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Wave effects on the retrieved wind field from the advanced scatterometer(ASCAT) 被引量:1
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作者 REN Lin YANG Jingsong +2 位作者 ZHENG Gang WANG Juan CHEN Peng 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2015年第1期79-84,共6页
To improve retrieval accuracy, this paper studies wave effects on retrieved wind field from a scatterometer. First, the advanced scatterometer (ASCAT) data and buoy data of the National Data Buoy Center (NDBC) are... To improve retrieval accuracy, this paper studies wave effects on retrieved wind field from a scatterometer. First, the advanced scatterometer (ASCAT) data and buoy data of the National Data Buoy Center (NDBC) are collocated. Buoy wind speed is converted into neutral wind at 10 m height. Then, ASCAT data are com- pared with the buoy data for the wind speed and direction. Subsequently, the errors between the ASCAT and the buoy wind as a function of each wave parameter are used to analyze the wave effects. Wave param- eters include dominant wave period (dpd), significant wave height (swh), average wave period (apd) and the angle between the dominant wave direction (dwd) and the wind direction. Collocated data are divided into sub-datasets according to the different intervals of each wave parameter. A root mean square error (RMSE) for the wind speed and a mean absolute error (MAE) for the wind direction are calculated from the sub-datasets, which are considered as the function of wave parameters. Finally, optimal wave conditions on wind retrieved from the ASCAT are determined based on the error analyses. The results show the ocean wave parameters have correlative relationships with the RMSE of the retrieved wind speed and the MAE of the retrieved wind direction. The optimal wave conditions are presented in terms of dpd, swh, apd and angle. 展开更多
关键词 advanced scatterometer ASCAT wind field wave effects wave parameters
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Elimination of Wind Wave Effects on Sub-Bottom Profiler Record
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作者 刘秀娟 高抒 杨旸 《China Ocean Engineering》 SCIE EI 2007年第2期355-362,共8页
With the presence of wind waves, the swaying of survey vessel may effect the quality of sub-bottom profiler records and, therefore, it is necessary to correct the distortions induced by wave action. A major issue is t... With the presence of wind waves, the swaying of survey vessel may effect the quality of sub-bottom profiler records and, therefore, it is necessary to correct the distortions induced by wave action. A major issue is to distinguish wind wave effect and real bedforms such as sand waves. In this paper, a bandstop filter is designed according to the frequency features of wind wave effect to treat the distortion of seabed topography by wind waves. The technique is used to correct the sub-bottom profile in order to eliminate the wave-induced distortions for the sub-bottom profile records from the Yangtze Estuary. This study shows that the undulate seabed record is resulted from wave action, rather than the presence of sand waves, and the filtration technique helps to eliminate the wave effect and recover the real morphology of seabed and the sediment sequence underneath. In addition, a method for data processing is proposed for the case that the record indeed represents a combination of wave effects and real bedforms. 展开更多
关键词 sub-bottom profiler wind wave effect filtering method Yangtze Estuary
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Relativistic and distorted wave effects on Xe 4d electron momentum distributions
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作者 赵敏福 单旭 +1 位作者 牛姗姗 陈向军 《Chinese Physics B》 SCIE EI CAS CSCD 2017年第9期133-136,共4页
The relativistic and distorted wave effects are investigated for the electron momentum distributions of Xe 4d electrons.The theoretical results show good agreements with the experimental data measured previously with ... The relativistic and distorted wave effects are investigated for the electron momentum distributions of Xe 4d electrons.The theoretical results show good agreements with the experimental data measured previously with electron momentum spectroscopy. The distorted wave effect and the relativistic effect are found to play important roles in the low and high momentum regions, respectively. 展开更多
关键词 relativistic effect distorted wave effect electron momentum distributions
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One-dimensional wave theory analysis of factors and characteristics influencing errors in two-wave method data processing in SHPB 被引量:1
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作者 Minghui Ma Guangfa Gao 《Acta Mechanica Sinica》 2025年第1期128-140,共13页
