメラの画
像出力は、他の場所に設置された処理装置に伝送され、
水位が求まる。つまり、水面の遠隔画像監視を実現して
いる。
(Explanation of Equipment Installation Example) FIG. 5 is an external view showing an example in which the present invention is installed. As shown in FIG.
A TV camera is installed on a tower, which is installed on the side of the road separating the bank from the surface of the river. In addition to the TV camera, it is equipped with a floodlight so that the water level can be measured even at night. The installation angles of the two TV cameras are adjusted so that the same water surface is photographed. Also, the image output of the TV camera is transmitted to the processing device installed in another place,
The water level is obtained. That is, remote image monitoring of the water surface is realized.

【0007】(構成の説明)図1は、本発明の第1の実
施例を示すブロック図である。水面から等距離にある直
線上に配置した第1のテレビカメラ1と、第2のテレビ
カメラ2は、川の水面を撮影する。その画像信号をそれ
ぞれ第1のA/D変換器3と、第2のA/D変換器4で
デジタル信号に変換する。そのデジタル信号をそれぞれ
第1の画像メモリ5と、第2の画像メモリ6で記憶す
る。それぞれ記憶された画像データを、第1及び第2の
画像分割手段7、8で分割する。その分割されたそれぞ
れのデータの類似度を比較するため相関器9で相関をと
る。相関されたデータから、特徴点を抽出回路10で抽
出する。その抽出された特徴点の画素位置を、画素数算
出手段11で求める。水位算出手段12は、その画素位
置と、基準値設定手段13で予め設定された基準データ
に基づいて、水位を算出する。
(Description of Configuration) FIG. 1 is a block diagram showing a first embodiment of the present invention. The first TV camera 1 and the second TV camera 2 arranged on a straight line that is equidistant from the water surface photograph the water surface of the river. The image signals are converted into digital signals by the first A / D converter 3 and the second A / D converter 4, respectively. The digital signals are stored in the first image memory 5 and the second image memory 6, respectively. The stored image data is divided by the first and second image dividing means 7 and 8. Correlation is performed by the correlator 9 in order to compare the similarities of the respective divided data. A feature point is extracted by the extraction circuit 10 from the correlated data. The pixel position of the extracted feature point is calculated by the pixel number calculation means 11. The water level calculation means 12 calculates the water level based on the pixel position and the reference data preset by the reference value setting means 13.

【0008】なお、第1のテレビカメラ1と、第2のテ
レビカメラ2の撮影時間をずらして、A/D変換器を共
用することもできる。時間差が1フレーム(1/30
秒)程度では、計測対象水面の映像に差はでない。ま
た、1台のテレビカメラを時分割で使用する構成もあ
る。つまり、ほぼ同一の水面の画像を、ほぼ同一時間に
異なった方向からテレビカメラに導く光学手段で構成す
る。
It is also possible to share the A / D converter by shifting the photographing times of the first television camera 1 and the second television camera 2. Time difference is 1 frame (1/30
However, there is no difference in the image of the water surface to be measured. There is also a configuration in which one TV camera is used in a time division manner. In other words, it is composed of optical means for guiding images of almost the same water surface to the television camera from different directions at substantially the same time.

【0009】(処理の説明)図2は、実施例の処理を説
明するためのフローチャートである。第1のテレビカメ
ラ1と第2のテレビカメラ2から画像信号を入力する
(a)。画面を水平方向中心線に沿った小領域(本実施
例では、9画素×9画素とした。)に分割する(b)。
第1のテレビカメラ1と第2のテレビカメラ2の画像の
対応する小領域間の相関係数を演算する(c)。求めた
相関係数の最大となる小領域を抽出する(d)。対応す
る最大相関係数の、第1のテレビカメラ1の画像におけ
る左からの画素数を算出する(e)。第1のテレビカメ
ラ1から水面までの距離を数1で演算する(f)。その
距離と基準値設定手段13で予め設定された基準データ
に基づいて、第1のテレビカメラ1から水面までの垂直
距離を、数1で求める(g)。その垂直距離と、予め計
測した基準位置の水位とから、求めるべき水位を算出す
る(h)。なお、(g)で求める垂直距離は、図6
(b)で示すように、hn=OPn・cosσで求める
こともできる。ここで、σは、テレビカメラの仰角を示
す。
(Explanation of Processing) FIG. 2 is a flow chart for explaining the processing of the embodiment. Image signals are input from the first TV camera 1 and the second TV camera 2 (a). The screen is divided into small regions (9 pixels × 9 pixels in this embodiment) along the horizontal center line (b).
The correlation coefficient between the corresponding small areas of the images of the first TV camera 1 and the second TV camera 2 is calculated (c). A small area having the maximum calculated correlation coefficient is extracted (d). The number of pixels from the left in the image of the first television camera 1 of the corresponding maximum correlation coefficient is calculated (e). The distance from the first television camera 1 to the water surface is calculated by the equation 1 (f). The vertical distance from the first television camera 1 to the surface of the water is calculated by Equation 1 based on the distance and the reference data preset by the reference value setting means 13 (g). The water level to be obtained is calculated from the vertical distance and the water level at the reference position measured in advance (h). The vertical distance determined by (g) is shown in FIG.
As shown in (b), it can also be obtained by hn = OPn · cosσ. Here, σ indicates the elevation angle of the television camera.

