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(2) number of studies on SAR internal wave imaging mechanism, backscattering features, models, main influence factors, measurement technique and typical internal wave images, and so on. The research results indicate that SAR is an excellent tool to detect internal wave and to estimate solution wavelengths with a good degree of precisian (Changbao et al., 1999). Ocean internal waves are often visible in SAR images. The manifestations of internal waves can be summarized as: (a) Their propagation in wave groups or packets with four to ten crests per-groups and forward offshore direction. (b) The crests and trough are often parallel to the bottom topography or else radiate out as if from a source point or region. Wavelength between right and dark bands is about 200m to 1600m. (c) The separate groups of wave are typically tens to a hundred kilometers apart. (d) The crests (or surface manifestation of a constant-phase line) are usually tens to hundreds of kilometers long and very often the lengths of crests (as revealed on image) decrease forward the rear of wave group. (e) These internal waves appear either as dark in a right background (presumably under rough-sea conditions). As right in a dark background (calmer conditions), or as dark and right bands in the intermediate case, suggesting the internal wave can be imaged over a broad range of wind conditions. Korea Ocean Research and Development institute captured the satellite images of internal waves in East-Sea near Pohang (see Fig. 1) and an analysis on the same is presented. An investigation is being carryout to find out the possible reasons behind the existence of internal waves in this region. The engineering and oceanography aspects relevant to internal waves in this region are also studied.. 2. ANALYSIS OF INTERNAL WAVES IN EAST-SEA NEAR POHANG Fig. 1 shows that the used Radarsat 1 SAR image of East Sea near Pohang in which appear several packets of internal wave feature. Fig. 1(b) is the enlarged image of (a) and show internal wave feature were composed packets with 5 crests. Fig. 1(c) is the test site image for the profile analysis through the red line and A-E 5 points are the locations that changed light and dark in the image. Fig. 2 is the result of yaxis profile analysis of Fig. 1(c). 3. THE REASON OF EXISTENCE OF INTERNAL WAVES IN EAST-SEA NEAR POHANG An investigation is being carried out to identify the possible reason for the existence of internal waves in East-Sea near Pohang. The temperature and salinity data in this region are obtained from National Fisheries Research and Development Institute, Korea. It is observed that the salinity change is not significant. However, there is significant evidence noted from the temperature data which suggest the existence of thermocline in this region. The temperature profiles measured on 9 August, 2000 are plotted for three different lines 102, 103 and 104 are plotted in Fig. 3 (a), (b) and (c) respectively. It can be seen from Fig. 3 (a), (b) and (c) that the temperature changes sharply at around 20-40 m water depth. A similar observation in the same location is also reported in KEPCO (1991). This indicates the existence of thermocline in that region. Most of past internal waves studies are analyzed by assuming the ocean as a two-layer fluid. The governing equations and boundary conditions are shown in Fig. 4. The flow is assumed to be irrotational and simple harmonic in time with angular frequency Z. Therefore, the velocity potentials M 's exist such that M ( x, y, t ) Re[M ( x, y )exp(iZt )], where the spatial velocity potential M satisfies the Laplace equation. 2M. 0. The linearized free surface boundary condition is wI KI 0 on y 0, wy. Figure 1. Bending angle profiles of FORMOSAT-3 without OL correction.. 1
(3). 2
(4). where K Z 2 / g, and g is the gravitational constant. At the interface, the continuity of the vertical component of velocity and pressure yield to the boundary conditions (see Suresh Kumar and Sahoo (2006), Suresh Kumar et al. (2007a) and Suresh Kumar et al. (2007b)) § wI · § wI · =¨ , 3
(5) ¨ ¸ ¸ © wy ¹ y h © wy ¹ y h . and § wI · KI ¸ ¨ w y © ¹y where s U1 / U 2 bottom is given by Figure 2. Y-axis Profile analysis of the red line at Fig. 1(c). The vertical axis present intensity values and the horizontal axis present the line (pixels) of y-axis of Fig. 1(c).. § wI · KI ¸ s¨ , 4
(6) w y © ¹ y h h with 0 s 1. The condition on the rigid. wI 0 on y H . wy The radiation condition at infinity is given by. 5
(7).