A simplified calculation of the specimen’s stress-strain curve is generally conducted using the two-wave method by the split Hopkinson pressure bar(SHPB),which aligns the onset of the transmitted and reflected waves.... A simplified calculation of the specimen’s stress-strain curve is generally conducted using the two-wave method by the split Hopkinson pressure bar(SHPB),which aligns the onset of the transmitted and reflected waves.However,this approach neglects the travel time of elastic waves within the specimen.Considering the travel time of elastic waves,this study quantitatively investigates the error characteristics and patterns of stress,strain,and strain rate in the specimen under different conditions using the theoretical two-wave method,and compares the results with those obtained using the onset-aligned twowave method.The study reveals that the stress-time curves derived from the theoretical two-wave method are lower than the actual stress curves,whereas those obtained from the onset-aligned two-wave method are consistently higher than the actual stress curves,with the stress deviation approximating a constant value when the dimensionless time exceeds 2.0.The starting point of the stress-strain curves obtained by the theoretical two-wave method is not zero but a point on the strain axis,whereas the onset-aligned two-wave method always starts at zero.However,the slopes of the stress-strain curves obtained by both methods differ from the actual Young’s modulus of the material,and functional relationships between the slopes and the actual Young’s modulus are provided.This research offers theoretical guidance for the refined design of SHPB experiments and the accurate processing of data. 展开更多
关键词 SHPB Stress wave effect Assumption of stress uniformity Dynamic stress-strain curve
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Optimizing basis wave functions in the generator coordinate method for microscopic cluster models (Ⅰ)
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作者 Yi‑Fan Liu Bo Zhou Yu‑Gang Ma 《Nuclear Science and Techniques》 2025年第10期183-191,共9页
We employed random distributions and gradient descent methods for the Generator Coordinate Method(GCM)to identify effective basis wave functions,taking halo nuclei ^(6)He and ^(6)Li as examples.By comparing the ground... We employed random distributions and gradient descent methods for the Generator Coordinate Method(GCM)to identify effective basis wave functions,taking halo nuclei ^(6)He and ^(6)Li as examples.By comparing the ground state(0^(+))energy of ^(6)He and the excited state(0^(+))energy of 6 Li calculated with various random distributions and manually selected generation coordinates,we found that the heavy tail characteristic of the logistic distribution better describes the features of the halo nuclei.Subsequently,the Adam algorithm from machine learning was applied to optimize the basis wave functions,indicating that a limited number of basis wave functions can approximate the converged values.These results offer some empirical insights for selecting basis wave functions and contribute to the broader application of machine learning methods in predicting effective basis wave functions. 展开更多
关键词 Generator Coordinate Method Effective basis wave functions Nuclear cluster model Machine learning Halo nuclei
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Effects of Irregular Wave Groups on Pile Forces
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作者 Yang, Zhengji Zuo, Qihua 《China Ocean Engineering》 SCIE EI 1991年第2期175-190,共16页
The wave forces on 1,2 and 4 vertical circular piles under the action of several wave trains of the same wave parameters, such as Hs Tp and Mo, but different wave group factors GF are measured in the laboratory. After... The wave forces on 1,2 and 4 vertical circular piles under the action of several wave trains of the same wave parameters, such as Hs Tp and Mo, but different wave group factors GF are measured in the laboratory. After comparing these forces, it may be concluded that the mean and significant wave forces are almost of no difference for the wave trains with different GF. When GF is larger, the one-tenth of the wave force extreme is slightly increased and the maximum wave force is much larger than the ones with smaller GF, to which attention must be paid in engineering practice. 展开更多
关键词 Water waves wave effects
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Effects of Breaking Waves on Composite Backscattering from Ship-Ocean Scene
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作者 Jin-Xing Li Min Zhang Peng-Bo Wei 《Chinese Physics Letters》 SCIE CAS CSCD 2017年第9期45-48,共4页
