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      Coastal survey by 
      video-image  
 Yasutoshi Tsuji, Oshiaki 
      Takahashi, Minoru KomiyaAsia Air Survey Co.
 2-16, Tsurumaki 5, 
      Setagaya-ku, Tokyo, Japan
 
 Introduction
 High 
      waves surging on to the coasts are causing great erosion. To prevent this, 
      breakwaters, offshore embankments, and man-made reefs have been set up. 
      Information concerning these waves and the state of the flow is 
      indispensable for the planning and design for construction and for the 
      management and maintenance after construction.
 
 However, it is 
      dangerous to investigate the waves and the state of flow of the sea during 
      high waves because of many ensuing difficulties. On the other hand, there 
      is a limit to the value of photographs taken from an airplane because of 
      the lack of continuity. Consequently, we developed a new method, a 
      video-image taken from a helicopter, for investigating the waves and the 
      state of flow.
 
 Objectives of the survey
 The objectives 
      of the survey are to obtain
 
        Contents of the surveyA one-minute flow-direction and flow-velocity chart (vector diagram) 
        and
 
A wave-peak-line variation diagram at 3-second intervals from the 
        continuously obtained videos.  
        Determination of the Reference PointsThe design and manufacture of floats for Measuring he flow-Direction 
        and the Flow-Velocity.
 A float must be used to obtain the 
        flow-direction and flow-velocity char and it must satisfy the following 
        conditions.
 
 
 
          We designed and produced a float, which satisfies 
        hese conditions. Fig. 1 shows the appearance of the float.Because a float is used during high waves when a ship cannot be 
          used, it must be an airdrops type.
 
A float must b identifiable on a video screen.
 
A float must move with the current, not be driven by wind.
 
Since the area of the sea o be investigated is within 500 m x 600 
          m and the video screen is made up of 525 scanning lines, the width of 
          a float must be at least more than the width covered by one scanning 
          line.
 
 
 
 ![]()  Fig.1 Structure of the float for 
        investigation  
 In order to calculate 
        the positions of the float and the wave-peak lines, reference points 
        were set up on the sea and on the land before photographing.
 
 Airdrop of the Float
 
 During high waves when a ship could not 
        be used, the float was dropped from a special helicopter for this 
        purpose a approximately 5 meters above the sea surface.
 
 Video Pictures
 
 A helicopter to take the video pictures flew 
        at a ground speed close to hovering at an altitude of approximately 
        1,000 metros over the area o be surveyed. The videos were taken for 
        about one hour. As the video camera was placed on a special 
        vibration-proof stand outside the helicopter, very stable pictures were 
        obtained. The video system was completely remote-controlled from inside 
        the helicopter. Measurement and analyses
 
        ConclusionAnalyses of the Flow-Direction and the Flow-Velocity 
        (Vectors)
 The measurements of the flow-directions and the 
        flow-velocities do not cause problem if the positions between the float 
        and the reference points are clear like those n the photograph. However, 
        since the resolution of video pictures is inferior to that of 
        phonographs, a hard copy of he video pictures enhanced by a special 
        device was used for measuring.
 
 The pictures for obtaining the 
        position of the float were taken every 10 seconds and then they were 
        expressed in one minute units. The results of the analysis are shown in 
        fig. 2.
 
 
 ![]()  ![]()  Fig. 2 Vector 
        Chart of the Periphery of Man-made Reefs 
Wave-peak-line Analyses
 We analyzed how the wave-peak-lines 
        linking the peaks of the waves change at the periphery of man-made reefs 
        from the continuous video pictures. We used the enhanced hard copies 
        made by the special device in he same way as in the analyses of the 
        flow-directions and flow-velocities. The positions of the wave-peaks 
        were obtained at one-second intervals and then they were expressed in 
        3-second units. Fig. 3 shows the results of the analysis.
 
 
 ![]()  ![]()  Fig. 3 The 
        Change Chart of the Wave-peak-lines 
Mesh Vector Charts
 In a conventional vector chart the 
        positions of floats are linked at equal time intervals as mentioned in 
        Item 4-1. Since such a chart only shows he positions the float passed, 
        it was difficult to now the conditions of the entire survey area. These 
        charts are not realistic because a number of floats must be air dropped 
        to cover this defect.
 
 Therefore, we divided the areas to be 
        enhanced into mesh of 30 m x 30 m and made a mesh vector chart in which 
        each mesh is represented by one vector. As for a mesh for which no 
        observed data is available, vector direction and size are estimated 
        using data of adjacent mesh. The results of the analyses are shown in 
        Fig. 4.
 
 
 ![]()  ![]()  Fig.4 Mesh 
        vector chart  As described 
      above, we fond that the waves and states of flow can be surveyed by the 
      video pictures instead of by photographs. It was also recognized that this 
      survey could be performed even during high waves. In addition, the survey 
      confirmed the following advantageous; the use of the video pictures can 
      not only obtain detailed information of several seconds, but also 
      continuous information of around two hours (flying-possible time of a 
      helicopter).  Finally, because of the remarkable improvement of 
      video instruments, the same analyses, described in 4-1 and 4-2, can now be 
      performed on the video pictures of cathode ray tubes instead of an hard 
      copies. The personal computer used in the system is shown in Fig. 5 
       ![]()  Fig.5 Personal Computer System 
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