(8) II. I o ¦ I n eip x f n ( pn , y ) as x o f, n. n I. Line 102. These observations are quit relevant to the present study. As shown in the Fig. 3 indicates the existence of thermocline in the East-Sea near Pohang and the ocean can be easily idealized as a two-layer fluid. The temperature profile indicates that the densities of the two fluids in the region are very close or s o 1. Moreover, in this region the average water depth is around 1400 m and the thermocline is located around 20-40 m water depth. This also suggests that the interface or thermocline is very close to free surface. The density ratio s close to unity and closeness of interface and free surface are the major regions why the impressions of internal waves at the free surface can be captured easily by the SAR image in this region.. 4. CONCLUSION An investigation is carried out to find out the possible reasons for the existence of internal waves that are captures by SAR image in East-Sea near Pohang. The temperature profile in this region suggest that the densities of the two fluids in the region are very close or s o 1. Furthermore, the oceanographic data suggests that thermocline is very close to free surface. These are two major reasons why internal waves are captures most often in the East-Sea near Pohang. Most of the existing coastal structures and ship designs neglect the internal wave effects. To avoid the design failure the internal wave effects should be included in the design process for the regions where such phenomena is quite prominent.. 40. 60. 80. 100 0. 4. 8. 12. 16. 0C) Tem per atur e(. 20. 24. (a) 0. Line 103. Point08 Point09 Point10 Point11. 20. W aterDepth ( m). Recently, Suresh Kumar and Sahoo (2006), Suresh Kumar et al. (2007a) and Suresh Kumar et al. (2007b) carried out a detailed analysis to study the performance of a rigid/flexible porous breakwaters in a two-layer fluid. They observed that wave reflection and transmission in a two-layer fluid by breakwater is strongly dependent on the interface location and the fluid density ratio s apart from the structural properties. Suresh Kumar et al. (2007a) presented a detailed analysis on influence of fluid density ratio and interface location on the amplitude of internal waves. The free surface and interface elevations are the result of mutual interaction of propagating and evanescent modes of both surface and internal waves (see Figs. 6-8 of Suresh Kumar et al., 2007a). Hence the free surface and interface elevations in a two-layer fluid are combinations of two prominent wave patterns which are referred to as primary and secondary wave patterns (Suresh Kumar et al., 2007a). The primary pattern is the one which is generated due to SM wave motion and the secondary wave pattern is that developed due to the IM wave motion. In general, it is observed that the interface elevation is much larger than that of the free surface elevation when either the densities of the two fluids are very close or in the case when the interface and free surface are close to each other. One of the reasons for such a high wave amplitude may be due to the resonating interaction between the waves in SM and IM.. W aterDepth ( m). I and II are the incident wave amplitudes. in SM and IM respectively. It may be noted that pI and pII are wave numbers for the incident waves in surface mode (SM) and internal mode (IM) respectively (see Suresh Kumar and Sahoo (2006), Suresh Kumar et al. (2007a) and Suresh Kumar et al. (2007b)).. Point08 Point09 Point10. 20. 40. 60. 80. 100 0. 5. 10. 15. 0C) Tem per atur e(. 20. 25. (b) 0. 20. W aterDepth ( m). where I n , for n. 0. 6
(9). 40. 60. Li ne 104 Poi nt08 Poi nt09 Poi nt10 Poi nt11 Poi nt12 Poi nt13. 80. 100 4. 8. 12. 16. 0C) Tem per atur e(. 20. 24. (c) Figure 3. Temperature profile with respect to water depth in East-Sea near Pohang.. 5. REFERENCE Alpers, W., 1985. Theory of radar imaging of internal waves. Nature 314, 245 - 247. Alpers, W., Bruning, A., Etkin, K., et al., 1994. Sea wave imaging by the Synthetic Aperture Radars (Comparative analysis of data, received ALMAZ-1 and ERS-1 SAR), Sov. J. Rem. Sens., 6, 83 - 95..
(10) Cai, S., Wang, S., and Long, X., 2006. A simple estimation of the force exerted by internal solitons on cylindrical piles. Ocean Engineering. Volume 33, 974 - 980. Changbao, Z., Jingsong, Yang., Weigen, Huang., et al., 1999. Satellite SAR Remote Sensing of Ocean Internal Waves. In: 20th Asian Conference on Remote Sensing Proceedings. Hong Kong, China. KEPCO, 1991. A study on the development of ocean thermal energy conversion and water wave power generation system. Report. Kundu, P.K., and Cohen, I.M., 2002. Fluid Mechanics, second ed. Academic Press, San Diego, CA, USA. Lyzenga, D. R. and J. R. Bennett, 1988. Full spectrum modeling of synthetic aperture radar internal wave signatures, J. Geophys. Res., 93, 12345 - 12354. Osborne, A.R., and Burch, T.L., 1980. Internal solitons in the Andaman Sea, Science, Volume 208, 451 - 460. Ebbesmeyer, C.C., Coomes, C.A., Hamilton, R.C., et al., 1991. New observation on internal wave (solitons) in the South China Sea using an acoustic doppler current profiler. In: Marine Technology Society 91 Proceedings. New Orleans, 165 - 175. Suresh Kumar, P., and Sahoo, T., 2006. Wave interaction with a flexible porous breakwater in a two-layer fluid. Journal of Engineering Mechanics, ASCE, 132, pp 1007 - 1014. Suresh Kumar, P., Manam, S. R., and Sahoo, T., 2007a. Wave scattering by flexible porous vertical membrane barrier in a two-layer fluid. Journal of Fluids and Structures, 23, 633 647. Suresh Kumar, P., Bhattacharjee, J., and Sahoo, T., 2007b. Scattering of surface and internal waves by rectangular dikes. Journal of Offshore Mechanics and Arctic Engineering, ASME, 129 (4), 306 - 317.. Figure 4. Two-layer fluid governing equations and boundary conditions..
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