【0010】(実験例の説明)図6は本発明の第1の実
施例の配置を示す構成図、図7は画像例を示す図、図8
は計算を説明するための垂直矢視図である。図6の構成
にて、水槽に水を張り、第1のテレビカメラ1と第2の
テレビカメラ2で水槽を撮影する。その水槽の水位を可
変して、第1のテレビカメラ1と第2のテレビカメラ2
の撮像画角より変位量を算出する。図6(a)は、水平
矢視図、(b)は、垂直矢視図を示す。第1のテレビカ
メラ1及び第2のテレビカメラ2のレンズをf=50m
mとし、図4でのθ=79°、φ=5°、L=100c
mとした。また、特徴点となる浮遊物として浮きを水面
に浮かべた。図7(a)は、水位が80cmのときの画
像を示し、図7(b)は、水位が60cmのときの画像
を示し、また図7(c)は、水位が35cmのときの画
像を示す。ここで、画面上の×印は、特徴点となる位置
を示す。
(Explanation of Experimental Example) FIG. 6 is a block diagram showing the arrangement of the first embodiment of the present invention, FIG. 7 is a diagram showing an image example, and FIG.
FIG. 6 is a vertical arrow view for explaining calculation. With the configuration of FIG. 6, water is filled in the water tank, and the water tank is photographed by the first TV camera 1 and the second TV camera 2. By changing the water level of the tank, the first TV camera 1 and the second TV camera 2
The displacement amount is calculated from the angle of view of the captured image. FIG. 6A is a horizontal arrow view, and FIG. 6B is a vertical arrow view. The lens of the first TV camera 1 and the second TV camera 2 is set to f = 50 m.
m, θ = 79 °, φ = 5 °, L = 100c in FIG.
m. In addition, a float was floated on the water surface as a floating material that was a feature point. 7A shows an image when the water level is 80 cm, FIG. 7B shows an image when the water level is 60 cm, and FIG. 7C shows an image when the water level is 35 cm. Show. Here, the X mark on the screen indicates a position that is a feature point.

