2021
DOI: 10.1007/s42241-021-0015-y
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Numerical and experimental study of internal solitary wave loads on tension leg platforms

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Cited by 12 publications
(4 citation statements)
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“…It can be seen from the figure that the numerical simulation results are in good agreement with the experimental results, indicating that the dynamic pressure induced by ISWs obtained by numerical calculation in the current numerical According to the analysis of the dynamic pressure induced by the ISW in Section IV-C, the relationship between the maximum dynamic pressure induced by the ISW and its amplitude can be described by equation (12) based on the MCC theory. When the density and depth of the upper and lower fluids are known, as long as the maximum dynamic pressure induced by the ISW through the piezoelectric sensor is obtained, the amplitude of the current ISW can be inverted by equation (12). TABLE V shows the comparison between the amplitude inversion value of ISW and the measured value under various working conditions, in which the measured amplitude is obtained by the conductivity probe array installed in the IWF.…”
Section: E Internal Solitary Flume Experimentssupporting
confidence: 70%
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“…It can be seen from the figure that the numerical simulation results are in good agreement with the experimental results, indicating that the dynamic pressure induced by ISWs obtained by numerical calculation in the current numerical According to the analysis of the dynamic pressure induced by the ISW in Section IV-C, the relationship between the maximum dynamic pressure induced by the ISW and its amplitude can be described by equation (12) based on the MCC theory. When the density and depth of the upper and lower fluids are known, as long as the maximum dynamic pressure induced by the ISW through the piezoelectric sensor is obtained, the amplitude of the current ISW can be inverted by equation (12). TABLE V shows the comparison between the amplitude inversion value of ISW and the measured value under various working conditions, in which the measured amplitude is obtained by the conductivity probe array installed in the IWF.…”
Section: E Internal Solitary Flume Experimentssupporting
confidence: 70%
“…Zhi et al [10] established the theory of ISW propagation and evolution over slope-shelf topography based on the two-layer fluid numerical flume model of finite water depth and verified it by numerical method. Zhang et al and Wang et al [11]- [12] proposed an accurate and controllable numerical flume to calculate the interaction between ISWs and structures At present, the observation or the study of ISWs mainly focuses on either the changes of velocity, temperature, density and salinity in seawater induced by the ISWs, or the characteristics of sea surface convergence and divergence caused by the ISW propagation. However, the sudden strong flow induced by the ISW propagation will cause the change of dynamic pressure in the flow field, and there are few studies on the characteristics of dynamic pressure induced by the propagation of ISW.…”
Section: Introductionmentioning
confidence: 99%
“…The dynamic pressure on the head gradually becomes larger than that on the tail, thus the C x gradually reverses to positive and reaches the positive maximum at 3 when the submarine enters the upper layer totally, as seen in Figure 12c. In stage III, the dynamic pressure on the head gradually becomes smaller than that on the tail, thus the positive C x decreases and reaches the negative maximum at 5 when the submarine encounters the pycnocline, as seen in Figure 12e. In stage IV, the submarine passes through the interface of the ISW again.…”
Section: Interaction Between Submarine and Isws With Different Pycnoc...mentioning
confidence: 95%
“…It was found that the motion response due to ISWs is much greater than the one due to surface waves. To further explore the interaction mechanism between platforms and ISWs Wang et al [4,5] conducted a series of laboratory experiments and numerical tests to investigate the ISW loads on a semi-submersible platform. The results indicated that the horizontal and vertical forces on the semi-submersible platform due to ISWs can be divided into three components, namely the wave pressure-difference force, viscous pressure-difference force, and the frictional force, in which the frictional force is negligible.…”
Section: Introductionmentioning
confidence: 99%