A nonlinear wave profile correction of the diffraction of a wave by a long breakwater: Fixed point approach     

T.S. Jang  S.H. Kwon  Takeshi Kinoshita  B.J. Kim 《Ocean Engineering》2007,34(3-4):500-509

The authors of the present paper have suggested an iterative scheme to calculate the nonlinear wave profiles [Jang and Kwon, 2005. Application of nonlinear iteration scheme to the nonlinear water wave problem: Stokes wave. Ocean Engineering 32, 1862–1872]. The scheme was shown to be good for estimating nonlinear wave profiles. In the study, the iterative scheme is applied to the wave-diffraction problem by a long breakwater to calculate a diffracted wave by the breakwater. The iterative solution of diffraction was compared with the linear solution of Sommerfeld, 1896. [Mathematische Theoried der Diffraction. Mathematical Annals 47, 317–374]. For a small wave slope, the two solutions were in good agreement. However, the scheme enabled us to observe the nonlinear behaviors of a beating phenomenon and of wave profile such as Stokes’ wave for a relatively large wave slope: as the wave slope becomes larger, we can examine the nonlinear wave characteristics of the actual shapes of waves, i.e., the crests are steeper and the troughs are flatter.  相似文献   

反演一维声阻抗的Sondhi-Gopinath 法     

张维冈  胡毅  孟凡顺 《中国海洋大学学报(自然科学版)》2001,31(6):906-910

作者从一维波动方程反问题的数学模型出发,经拉氏变换,根据Sondhi-Gopinath法,导出了分布参数系统一维声阻抗反问题的解析式.该解是一个称为脉冲响应参量的函数,它可由地面观测波场和位移速度来确定.  相似文献   

Experimental and Theoretical Investigation of Wave Forces on A Partially-Perforated Caisson Breakwater with A Rock-Filled Core   总被引：2，自引：0，他引：2  

刘勇 李玉成滕斌  姜俊杰 《中国海洋工程》2006,20(2):179-198

1.IntroductionVertical breakwaters are widely used for harbor and coastline protection in coastal engineering.Recently,perforated breakwaters have been often used in practice as they can effectively reduce thewaveforces actingon,the wave reflectionfromand…  相似文献   

双拖网网口扩张的估算方法     

侯恩淮  潘辉明  王有党 《中国海洋大学学报(自然科学版)》1989,(Z2)

本文用计算确定双拖网曳纲的空间形状与张力,估算在一定拖速下两船间距、水深与网具水平扩张的关系。根据模型试验测出的水平与垂直扩张值,换算出双拖网网口高度并与实测结果比较。可针对各级渔轮和生产条件,广泛计算并列出图表,以便在生产中用于双拖网调整。  相似文献   

Meiobenthos in Nha trang bay of the south China sea (Vietnam)   总被引：1，自引：0，他引：1  

Olga N. Pavlyuk  Julia A. Trebukhova 《Ocean Science Journal》2006,41(3):139-148

The distribution of the taxonomical composition and the density of meiobenthos depending on the sediment type has been studied in bottom sediments of Nha Trang Bay. The maximal population density and the taxonomical diversity were observed in the silted coarse and heterogeneous sand (1031.4μ419.7 ind. 10 cm^-2), whereas the minimal level of density and diversity (588.1μ152.5 ind. 10 cm^-2) was in the coarse and heterogeneous sand with shell debris and corals. The correlation between the median diameter of sediment particles and population density of meiobenthos has been revealed (r=0.82, p<0.05). In bottom sediments of Nha Trang Bay, twenty six taxonomic groups of meiobenthos were observed. Nematodes dominated in all sediment types. Representatives of four orders, twenty eight families and ninety seven genera of marine nematodes were identified. The vertical distribution of meiobenthos in different sediment types was considered. A sediment column (10 cm height) was sectioned by five 2 cm portions. In the last layer (8-10 cm) the most number of meiobenthic groups was found in sandy sediments. In the lower layers of silt sediments, only nematodes were found.  相似文献   