【0011】図7(a)で第1のテレビカメラの特徴点
の位置は、367画素目となる。式1より、OP367 =
427cmが算出される。図7(b)で第1のテレビカ
メラの特徴点の位置は、256画素目となる。式1よ
り、OP256 =512cmが算出される。図7(c)で
第1のテレビカメラの特徴点の位置は、153画素目と
なる。式1より、OP153 =632cmが算出される。
ここで、水位60cmを基準位置として、他の水位を算
出する手段を図8を参照して説明する。川底からテレビ
カメラの設置高さ(O点)は、図6(b)より174c
mである。ゆえに、hc=114cmとなる。図7
(a)の水位の算出を説明する。P367 に対応するha
は、114/513=ha/427の式から、ha=9
5cmが求められる。基準位置からの変位量が、114
−95=19cmである。水位は、60+19=79c
mとなり、分解能1cmで求められる。図7(c)の水
位の算出を説明する。P153 に対応するhcは、114
/513=ha/632の式から、hc=140cmが
求められる。基準位置からの変位量が、114−140
=−26cmである。水位は、60−26=34cmと
なり、分解能1cmで求められる。
In FIG. 7A, the position of the characteristic point of the first television camera is the 367th pixel. From equation 1, OP367 =
427 cm is calculated. In FIG. 7B, the position of the characteristic point of the first television camera is the 256th pixel. From Expression 1, OP256 = 512 cm is calculated. In FIG. 7C, the position of the feature point of the first television camera is the 153rd pixel. From Expression 1, OP153 = 632 cm is calculated.
Here, a means for calculating another water level with the water level of 60 cm as a reference position will be described with reference to FIG. The installation height (point O) of the TV camera from the river bottom is 174c from FIG. 6 (b).
m. Therefore, hc = 114 cm. Figure 7
The calculation of the water level in (a) will be described. Ha corresponding to P367
From the formula of 114/513 = ha / 427, ha = 9
5 cm is required. The amount of displacement from the reference position is 114
-95 = 19 cm. The water level is 60 + 19 = 79c
m, and the resolution is 1 cm. Calculation of the water level in FIG. 7C will be described. Hc corresponding to P153 is 114
From the formula of / 513 = ha / 632, hc = 140 cm is obtained. The amount of displacement from the reference position is 114-140
= -26 cm. The water level is 60-26 = 34 cm, and the resolution is 1 cm.

【0012】(他の実験例)本実験例は、第1のテレビ
カメラ1及び第2のテレビカメラ2のレンズをf=10
0mmとし、図4でのθ=84.3°、φ=2.5°、
L=300cmとした。この構成により、計測範囲は、
テレビカメラ設置面から6.95m〜17.89m、分
解能は0.9cm〜8.8cmとなる。このときの基準
位置は、OPs=30m、hs=10mとした。以上、
デジタル処理で説明したが、カメラ、相関処理等はアナ
ログ系(例えば、同一出願人による特公昭60−343
17号公報「テレビ画像アナログ相関装置」)であって
も可能であることは、言うまでもない。
(Other Experimental Example) In this experimental example, the lenses of the first television camera 1 and the second television camera 2 are f = 10.
0 mm, θ = 84.3 ° in FIG. 4, φ = 2.5 °,
L = 300 cm. With this configuration, the measurement range is
6.95 m to 17.89 m from the TV camera installation surface, and the resolution is 0.9 cm to 8.8 cm. The reference positions at this time were OPs = 30 m and hs = 10 m. that's all,
Although the digital processing has been described, the camera, the correlation processing and the like are analog type (for example, Japanese Patent Publication No. 60-343 by the same applicant.
It is needless to say that it is possible even with the publication No. 17 “TV image analog correlation device”).

【0013】〔第2の実施例〕図9は、本発明の第2の
実施例を示す概念図である。第2の実施例は、第1のテ
レビカメラ1と、第2のテレビカメラ2から対象物が等
距離にない場合の例である。図9に示すように、第1の
テレビカメラ1でa画素位置、第2のテレビカメラ2で
b画素位置に対象物(相関処理で求めた特徴点)が検出
されたとする。第1のテレビカメラ1と、第2のテレビ
カメラ2のそれぞれ水平画角2φ、設置水平角θと、a
の値からθa、bの値からθbが求まる。三角測量の原
理により、θa、θb、2L(第1のテレビカメラ1
と、第2のテレビカメラ2間の距離)を用いて、対象物
までの距離Dが求まる。
[Second Embodiment] FIG. 9 is a conceptual diagram showing a second embodiment of the present invention. The second embodiment is an example in which the object is not equidistant from the first TV camera 1 and the second TV camera 2. As shown in FIG. 9, it is assumed that the first TV camera 1 detects an object (a feature point obtained by the correlation process) at the a pixel position and the second TV camera 2 detects the b pixel position. The first TV camera 1 and the second TV camera 2 each have a horizontal angle of view 2φ, an installation horizontal angle θ, and a
Θa is obtained from the value of, and θb is obtained from the value of b. According to the principle of triangulation, θa, θb, 2L (first TV camera 1
And the distance between the second TV cameras 2), the distance D to the object is obtained.

