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1.
Fractional energy losses of waves due to wave breaking when passing over a submerged bar are studied systematically using a modified numerical code that is based on the high-order Boussinesq-type equations. The model is first tested by the additional experimental data, and the model’s capability of simulating the wave transformation over both gentle slope and steep slope is demonstrated. Then, the model’s breaking index is replaced and tested. The new breaking index, which is optimized from the several breaking indices, is not sensitive to the spatial grid length and includes the bottom slopes. Numerical tests show that the modified model with the new breaking index is more stable and efficient for the shallow-water wave breaking. Finally, the modified model is used to study the fractional energy losses for the regular waves propagating and breaking over a submerged bar. Our results have revealed that how the nonlinearity and the dispersion of the incident waves as well as the dimensionless bar height (normalized by water depth) dominate the fractional energy losses. It is also found that the bar slope (limited to gentle slopes that less than 1:10) and the dimensionless bar length (normalized by incident wave length) have negligible effects on the fractional energy losses.  相似文献   

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3.
国内外有关卫星热红外异常与地震关系的文献已有许多 ,但大部分是探讨或研究震源区地表及上空产生增温异常现象。天线附近背景噪声和强震前后形成的电磁波与卫星数据传输载波产生随机共振 ,造成卫星图像中出现特殊异常现象 ,这种异常与强震具有非常明显的对应关系 ,通过进一步研究 ,可以开拓电磁波随机共振应用的新领域进行短临地震预报。  相似文献   

4.
?о???GLAONASS????????????λ???????????????????????????????????????????????????????????????????????????????????????????????????????????????????ó????Щ?μ???????????Щ??????????λ??????λ????  相似文献   

5.
推导了伪距多路径提取公式,计算了相应观测组合提取伪距多路径的组合系数。以载波噪声放大比例为评价指标,对比分析各组合观测提取伪距多路径的效果,然后利用BDS和GPS数据进行验证。结果表明,仅进行电离层一阶改正时,三频伪距/载波组合提取伪距多路径效果最好;基于三频二阶电离层改正的伪距多路径提取会过分放大载波噪声,但能消除电离层系统误差;基于双频组合提取伪距多路径时,两频率相差最大的观测组合提取伪距效果最好;同一组合观测提取不同频点伪距多路径时,提取最大频率信号上的伪距效果最好。  相似文献   

6.
针对经验模态分解(empirical mode decomposition,EMD)降噪过程中存在信号与噪声模态混叠及直接将分界本征模态函数(intrinsic mode function,IMF)分量归入高频噪声造成真实信号被“湮没”等问题,提出一种改进的EMD降噪方法。该方法将经EMD得到的第2个IMF分量至分界IMF分量进行重构,对重构信号进行下一次EMD,获取其中的“真实”信号,多次重复此操作,最后将所有获得的低频信号累加,从而达到降噪的目的。利用2种模拟数据和1种GPS实测高程数据进行实验,模拟数据与实测数据采用不同的评价指标评价降噪效果,结果表明,改进的EMD方法较传统EMD方法降噪效果更佳,验证了该方法的可靠性。  相似文献   

7.
Kalman�˲�������̽�����޸��е�Ӧ��   总被引:5,自引:1,他引:4  
????Kalman??????????????????????е??????????????????????????裬??????????????з??????????????Kalman?????????????λ??????????????????????????????Χ??С????????????????????????С????, Kalman?????????????????????????????????????????????  相似文献   

8.
考虑面波特征和古龙断陷区地震资料面波强的特点,提出面波压制的十字交叉排列法.该方法将地震资料中的炮点线和检波点线重排后,进行三维Fourier变换;在频率—波数域滤波后,进行Fourier反变换,实现面波压制处理.古龙断陷区地震资料面波压制结果表明,十字交叉排列面波压制方法具有很好的保幅性和实用性,能够为地震资料保幅处理提供较好的叠前预处理方法,可以在深层地震资料处理中推广应用.  相似文献   

