A Time-Domain Coupled Model for Nonlinear Wave Forces on A Fixed Box-Shaped Ship in A Harbor   总被引：2，自引：1，他引：1  

王大国  邹志利  谭国焕  刘霞 《中国海洋工程》2010,24(1):41-56

A 2-D time-domain numerical coupled model is developed to obtain an efficient method for nonlinear wave forces on a fixed box-shaped ship in a harbor.The domain is divided into an inner domain and an outer domain.The inner domain is the area beneath the ship and the flow is described by the simplified Euler equations.The other area is the outer domain and the flow is defined by the higher-order Boussinesq equations in order to consider the nonlinearity of the wave motions.Along the interface boundaries between the inner domain and the outer domain,the volume flux is assumed to be continuous and the wave pressures are equal.Relevant physical experiment is conducted to validate the present model.It is shown that the numerical results agree with the experimental data.Compared with the coupled model with the flow in the inner domain governed by the Laplace equation,the present coupled model is more efficient and its solution procedure is more simple,which is particularly useful for the study on the effect of the nonlinear wave forces on a fixed box-shaped ship in a large harbor.  相似文献   

Hydrodynamic characteristics and sediment transport of a tidal river under influence of wading engineering groups     

陈珺  唐洪武  肖洋  嵇敏 《中国海洋工程》2013,27(6):829-842

By taking the Yong River for example in this paper, based on the multiple measured data during 1957 to 2009, the change process of runoff, tide feature, tidal wave, tidal influx and sediment transport are analyzed. Then a mathematical model is used to reveal the influence mechanism on hydrodynamic characteristics and sediment transport of the wading engineering groups such as a tide gate, a breakwater, reservoirs, bridges and wharves, which were built in different periods. The results showed the hydrodynamic characteristics and sediment transport of the Yong River changed obviously due to the wading engineering groups. The tide gate induced deformation of the tidal wave, obvious reduction of the tidal influx and weakness of the tidal dynamic, decrease of the sediment yield of flood and ebb tide and channel deposition. The breakwater blocked estuarine entrances, resulting in the change of the tidal current and the reduction of the tidal influx in the estuarine area. The large-scale reservoirs gradually made the decrease of the Yong River runoff. The bridge and wharf groups took up cross-section areas, the cumulative affection of which caused the increase of tidal level in the tidal river.  相似文献   

二维地电断面电测深法正演     

方文藻 《西安地质学院学报》1990,12(4):55-62

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一种计算滑坡体积的新方法   总被引：1，自引：0，他引：1  

熊道锟  胡济珍 《水文地质工程地质》1990,(2):51-54,50

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硅酸盐溶体的体积行为   总被引：2，自引：0，他引：2  

张金民  叶大年 《矿物学报》1989,9(2):112-118

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不规则水体断面面积及体积的计算—兼论多面函数内插模型的精度     

黄谟涛 《武汉大学学报(信息科学版)》1988,(2)

本文以吕言的三次曲面函数内插模型为基础,推出一套计算不规则水体断面面积及其体积的封闭公式,并用实例加以验证。最后从另一侧面探讨了多面函数模型的内插精度问题。本文得到的公式同样适用于工程上的土方量及断面面积的计算。  相似文献   

钙钛矿型结构亚硝酸盐和氰化物的分子体积          下载免费PDF全文

董麒  叶大年 《地质科学》1993,28(1):44-51

绝大部分的亚硝酸盐和氰化物属于钙钛矿型结构,但有部分化合物为“反”钙钛矿型结构,充填空洞A位的阳离子的拓扑体积为0。阴离子团NO₂^-和CN^-的拓扑体积都近乎常数,分别为41.73ų和40.03ų,标准方差σ_n-1=1.516和σ_n-1=1.25。由此,进一步证明了原来的一套离子拓扑体积数值的普适性。“反”钙钛矿型结构中A位阳离子的平均半径r_A>1.00Å时,三价阳离子会产生扩容效应,其扩容系数大约是其本身拓扑体积的2倍;正钙钛矿型结构中,当A位是由半径较大的Cs⁺充填时,Cs⁺也会产生扩容效应,其扩容系数约为24ų。氰化物中结晶水分子的拓扑体积近乎常数,为24ų或0。  相似文献   

有机化合物分子体积的加和性 Ⅱ.常见官能团的拓扑体积     

董麒  叶大年 《沉积学报》1993,11(1):1-11

有机化合物中各种常见官能团（羟基-OH,硫酸基-SH,醛根-COH,羰基-CO-,羧酸根-COOH,酯-COO-,酰基-COCl,-COBr,腈-CN,硝基-NO₂;,胺基-NH₂,=NH、≡N,卤取代基-F、-Cl、Br、-I以及苯、酚环等）的拓扑体积都近于常数。这些官能团之间及其本身在拓扑体积方面具有和谐而统一的可加和性。得到了一套普适的官能团拓扑体积数值表。  相似文献   

双密度重叠找气新方法     

刘舒杰  谭廷栋 《物探与化探》1994,18(4):289-296

本文根据岩石孔隙中的天然气引起介电测井孔隙度减小和密度测井孔隙度增大的原理,建立了双密度重叠找气新方法,消除了岩性的影响,提高了测井找气的分辨率,增加了评价气层的直观性。该方法用于寻找陕甘宁盆地低孔隙白云岩气藏,获得了明显的地质效果。这种方法还可以在其它储层岩性气藏中应用。  相似文献   

钱塘江口涌潮的二维数值模拟   总被引：16，自引：1，他引：16       下载免费PDF全文

谭维炎  韩曾萃 《水科学进展》1995,6(2):83-93

应用二维有限体积法、Osher格式及间断拟合法,计算了钱塘江河口涌潮产生、发展到消亡的全过程。该算法能保证水量和动量守恒,且能适应水深巨大变化和动边界。根据钱塘江涌潮的特点,可将其合理概化为一线潮。在网格尺寸较大情况下,计算的一线潮仍保持高分辨率,能准确满足水力学间断条件,且计算量小,可以在微机上实现。在对某实测半日小潮进行率定后,对随后的大潮进行了验证计算,涌潮的主要特征(如涌潮高度、移速、水位和流场等)与实测资料符合良好,证实了模型的合理性和模拟能力。  相似文献