Interaction of oblique waves with an infinite cylinder     

C.J. Garrison 《Applied Ocean Research》1984,6(1):4-15

A Green's function procedure is applied to compute the oblique wave interaction with a cylinder of arbitrary section on the free surface in water of infinite depth. Also, the hydrodynamic coefficients associated with the motion of the cylinder oscillating in its three degrees of freedom, periodic along its axis, are treated. A computer program based on the present procedure is found to be accurate and efficient. The results are applicable to the analysis of floating breakwaters, floating bridges, ship hulls and other elongated structures on a free surface.  相似文献   

Long-term dispersion in unsteady skewed free surface flow     

John M. Hamrick 《Estuarine, Coastal and Shelf Science》1986,23(6)

An analysis of two-dimensional horizontal plane shear dispersion in steady, periodic, almost-periodic and randomly forced skewed free surface flow is presented. A two-time scale perturbation analysis of the advection-diffusion equation is used to derive the two-dimensional advection-dispersion equation and the horizontal dispersion coefficient tensor. For combinations of steady, periodic and almost-periodic flow, the time dependent dispersion coefficient tensor contains steady terms and periodic terms at frequencies associated with the forcing frequencies and their sums and differences. For combinations of steady, periodic, almost-periodic and stationary random forcings, the expected value dispersion coefficient tensor contains terms associated with the steady forcings and terms associated with the unsteady forcings represented by the spectral density functions of the unsteady forcings. Estimates of the magnitude of the expected value dispersion coefficient tensor are presented for representative estuarine and continental shelf conditions.  相似文献   

Forcing of large-scale cycles of coastal change at the entrance to Willapa Bay, Washington     

Robert A. Morton  H. Edward Clifton  Russell L. Peterson 《Marine Geology》2007,246(1):24-41

Anomalous morphological features within large estuaries may be: (1) recorders of external forces that periodically overwhelm the normal morphodynamic responses to estuarine energy fluxes, and (2) possible predictors of cycles of future coastal change. At the entrance to Willapa Bay, Washington, chronic beach erosion and frequent coastal flooding are related to the historical northward channel migration that destroyed the protective sand spits of Cape Shoalwater. Northward channel migration since the late 1800s conforms to the long-term net sediment transport direction. What requires explanation is periodic southward relocation of the trunk channel by as much as 5 km, and attendant construction of moderately large sand spits on the north side of the bay such as Kindred Island, Tokeland Peninsula, and Cape Shoalwater.Both autocyclic and allocyclic processes may have been responsible for trunk channel realignment and associated spit deposition. Channel recycling may occur when the main channel becomes overextended to the north and the tidal flow is inefficient because of its decreased gradient and increased susceptibility to shoaling by the growth and migration of tidal sand ridges. Under those conditions trunk channel relocation would be facilitated by increased wave heights and water levels of El Niño winter storms. However, co-seismic subsidence is the most likely mechanism for abruptly increasing sand supply and longshore transport that would favor discrete periods of channel relocation and spit deposition. Unless external forcing changes sand supply and predominant sediment transport directions in the future, the relative rise in sea level, frequent winter storms, and local deficit in the sand budget assure that beach erosion will continue at the mouth of this large estuary.  相似文献   

Oblique and Multi-Directional Random Wave Loads on Vertical Breakwaters   总被引：3，自引：1，他引：3  

俞聿修  李本霞  张宁川 《中国海洋工程》2003,17(2)

1 .IntroductionTraditionally ,thedesignofcoastalstructuresisbasedontheformulaedevelopedforhead onuni directionalwaves .However,wavesusuallyattackabreakwaterobliquely ,formingshort crestedwavesinfrontofthebreakwater.Ontheotherhand ,asthehumanactivityareaisspreading ,thewaterdepthattheconstructionsiteforbreakwatershasatendencytobecomelarge ,andsomebreakwatershavebeenconstructedinwaterareasdeeperthan 6 0minJapan (Tanimotoetal.,1 988) .Theseawaveismulti directionalandrandom ,especiallyindeepwater…  相似文献   

Numerical Solution of Membrane Forces for A Free-Free Floating Plate with Large Deflection   总被引：1，自引：0，他引：1  

陈徐均  崔维成  宋皓  汤雪峰 《中国海洋工程》2003,17(2)