9.
This study gives an analytical solution for wave interaction with a partially reflecting vertical wall protected by a submerged porous bar based on linear potential theory. The whole study domain is divided into multiple sub-regions in relation to the structures. The velocity potential in each sub-region is written as a series solution by the separation of variables. A partially reflecting boundary condition is used to describe the partial reflection of a vertical wall. Unknown expansion coefficients in the series solutions are determined by matching velocity potentials among different sub-regions. The analytical solution is verified by an independently developed multi-domain boundary element method(BEM) solution and experimental data. The wave run-up and wave force on the partially reflecting vertical wall are estimated and examined, which can be effectively reduced by the submerged porous bar. The horizontal space between the vertical wall and the submerged porous bar is a key factor, which affects the sheltering function of the porous bar. The wave resonance between the porous bar and the vertical wall may disappear when the vertical wall has a low reflection coefficient. The present analytical solution may be used to determine the optimum parameters of structures at a preliminary engineering design stage.  相似文献   

10.
Sentinel-1A IW模式可获取250 km宽的SAR影像,且噪声小、重访周期短。然而Sentinel-1A的TOPS成像方式造成SAR影像方位向多普勒频率变化较大,干涉数据处理对影像配准要求极高。提出基于DEM和精密轨道的TOPS影像高精度配准和拼接方法,实现TOPS影像干涉变形监测的数据处理,并利用升降轨TOPS影像数据获取门源地震雷达视线向一致的同震变形,证实本文数据处理方法的正确性。  相似文献   

11.
This paper presents ambient noise analysis during rough weather, using time series measurements from an automated noise measurement system in the shallow southwest Bay of Bengal during October–November 2010. The period witnessed low-pressure events including depressions and cyclones, with JAL cyclone passing close to the measurement site. The time series noise level shows a shift in mid-October, after which deep depressions and cyclones formed, with an average increase of 5–10 dB in the lower band and 2–3 dB in the higher band of frequencies. Furthermore, correlation between noise level and wave height(data from wave rider buoy deployed at the site) for sea state scale 3 and above shows good correlation with an increase in noise level with increase in wave height, the effect being most pronounced at 0.5 kHz. The noise captured during JAL was analysed to identify the spectrum components due to convective precipitation and heavy wind/wave activity and shows anomalously high levels during the crossing of the cyclone. Rain noise spectra from the rain bands associated with the wall of the cyclone are reported. This has been correlated with radar refl ectivity measurements to ascertain the presence of rain, and discriminate between convective and stratiform types. Also, vertical directionality pattern of ambient noise during JAL showed clearly distinct surface contributions. On the whole, knowledge of ambient noise fields during high sea states and precipitation is useful in optimizing SONAR performance. The findings at the study site have been compared with measurements from other shallow water locations during rough weather.  相似文献   

12.
The effect of ocean wave breaking as a non-Bragg mechanism on backscattering cross-section and modulation transfer functions (MTF) of radar was investigated based on Bragg resonance theory and parametric method. The result showed that the additional effect of wave breaking on backscattering cross-section is not more than 20% except for the small incident angle of VV polarized electromagnetic (e.m.) wave but is significant for HH polarized e.m. wave. Breaking waves lead to increase in the modulus of tilt modulation MTF and the larger the wind speed, the faster the increase. For large incident angle, the modulus of tilt modulation MTF with wave breaking decreases quickly with incident angle for HH polarization and approach to that without wave breaking for VV polarization. The hydrodynamic MTF increases 30%-60% when considering wave breaking and the increase is larger for HH polarization than for VV polarization.  相似文献   

13.
Since the impounding of the Three Gorges Reservoir, the channel of the Yangtze River has become a busy watercourse and the probability of landslide-induced tsunamis has increased. In the case of landslide-induced tsunamis in the Three Gorges Reservoir, even after shipping closures in advance, there are still facilities and objects in urgent need of protection within the risk zone of the watercourse, such as wharfs, marine fueling stations, berthed ships. The emergency protection against and decay of landslide-induced tsunamis in inland watercourses is a new challenge. In this study, 37 sets of wave decay experiments were conducted with the hydromechanics numerical method. The wave decay efficiencies of common simple structures including submerged horizontal plate, horizontal plate on the water surface, inclined thin plate and cross-plates in coastal areas were compared and analyzed. Cross-plates structure showed better wave decay capacity than other simple plates. The wave decay performance of cross-plates was related to five modes of energy dissipation and transformation, namely run-up/run-down, overtopping, reflecting, return flow and disturbed wave orbital path. The type of wave had little relation with the decay performance of cross-plates, but a strong correlation with cross-plates structure, especially the height of the vertical emerged plate. The best decay performance was observed when the ratio of wave amplitude to emerged vertical plate height was between 1 and 1.5, which can reduce up to about 80% of the incoming wave amplitude. Finally, the emergency way of cross-plates applied to the decay of landslide-induced tsunami in river course is discussed. This study provides a conceptual reference for related studies to practice the attenuation of landslide-induced tsunami in reservoirs.  相似文献   