粘性流体在光滑横管外壁形成液膜的机理研究     

梁泽德  梅宁  韩明山 《中国海洋大学学报(自然科学版)》2004,34(1):128-132

采用低雷诺数小流量模型 ,对轴向有外加恒定速度气体流动的粘性流体在水平管外形成的液膜的流速及膜厚分布进行分析和计算。计算中针对本文所研究对象的情况 ,对柱坐标系下的液膜和气膜连续方程和 Navier- Stokes方程均进行无量纲处理 ,忽略高阶小量 ,从而抓住影响问题的主要方面 ,进行计算得到了附壁膜流速表达式和膜厚的数值解。  相似文献   

地质计时的天文"钟摆"   总被引：17，自引：1，他引：17  

汪品先 《海洋地质与第四纪地质》2006,26(1):1-7

地球系统科学的发展,对于地质过程的时间度量提出了新要求。迄今为止,地球轨道参数的变化是地质尺度上惟一可以精确定量计算的周期现象,可以用作地质计时的标尺。40万年的偏心率长周期,是地质历史上最为稳定的轨道参数,至少在新生代以来通过低纬过程驱动着大洋碳储库的周期变化,是普遍出现而且容易辨认的轨道周期,可望作为地球历史的天文“钟摆”用于地质计时。  相似文献   

南海海水中DO的平面、垂直分布以及海-气交换通量   总被引：2，自引：0，他引：2  

刘小涯  潘建明  张海生  姚龙奎 《海洋学研究》2005,23(4):41-48

根据1998年7月和1999年1月南海两个航次的综合调查结果,对溶解氧(DO)的平面、垂直分布以及海-气交换通量进行了研究,结果表明:表层海水是DO浓度最高的含氧层,在次表层20~75 m处普遍存在着DO浓度的最大值(440μm o l/dm3),同时该层还出现了pH值的最大值和活性磷酸盐浓度的最小值,其位置在温跃层的下界附近。对夏季表层DO和活性磷酸盐进行相关性分析可知,其相关系数为-0.915(n=288),两者呈显著负相关;同时,DO和pH值垂向变化趋势相一致,相关系数为0.951(n=288),两者呈强烈正相关。通过计算,得到1998年夏季和1999年冬季海面溶解氧的海-气交换通量:夏季释放通量为-0.346~0.226 m o l/(m2.d);冬季为-0.234~3.123 m o l/(m2.d)。由于夏季南海海水生物的初级生产力相对要高于冬季,因此夏季溶解氧向上通量的区域较冬季广,同时,海-气交换的通量随区域的变化也有所不同。  相似文献   

黑龙江省中强震的周期性特征及中长期预报效能     

黄忠仁 《东北地震研究》1991,(4)

本文以黑龙江省1900年至1989年>4.5级地震,讨论了中强地震的发生律规及特征,指出:黑龙江省中强地震具有明显的周期活跃性,其发生的地震类型、震中位置、活跃时段、平静期长短等特征都具有"重现性".具有很高的中长期预报效能.这表明:地震是地球上发生的特殊自然现象,也具有"自然节律"的特征.  相似文献   

Influences of axial load on the lateral response of single pile with integral equation method     

Fayun Liang  Haibing Chen  Shengli Chen 《国际地质力学数值与分析法杂志》2012,36(16):1831-1845

This article revisits the influences of axial load on the lateral response of single pile with integral equation method. The problem is formulated by decomposing the pile soil system into an extended elastic soil and a fictitious pile, the former of which is analyzed by making use of the fundamental Mindlin's solution for a concentrated horizontal load whereas the latter is modeled by the conventional beam bending theory. According to the rotation compatibility condition between the fictitious pile and the extended soil, a Fredholm integral equation of the second kind is established with the shear strain and rotation angle of the fictitious pile being the basic unknowns. The bending moment and displacement distribution along the pile are subsequently obtained. Comparison with existing solutions validates the accuracy and applicability of the present formulation. The results of parametric analysis indicate that the influences of axial load on the lateral response of single piles could be significant, and in general, the bending moment and horizontal displacement distributions along the pile increase considerably with the increase of axial load. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献