【0014】〔第3の実施例〕第1の実施例では、特徴
点を求める手段として、水平方向中心線に沿った9画
素×9画素の小領域に分割する。画像の対応する小領
域間の相関係数を演算する。求めた相関係数の最大と
なる小領域を抽出する。これに対して第3の実施例で
は、特徴点を求める手段として、画面の任意個所をX
画素×X画素の中領域に分割する。画像の対応する中
領域間の相関係数を演算する。求めた相関係数の最大
となる中領域を抽出する。抽出した中領域をY(X>
Y)画素×Y画素の小領域(例えば、9画素×9画素)
に分割する。画像の対応する小領域間の相関係数を演
算する。求めた相関係数の最大となる小領域を抽出す
る。さらににおいて、小領域の画素領域を、1画素単
位で移動し、最大となる画素位置を抽出することによ
り、1画素に相当する精度で距離の算出ができる。
[Third Embodiment] In the first embodiment, as a means for obtaining a feature point, the feature area is divided into small regions of 9 pixels × 9 pixels along the horizontal center line. Compute a correlation coefficient between corresponding small areas of the image. A small area having the largest correlation coefficient is extracted. On the other hand, in the third embodiment, as a means for obtaining the feature points, an arbitrary portion of the screen is marked with X.
Divide into a middle area of pixels × X pixels. Compute the correlation coefficient between corresponding middle regions of the image. The middle area having the maximum calculated correlation coefficient is extracted. The extracted middle region is Y (X>
Y) pixel × Y pixel small area (for example, 9 pixels × 9 pixels)
Split into. Compute a correlation coefficient between corresponding small areas of the image. A small area having the largest correlation coefficient is extracted. Further, by moving the pixel area of the small area in units of one pixel and extracting the maximum pixel position, the distance can be calculated with the accuracy equivalent to one pixel.

【0015】なお、類似度の検出手段として、相関器を
用いたが、これに限るものではない。例えば、二つのパ
ターンを重ねあわせ、それぞれの位置で差分をとる。差
分を二乗し、小領域全体でたしあわせる。この値が小さ
いほど、二つのパターンは類似していることになる。ま
た、小領域を9画素×9画素の例を示したが、この画素
数は、テレビカメラから測定対象水面までの距離、特徴
点となる波の大きさ等により定められる。また、テレビ
カメラは、河川監視として使用される場合もある。その
場合は、監視者がテレビ画面を監視し、水位を測定する
際に小領域の画素数を、遠隔で設定することができる。
Although the correlator is used as the similarity detection means, the invention is not limited to this. For example, two patterns are superposed and a difference is obtained at each position. Square the difference and add together in the small area. The smaller this value is, the more similar the two patterns are. In addition, although an example in which the small region has 9 pixels × 9 pixels is shown, the number of pixels is determined by the distance from the television camera to the water surface to be measured, the size of the wave serving as the characteristic point, and the like. In addition, the television camera may be used for river monitoring. In that case, the observer can remotely set the number of pixels in the small area when monitoring the television screen and measuring the water level.

【0016】[0016]

【発明の効果】本発明は、以上説明したように、計測対
象水面から等距離にある直線上に配置した2台のテレビ
カメラで同一水面を撮影する。この水面の水位により2
台のテレビカメラ画像の撮像パターンに画角差が生じる
ことにより水位を演算する。2台のテレビカメラ画像の
画角差抽出は、画像処理によって水面の特徴点(波、浮
遊物等)をとらえて行う。そのため、河川の流れの中に
装置を設置する必要がなく、工事、メンテナンスが簡単
であり、大雨時等で破損することがない。
As described above, according to the present invention, the same water surface is photographed by two television cameras arranged on a straight line equidistant from the water surface to be measured. 2 depending on this water level
The water level is calculated based on the difference in the angle of view between the image pickup patterns of the television camera images. The angle of view difference extraction between the two TV camera images is performed by capturing the characteristic points (waves, floating substances, etc.) on the water surface by image processing. Therefore, it is not necessary to install the device in the flow of the river, the construction and the maintenance are easy, and it is not damaged by heavy rain.

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

【図1】本発明の第1の実施例を示すブロック図。FIG. 1 is a block diagram showing a first embodiment of the present invention.

【図2】本発明の第1の実施例を示すフローチャト。FIG. 2 is a flow chart showing a first embodiment of the present invention.

【図3】本発明の計測原理を説明するための図。FIG. 3 is a diagram for explaining the measurement principle of the present invention.