1 .IntroductionVerylargefloatingstructures (VLFS)haveattractedconsiderableattentionrecentlyduetoitspo tentialuseintheexploitationofoceanresourcesandintheutilizationofoceanspaces (Cui,2 0 0 2 ) .Owingtoitslargesizeandrelativelysmallthickness ,theinfluenceofelasticdeformationonthehydro dynamicresponseisimportant.Thisisknownashydroelasticity .Threedimensionallinear (Wu ,1 984;PriceandWu ,1 985)andnonlinear (Chenetal.,2 0 0 3)hydroelasticityiswellappliedtotheanalysisofthreedimensionalshipsando…  相似文献   

三阶Stokes型随机波浪载荷谱研究     

马汝建  赵锡平 《海洋科学》2002,26(11):38-43

应用非线性谱分析理论，对三阶Stokes型随机波浪载荷谱进行了分析，将波面方程及海水质点的水平速度用一阶波面的非线性组表示，导出了随机波浪谱的表达式。为了便于求解随机波浪的载荷谱，将阻力项展开为幂级数式，并应用非线性谱分析理论，确定了幂级数的系数，进而将波浪载荷表示为一阶波面及其导数的非线性组合，最后得出波浪载荷谱密度的表达式，并应用数值分析方法，得出单位桩柱波浪力及总波浪力谱密度。  相似文献   

Second-Order Potentials and Forces for Two-Dimensional Diffraction Problem of Finite Water Depth     

Duan Wenyang  He Wuzhou Graduate student 《中国海洋工程》1994,(3)

-In this paper, an analytical solution in the outer region of finite water depth is derived for the second-order diffraction potential, which gives a clear physical meaning of the wave transmission and reflection characteristics in the far field. A numerical method-simple Green's function technique-for calculating the second-order diffraction potential in the inner region is also described. Numerical results are provided for the second-order wave forces on a semi-submerged cylinder. It is found that the contribution of second-order diffraction potential to second-order wave forces is important. The effect of water depth and submerged depth on the wave force is also discussed.  相似文献   

直流电法勘探中"干扰场"形成机理、表现特征及应用浅析     

周金华  黄经明  覃永炎  黄革非 《华南地质与矿产》2007,(3):70-74

电法勘探野外观测中常遇到干扰电场,影响观测精度和工作效率,有时甚至使观测无法开展。对干扰场进行研究,从干扰场中获取有用信息,把干扰场应用于地质找矿中有着十分重要的意义。经观测发现,干扰场以直流脉冲型为主;以直流渐变型和低频波动型为辅。通过己知矿区的试验应用表明:在良导矿床和构造破碎带上,干扰场强度有明显的异常出现,表明干扰场异常与矿体及其他物化探异常有一定的对应关系,异常形态及走向与矿体的走向和产状有关,且干扰场异常具有重现性和规律性。通过对干扰场的研究,可解决一些地质问题。  相似文献   

新疆于田绿洲荒漠交错带土地利用变化的社会驱动力研究   总被引：15，自引：15，他引：15  

王国友  塔西甫拉提·特依拜  谭灵芝 《中国沙漠》2006,26(2):259-263

 以新疆于田绿洲为例,在遥感手段对图形分析的基础之上，从景观特征上为于田绿洲土地利用变化的具体表现提供空间分析功能。结合多年的调查数据和统计资料，通过研究区遥感分类影像获得的不同土地利用类型的面积变化和转移趋势，运用SPSS软件获得于田绿洲荒漠交错带土地利用变化的综合驱动力方程，包括经济发展、人口增长、和政治经济政策等个方面。获得了影响该研究区土地利用变化的社会影响因子。结果表明，20世纪90年代以来于田地区人口的增长是土地利用/覆盖变化最主要驱动力因素，其次是牲畜头数的增长以及采樵量的变化。  相似文献   

黑河中游土地利用/覆盖变化驱动力的定量分析   总被引：13，自引：4，他引：13  

张勃  毛彦成  柳景峰 《干旱区地理》2006,29(5):726-730

以1981-2005年间近25年数据为基础,定量分析了绿洲区土地利用/覆盖变化的社会经济与自然驱动力。文中对指标进行了相关分析、主成分分析和回归分析,对社会经济和自然驱动力的10个指标综合分析和对比,确定绿洲区土地利用/覆盖变化的主要驱动因子,阐明干旱区绿洲土地利用/覆盖变化的驱动机制。结果表明:黑河中游土地利用/覆盖变化驱动力的第一主成分、第二主成分和第三主成分的贡献率分别为50.501%、17.819%和17.480%,反映出绿洲土地利用/覆盖变化驱动力因子的综合性与复杂性,其中,社会经济驱动力在黑河中游LUCC中起到主导作用,自然驱动力相对来说作用较小。  相似文献