The existence of the sea surface is bound to affect the electromagnetic (EM) scattering from marine targets. When dealing with the composite scattering from targets over a sea surface by applying high-frequency EM t... The existence of the sea surface is bound to affect the electromagnetic (EM) scattering from marine targets. When dealing with the composite scattering from targets over a sea surface by applying high-frequency EM theories, the total scattering field can be decomposed into three parts in low sea states, namely, the direct scattering from the sea surface, the direct scattering from targets and the coupling scattering between the sea surface and targets. With regard to high sea states, breaking waves make the direct scattering from the sea surface and the coupling scattering more complicated. To solve this issue, a scattering model is proposed to analyze the composite scattering from a ship over a rough sea surface under high sea states. To consider the effect of breaking waves, a three dimensional geometric model is adopted together with Ufimtsev's theory of edge waves for the scattering from a breaker. In addition, the coupling scattering between targets and breaking waves is taken into account by considering all possible scattering paths. The simulated results indicate that the influence of breaking waves on the scattering field from the sea surface and on the coupling field is non-negligible, and the numerical results also show the effectiveness of the proposed scattering model. 展开更多
关键词 effects of Breaking waves on Composite Backscattering from Ship-Ocean Scene
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Some Effects of Rotation Rate on Planetary-Scale Wave Flows
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作者 李国庆 Robin Kung Richard L.Pfeffer 《Advances in Atmospheric Sciences》 SCIE CAS CSCD 1993年第3期296-306,共11页
A series of experiments were performed in a rotating annulus of fluid to study effects of rotation rate on pianeta ry-scale baroclinic wave flows. The experiments reveal that change in rotation rate of fluid container... A series of experiments were performed in a rotating annulus of fluid to study effects of rotation rate on pianeta ry-scale baroclinic wave flows. The experiments reveal that change in rotation rate of fluid container causes variation in Rossby number and Taylor number in flows and leads to change in flow patterns and in phase and amplitude of quasi-stationary waves. For instance, with increasing rotation rate, amplitude of quasi-stationary waves increases and phase shifts upstream. On the contrary, with decreasing rotation rate, amplitude of quasi-stationary waves de creases and phase shifts downstream. In the case of the earth's atmosphere, although magnitude of variation in earth's rotation rate is very small, yet it causes a very big change in zonal velocity component of wind in the atmosphere and of currents in the ocean, and therefore causes a remarkable change in Rossby number and Taylor number determining regimes in planetary-scale geophysical flows. 1 he observation reveals that intensity and geographic location of subtropic anticyclones in both of the Northern and Southern Hemispheres change consistently with the variation in earth's rotation rate. The results of fluid experiments are consistent, qualitatively, with observed phenomena in the atmospheric circulation. 展开更多
关键词 effects of rotation. Planetary-scale wave flows. Annulus experiments
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The Effects of Zonal Flow on Nonlinear Rossby Waves
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作者 赵平 《Advances in Atmospheric Sciences》 SCIE CAS CSCD 1991年第3期299-306,共8页
In this paper, we using phase plane method have derived the stability criteria of linear and nonlinear Rossby waves under the conditions of semi-geostrophic approximation and have gotten the solutions and geostrophic ... In this paper, we using phase plane method have derived the stability criteria of linear and nonlinear Rossby waves under the conditions of semi-geostrophic approximation and have gotten the solutions and geostrophic vorticity of corresponding solitary Rossby waves. It is pointed out that the wave stability is connected with the distribution of zonal flow and when the zonal flow is different the solitary wave trough or ridge is formed. 展开更多
关键词 The effects of Zonal Flow on Nonlinear Rossby waves
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EFFECTS OF BOTTOM TOPOGRAPHY ON THE STANDING WAVES IN CIRCULAR BASINS
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作者 马云丽 李家春 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1990年第2期117-124,共8页
Standing waves in the cylinder hasins with inhomogeneous bottom are considered in this paper. We assume that the inviscid, incompressible fluid is in irrotational undulatory motion. For convenience sake, cylindrical c... Standing waves in the cylinder hasins with inhomogeneous bottom are considered in this paper. We assume that the inviscid, incompressible fluid is in irrotational undulatory motion. For convenience sake, cylindrical coordinates are chosen. The velocitv potentials, the wave profiles and the modified frequencies are determined (to the third order) as power series in terms of the amplitude divided by the wavelength. Axisymmetrical analytical solutions are worked out. When w=0 , the second order frequency are gained.As an example, we assume that cylinder bottom is an axisymmetricat paraboloid. We find out that the uneven bottom has influences on standing waves. In the end. we go into detail on geometric factors. 展开更多