【図4】本発明の計測原理の関係式を説明する図。FIG. 4 is a diagram illustrating a relational expression of the measurement principle of the present invention.

【図5】本発明を設置した例を示す外観図。FIG. 5 is an external view showing an example in which the present invention is installed.

【図6】本発明の第1の実施例の配置を示す構成図。FIG. 6 is a configuration diagram showing an arrangement of a first embodiment of the present invention.

【図7】本発明の第1の実施例での画像例を示す図。FIG. 7 is a diagram showing an image example according to the first embodiment of the present invention.

【図8】本発明の第1の実施例での計算を説明するため
の垂直矢視図。
FIG. 8 is a vertical arrow view for explaining calculation in the first embodiment of the present invention.

【図9】本発明の第2の実施例の計測原理を説明するた
めの図。
FIG. 9 is a diagram for explaining the measurement principle of the second embodiment of the present invention.

【図10】従来の水位測定装置を示す構成図。FIG. 10 is a configuration diagram showing a conventional water level measuring device.

【図11】従来の他の水位測定装置を示す構成図であ
る。
FIG. 11 is a configuration diagram showing another conventional water level measuring device.

【符号の説明】[Explanation of symbols]

1…第1の撮像手段(第1のテレビカメラ)、2…第2
の撮像手段(第1のテレビカメラ)、3…第1のA/D
変換器、4…第2のA/D変換器、5…記憶手段(第1
の画像メモリ)、6…記憶手段(第2の画像メモリ)、
7…検出手段(第1の画像分割手段)、8…検出手段
(第2の画像分割手段)、9…検出手段(相関器)、1
0…検出手段(抽出回路)、11…演算手段(画素数算
出手段)、12…演算手段(水位算出手段)、13…基
準値設定手段。
1 ... First imaging means (first television camera), 2 ... Second
Image pickup means (first TV camera), 3 ... First A / D
Converter, 4 ... second A / D converter, 5 ... storage means (first
Image memory), 6 ... storage means (second image memory),
7 ... Detecting means (first image dividing means), 8 ... Detecting means (second image dividing means), 9 ... Detecting means (correlator), 1
0 ... Detection means (extraction circuit), 11 ... Calculation means (pixel number calculation means), 12 ... Calculation means (water level calculation means), 13 ... Reference value setting means.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】計測対象水面を互いに異なった方向から撮
影する第1及び第2の撮像手段(1、2)と、該第1及
び第2の撮像手段で撮影された第1及び第2の画像を記
憶する記憶手段(5、6)と、該第1及び第2の画像の
それぞれ一部の類似度を比較して、最も類似している第
1の画像中の類似領域と第2の画像中の類似領域とを検
出する検出手段(7、8、9、10)と、少なくとも該
第1の画像中の類似領域の位置と該第2の画像中の類似
領域の位置との一方を用いて計測対象水面の水位を演算
する演算手段(11、12)とを備えた水位計測装置。
1. A first and second imaging means (1, 2) for photographing the water surface to be measured from different directions, and first and second imaging means for photographing by the first and second imaging means. The storage means (5, 6) for storing the image is compared with the similarity of a part of each of the first and second images, and the most similar region in the first image and the second similarity region in the second image are compared. A detection means (7, 8, 9, 10) for detecting a similar region in the image, and at least one of the position of the similar region in the first image and the position of the similar region in the second image. A water level measuring device provided with a calculation means (11, 12) for calculating the water level of the water surface to be measured by using it.
JP5170993A 1993-06-17 1993-06-17 Water level measuring device Pending JPH0777451A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5170993A JPH0777451A (en) 1993-06-17 1993-06-17 Water level measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5170993A JPH0777451A (en) 1993-06-17 1993-06-17 Water level measuring device

Publications (1)

Publication Number Publication Date
JPH0777451A true JPH0777451A (en) 1995-03-20

Family

ID=15915131

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5170993A Pending JPH0777451A (en) 1993-06-17 1993-06-17 Water level measuring device

Country Status (1)

Country Link
JP (1) JPH0777451A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012202794A (en) * 2011-03-25 2012-10-22 Tokyo Electric Power Co Inc:The Water level measurement device and water level measurement method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012202794A (en) * 2011-03-25 2012-10-22 Tokyo Electric Power Co Inc:The Water level measurement device and water level measurement method

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