14.
为了从多层介质的探地雷达回波数据中提取薄层的位置和厚度信息,推导和验证了在频率域内实现的谱反演算法。该算法给出了各反射面的广义反射系数,并建立了用于联系反射系数序列频谱和薄层参数的代价函数并进行反演。仿真结果表明,对于厚度小于调谐厚度的薄层,该算法也可以进行准确反演,从而提高了对于薄层的分辨能力。  相似文献   

15.
һ�ֵ�ƵGPS����̽�������Ӧ�˲��㷨   总被引:3,自引:1,他引:2  
????????????????????????????ο????????????????????λ????????????????????λ??????????????????GPS?????λ???????????????????e?????????λ???в????У?????????GPS??????????????????????????????????GPS???????ò??????1s??GPS??????????????????????????????????Σ???????1?????????  相似文献   

16.
Wave pressure on the wet surface of a V-shaped floating breakwater in random seas is investigated. Considering the diffraction effect, the unit velocity potential caused by the single regular waves around the breakwater is solved using the finite-depth Green function and boundary element method, in which the Green function is solved by integral method. The Response-Amplitude Operator(RAO) of wave pressure is acquired according to the Longuet-Higgins' wave model and the linear Bernoulli equation. Furthermore, the wave pressure's response spectrum is calculated according to the wave spectrum by discretizing the frequency domain. The wave pressure's characteristic value corresponding to certain cumulative probability is determined according to the Rayleigh distribution of wave heights. The numerical results and field test results are compared, which indicates that the wave pressure calculated in random seas agrees with that of field measurements. It is found that the bigger angle between legs will cause the bigger pressure response, while the increase in leg length does not influence the pressure significantly. The pressure at the side of head sea is larger than that of back waves. When the incident wave angle changes from 0? to 90?, the pressure at the side of back waves decreases clearly, while at the side of head sea, the situation is more complicated and there seems no obvious tendency. The concentration of wave energy around low frequency(long wavelength) will induce bigger wave pressure, and more attention should be paid to this situation for the structure safety.  相似文献   

17.
开展500kV和220kV高压输电线路对GPS观测的影响实验,发现高压输电线路产生的电磁和无线电干扰对GPS接收机内部噪声无显著影响,而GPS观测的多路径效应受高压输电线路的影响显著,并且其影响量值与电压值及与高压线的距离成正比。同时,高压输电线路对接收机捕获数据的性能、接收机钟的稳定性、观测信号L1、L2载波信噪比、观测值周跳以及基线和点位坐标的解算精度无显著影响。  相似文献   

18.
提出一种针对基于海浪图像功率谱获取海浪波长和波向的改进算法。算法首先假定海浪功率谱是一个密度不均匀的薄片平面,然后寻找其重心坐标,该坐标可等效为海浪主频位置,从而能够快速准确地得到海浪波长和波向。并经过大量的实验,验证该方法能够很好地解决基于二维傅里叶变换获取海浪图像波长、波向时主频不明显和大量频率分量没用上等缺点。  相似文献   

19.
The objective of this study is to experimentally investigate the effectiveness of Tuned Liquid Dampers (TLDs) for suppressing the dynamic response of a platform structure subjected to wave loading and to explore the applicability of TLDs for suppressing the structural vibration of fixed offshore platforms. The experimental model is scaled according to a full size platform by matching its dynamic properties. Rectangular and circular TLDs of various sizes and water depths are examined.The experiments were performed in a 2-D wave flume. The effectiveness of TLDs is evaluated based on their response reduction. By observing the performance and the behavior of TLDs through laboratory experiments, the effects of a number of parameters including container shape, container size, number of dampers, frequency ratio, mass ratio, and incident wave characteristics are investigated.  相似文献   

20.
GPS�۲����ݵ�С����ֵ������   总被引:3,自引:1,他引:2  
????С???任??GPS????????????????????????????????????????????????????????????????????????????????С???????????????????????????????????????????????????????????????????????н????????????????????????????????????????4????????????й?????????Ч??????  相似文献   

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