关键词 effects OF BOTTOM TOPOGRAPHY ON THE STANDING waveS IN CIRCULAR BASINS
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Wave Breaking Phenomena of Irregular Waves Combined with Opposing Current 被引量:7
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作者 Li, Yucheng Dong, Guohai 《China Ocean Engineering》 SCIE EI 1993年第2期197-206,共10页
Experimental study and theoretical analysis show that the critical value of relative wave height (H / d)b given by Goda and the critical wave steepness (H / L)b given by Michell and Miche can be adopted as the spillin... Experimental study and theoretical analysis show that the critical value of relative wave height (H / d)b given by Goda and the critical wave steepness (H / L)b given by Michell and Miche can be adopted as the spilling breaking indices of regular waves. According to the same principle, a systematic theoretical analysis and experiment of irregular wave have been done by the authors in order to solve the breaking problem of irregular waves. It is indicated that the authors' method for determining wave breaking of regular waves can also be used for irregular waves. 展开更多
关键词 DYNAMICS Fluid structure interaction GEOMETRY Kinetic theory Ocean currents Water wave effects waveform analysis
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INVESTIGATION AND APPLICATION OF LAWS OF TWO DIMENSIONAL TRANSFORMATION OF SANDY BEACHES UNDER WAVE ACTION 被引量:1
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作者 Wang, Liang 《China Ocean Engineering》 SCIE EI 1990年第4期447-457,共11页
Based on previous research results and experimental studies, this paper indicates the important factors affecting two-dimensional transformation of sandy beaches, especially the characteristic slope and sediment trans... Based on previous research results and experimental studies, this paper indicates the important factors affecting two-dimensional transformation of sandy beaches, especially the characteristic slope and sediment transport factor. A discrimination criterion of transformation type of sandy beaches is derived by applying the theory of wave energy dissipation rate. This criterion is closely examined with a lot of data and can be used to forecast the transformation of sandy beaches under the action of varying wave climates. 展开更多
关键词 Energy Conservation Water waves wave effects
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UNIFIED EQUIVALENT HARMONIC LOADING ON SEABED FOUNDATIONS UNDER RANDOM WAVE LOADING
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作者 He, Guangna Cao, Yalin 《China Ocean Engineering》 SCIE EI 1989年第1期39-49,共11页
In accordance with laboratory tests and theoretical analysis, the concept of unified equivalent harmonic wave loading is suggested and discussed in this paper. Such a concept may be more reasonable and widely applicab... In accordance with laboratory tests and theoretical analysis, the concept of unified equivalent harmonic wave loading is suggested and discussed in this paper. Such a concept may be more reasonable and widely applicable in offshore foundation engineering. A verification test has also been completed, in which the random wave loading and the corresponding unified equivalent loading were applied on soil samples. The test results show that the equivalent effect is satisfactory. 展开更多
关键词 FOUNDATIONS wave effects Soils UNDERWATER Water waves
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NUMERICAL CALCULATION OF HYDRODYNAMIC COEFFICIENT FOR A FLOATING BODY IN WAVES
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作者 Li, Dejun Shen, Guoguang 《China Ocean Engineering》 SCIE EI 1989年第3期307-319,共13页
A preliminary numerical model of the buoyant drum by wave action is presented, which is based on the Finite Boundary Element Method of the source distribution. A series formula of Green's function is used for the ... A preliminary numerical model of the buoyant drum by wave action is presented, which is based on the Finite Boundary Element Method of the source distribution. A series formula of Green's function is used for the derivation of the model. In the paper the calculated results of the examples for a sphere and a buoyant drum are close to the data in some references. A subject of great interest to ocean engineers is the response a floating body suffers in ocean waves. In this paper, the oscillatory motion of a buoyant drum is analysed and a calculating method is presented. Applying this calculating method, the hydrodynamic coefficient for any kind of floating bodies can be obtained. 展开更多
关键词 Cylinders wave effects Mathematical Models OCEANOGRAPHY
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TRANSVERSE FORCES ON VERTICAL PILE IN REGULAR AND IRREGULAR WAVES
