Characteristics of water exchange in the Luzon Strait during September 2006   总被引：7，自引：1，他引：6  

周慧  南峰  侍茂崇  周良明  郭佩芳 《中国海洋湖沼学报》2009,27(3):650-657

The Luzon Strait is the only deep channel that connects the South China Sea(SCS) with the Pacific.The transport through the Luzon Strait is an important process influencing the circulation,heat and water budgets of the SCS.Early observations have suggested that water enters the SCS in winter but water inflow or outflow in summer is quite controversial.On the basis of hydrographic measurements from CTD along 120° E in the Luzon Strait during the period from September 18 to 20 in 2006,the characteristics of t...  相似文献   

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   

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   

无结构网格上二维浅水流动的数值模拟   总被引：28，自引：13，他引：28       下载免费PDF全文

胡四一  谭维炎 《水科学进展》1995,6(1):1-9

提出在无结构网格上建立有限体积高性能格式族的统一框架,通过引入跨单元界面法向数值通量的逆风分解,将一维Osher、TVD两种通量分裂格式自然地推广至二维浅水方程组。给出了各种情况下浅水方程组有限体积法边界处理的计算公式。最后,利用该格式对穹包溢流、陆地动边界和河口潮流三个问题进行计算。结果表明,这类守恒格式具有高精度、无振荡性以及处理复杂流态过渡、自动捕俘间断和模拟陆地动边界的功能。  相似文献   

地震自相似现象初探   总被引：2，自引：1，他引：2  

李海华  张勇利 《内陆地震》1990,4(4):292-300

依据破裂过程和震源物理参数相似性,给出了自相似震源椭球体三轴之比约为a:b:c=1:0.2:0.2。基于分维理论和方法,讨论了自相似的地震时空分布的分维和强震前的降维现象。由前兆展布范围,大震前区域地震活动特征以及地震空区等可导出近源前兆(红肿)区线性尺度约为震源区的5倍。  相似文献   

On the distribution of flood volume in partial duration series analysis of flood phenomena     

V. Choulakian  N. El-Jabi  J. Moussi 《Stochastic Hydrology and Hydraulics》1990,4(3):217-226

A methodology based on the theory of stochastic processes is applied to the analysis of floods. The approach will be based on some results of the theory of extreme values over a threshold. In this paper, we focus on the estimation of the distribution of the flood volume in partial duration series analysis of flood phenomena, by using a bivariate exponential distribution of discharge exceedances and durations over a base level.  相似文献   

地电供电系统对地磁观测的影响试验     

刘冰欣  黄宝琴 《地震》1994,(4):82-85

通过试验，认为地电供电系统对地磁观测的影响主要是来自供电导线产生的磁场，其强与公式Ｈ＝１／１０．２Ｉ／ｒ计算结果基本相符。而地下电流产生的磁场是很弱的，这对避免和减小其影响提供了新思维。  相似文献   

Surface runoff and sediment yield in the Ardèche rangelands     

J. M. Roels 《地球表面变化过程与地形》1984,9(4):371-381

This paper presents a case study of runoff and sediment generation under Submediterranean rangeland conditions (Ardèche drainage basin, France). Measurements indicate that on a rough hillslope interrill runoff and sediment are not produced uniformly over the slope surface. It is observed that runoff concentrates immediately in non-permanent interrill flow paths, which under average storm conditions vary in length from 1.0 to 12.5 m. Long interrill flow paths may eventually become permanent. These permanent flow paths, called pre-rills, are introduced as a new source area, and are considered to be the initial stage in the development of rills. Along pre-rills considerable quantities of runoff and sediment are carried away. This study also shows that calculations based on interrill, pre-rill, and rill runoff will only have significance if storm and soil conditions are specified in detail. It is concluded from a correlation analysis between the runoff volume and the amount of soil loss on a storm-by-storm basis that the runoff volume alone cannot explain the amount of sediment that is generated in each source area; soil availability is an additional factor that must be taken into account.  相似文献   

灰色系统理论在单桩静载荷试验中的应用   总被引：1，自引：0，他引：1  

陈科平  彭振斌  何忠明 《矿产与地质》2005,19(5):573-575

为了通过预测单桩沉降量去估算其极限承载力,基于静载荷试验所得的桩基沉降量具有灰指数律特征,将荷载Q看作广义的时间,建立了荷载序列的等步长及非等步长GM （1,1）预测模型.工程实例证明,所建立的灰色预测模型具有较好的实用性和创新性.  相似文献