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作者 Yu, Yuxiu Miao, Shen 《China Ocean Engineering》 SCIE EI 1989年第1期71-86,共16页
The magnitude and the fluctuating frequency of the total transverse wave forces, particularly those by irregular waves on an isolated pile are investigated experimentally. The results indicate that the transverse forc... The magnitude and the fluctuating frequency of the total transverse wave forces, particularly those by irregular waves on an isolated pile are investigated experimentally. The results indicate that the transverse force (FL) is usually not negligible and the resultant force (FR) of the transverse force and the inline force may be 40% (in regular waves) or 18% (in irregular waves) larger than the inline force (F). The plots of FL/F, FR/F and several kinds of lift coefficient CL versus KC number are given for both regular waves and irregular waves. The methods for estimating the total transverse forces and resultant wave forces are suggested. 展开更多
关键词 Offshore Structures wave effects Water waves
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Hydrodynamic Forces on Inclined Cylinder due to Waves with Crossing Current
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作者 Li, Yucheng Kang, Haigui Sun, Dapeng 《China Ocean Engineering》 SCIE EI 1991年第2期153-174,共22页
Based on Morison's Equation and linear wave theory, hydrodynamic forces acting on inclined cylinders due to waves and crossing current at an angle of αs are analyzed. A method for calculating exciting forces is p... Based on Morison's Equation and linear wave theory, hydrodynamic forces acting on inclined cylinders due to waves and crossing current at an angle of αs are analyzed. A method for calculating exciting forces is proposed. Experimental results show that the proposed method in this paper is feasible and can be used in engineering practice. 展开更多
关键词 Water waves wave effects
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MULTI-DIRECTIONAL WAVE SUPERPOSITION OF WAVE DIFFRACTION
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作者 Lou, Hongen Wang, Yongjun +1 位作者 Su, Weidong Wang, Hong 《China Ocean Engineering》 SCIE EI 1989年第2期165-175,共11页
Characteristics of a natural wave cannot be successfully described by only using wave frequency spectra. In the laboratory, natural wave conditions cannot be simulated exactly by a harbor sheltering experiment with ir... Characteristics of a natural wave cannot be successfully described by only using wave frequency spectra. In the laboratory, natural wave conditions cannot be simulated exactly by a harbor sheltering experiment with irregular long-crested waves, especially since the results of diffraction tests with reflection source are often inaccurate. Only a small number of laboratories in the world have possessed a directional spectrum wave producer because of its complication and expension. This paper describes the experiment for multi-directional wave superposition of wave diffraction, with the conventional regular wave producer and one-direction irregular wave producer. The test results are of equal value with that from a directional spectra wave. This method is suitable for rational design of harbor engineering projects and can be adopted in future practice. 展开更多
关键词 Ports and Harbors wave effects
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Matter Effects on Neutrino Oscillations in Different Supernova Models
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作者 徐晶 胡立军 +2 位作者 李瑞成 郭新恒 杨炳麟 《Communications in Theoretical Physics》 SCIE CAS CSCD 2016年第4期506-516,共11页
In recent years,with the development of simulations about supernova explosion,we have a better understanding about the density profiles and the shock waves in supernovae than before.There might be a reverse shock wave... In recent years,with the development of simulations about supernova explosion,we have a better understanding about the density profiles and the shock waves in supernovae than before.There might be a reverse shock wave,another sudden change of density except the forward shock wave,or even no shock wave,emerging in the supernova.Instead of using the expression of the crossing probability at the high resonance,PH,we have studied the matter effects on neutrino oscillations in different supernova models.In detail,we have calculated the survival probability of νe(P_s)and the conversion probability of ν_x(P_c) in the Schrodinger equation within a simplified two-flavor framework for a certain case,in which the neutrino transfers through the supernova matter from an initial flavor eigenstate located at the core of the supernova.Our calculations was based on the data of density in three different supernova models obtained from simulations.In our work,we do not steepen the density gradient around the border of the shock wave,which differs to what was done in most of the other simulations.It is found that the mass and the density distribution of the supernova do make a difference on the behavior of P_s and P_c.With the results of P_s and P_c,we can estimate the number of νe(and ν_x) remained in the beam after they go through the matter in the supernova. 展开更多
关键词 neutrino oscillations matter effects shock wave effects supernova models
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Seismogenic ULF/ELF Wave Phenomena: Recent Advances and Future Perspectives
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作者 Masashi Hayakawa Alexander Schekotov +2 位作者 Jun Izutsu Alexander P. Nickolaenko Yasuhide Hobara 《Open Journal of Earthquake Research》 2023年第3期45-113,共69页
There has been enormous progress in the field of electromagnetic phenomena associated with earthquakes (EQs) and EQ prediction during the last three decades, and it is recently agreed that electromagnetic effects do a... There has been enormous progress in the field of electromagnetic phenomena associated with earthquakes (EQs) and EQ prediction during the last three decades, and it is recently agreed that electromagnetic effects do appear prior to an EQ. A few phenomena are well recognized as being statistically correlated with EQs as promising candidates for short-term EQ predictors: the first is ionospheric perturbation not only in the lower ionosphere as seen by subionospheric VLF (very low frequency, 3 kHz f 30 kHz)/LF (low frequency, 30 kHz f 300 kHz) propagation but also in the upper F region as detected by ionosondes, TEC (total electron content) observations, satellite observations, etc, and the second is DC earth current known as SES (Seismic electric signal). In addition to the above two physical phenomena, this review highlights the following four physical wave phenomena in ULF (ultra low frequency, frequency Hz)/ELF (extremely low frequency, 3 Hz frequency 3 kHz) ranges, including 1) ULF lithospheric radiation (i.e., direct radiation from the lithosphere), 2) ULF magnetic field depression effect (as an indicator of lower ionospheric perturbation), 3) ULF/ELF electromagnetic radiation (radiation in the atmosphere), and 4) Schumann resonance (SR) anomalies (as an indicator of the perturbations in the lower ionosphere and stratosphere). For each physical item, we will repeat the essential points and also discuss recent advances and future perspectives. For the purpose of future real EQ prediction practice, we pay attention to the statistical correlation of each phenomenon with EQs, and its predictability in terms of probability gain. Of course, all of those effects are recommended as plausible candidates for short-term EQ prediction, and they can be physically explained in terms of the unified concept of the lithosphere-atmosphere-ionosphere coupling (LAIC) process, so a brief description of this coupling has been carried out by using these four physical parameters though the mechanism of each phenomenon is still poorly understood. In conclusion, we have to emphasize the importance of more statistical studies for more abundant datasets sometimes with the use of AI (artificial intelligence) techniques, more case studies for huge (M greater than 7) EQ events, recommendation of critical analyses, and finally multi-parameters observation (even though it is tough work). 展开更多
关键词 ULF/ELF Seismogenic wave effects Statistical Significance Lithosphere-Atmosphere-Ionosphere Coupling
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Traveling wave effect on the seismic response of a steel arch bridge subjected to near fault ground motions 被引量:12
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作者 徐艳 George C Lee 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2007年第3期245-257,共13页
In the 1990s, several major earthquakes occurred throughout the world, with a common observation that near fault ground motion (NFGM) characteristics had a distinct impact on causing damage to civil engineering stru... In the 1990s, several major earthquakes occurred throughout the world, with a common observation that near fault ground motion (NFGM) characteristics had a distinct impact on causing damage to civil engineering structures that could not be predicted by using far field ground motions. Since then, seismic responses of structures under NFGMs have been extensively examined, with most of the studies focusing on structures with relatively short fundamental periods, where the traveling wave effect does not need to be considered. However, for long span bridges, especially arch bridges, the traveling wave (only time delay considered) effect may be very distinct and is therefore important. In this paper, the results from a case study on the seismic response of a steel arch bridge under selected NFGMs is presented by considering the traveling wave effect with variable apparent velocities. The effects of fling step and long period pulses of NFGMs on the seismic responses of the arch bridge are also discussed. 展开更多
关键词 traveling wave effect arch bridge near fault ground motion fling step long period pulses
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