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21.
Nicholas Dodd 《中国海洋工程》1995,(2)
A nonlinear short-wave-averaged (surf beat) model is presented. The model is based on that of Roelvink (1993), but the numerical techniques used in the solution are based on the so-called weighted-averaged flux (WAF) method (eg Watson et al., 1992), with time-operator splitting used for the treatment of some of the source terms. This method allows a small number of computational points to be used, and is particularly efficient in modelling breaking long waves. The short-wave (or primary-wave) energy equation is solved using a more traditional Lax-Wendroff technique. Results of validation indicate that the model performs satisfactorily in most respects. 相似文献
22.
Xia Zhenhuan. Professor Dept. Hydraulic Engineering. Tsinshua University. Song Genpei. Lecturer. kept. Hydraulic Engineering. Tsinghua University. Chen Yiping. Assistant. Dept. Hydraulic Engineerins Tsomghua University Wang Gang. Engineer. Research institute of Naval Engineering. PLA 《国际泥沙研究》1990,(1)
1. INTRODUCTIONAs a wide range of size distirbution including usually a certain POrtion of cohesive material is thecommon feature of the sediment constituting hyperconcentrated flows. it is desirable to study the settling properties of mixtures of cohesive and non--cohesjve sediment particles at high concentrations.Past studies on the settling of discrete particles in a suspension of fine cohesjve sediment is scarcein the literature. The Sediment Research Laboratory of Tsinghua Universi… 相似文献
23.
水库洪水标准的风险分析 总被引:2,自引:0,他引:2
将标准风险评估方法应用到水库洪水标准的风险分析中,并以柴河水库为例,说明水库洪水标准的风险分析方法是可行的,具有推广价值。 相似文献
24.
Li Peiying Cheng Zhenbo Lu Houyuan Liu Guohai First Institute of Oceanography SOA Qingdao Shandong Liaoning Teachers University Dalian Liaoning Liu Linqun 《《地质学报》英文版》1992,66(3):311-325
This Paper discusses the origin of the Coastal Zone Loess on the Liaodong Peninsula, Liaoning Province.The loess is composed mainly of proximal materials transported by low-altitude air flow and less commonly ofinland distal materials carried by high-altitude air flow. The main provenance is the Liaodong Bay. When thesea level declined during glacial period, the bottoms of the Liaodong Bay and Bohai Sea emerged, wheredesertization occurred. As a result, submarine sediments were transported by strong northwesterly winds to theeastern coastal zone of the peninsula and deposited there. These materials mixed with the windblown dust car-ried by atmospheric circulation from the interior of the continent, forming the loess. 相似文献
25.
东北深,浅源地震的相关活动 总被引:1,自引:0,他引:1
朱兆才 《地震地磁观测与研究》1992,13(4):20-24
本文讨论了东北深、浅源地震在时间上、强度上的相关活动特点,认为东北地震是太平洋板块俯冲与亚欧板块挤压作用的结果。东北深震超前于浅源地震活动,可为浅源地震监测预报提供信息。 相似文献
26.
论述了建立海洋界面测量学这一新学科支的背景,对海洋界面测量学的定义及其研究内容进行了探讨,同时论述了它与相关学科的联系,并由此对海洋测量学乃至整个测量学做了进一步思考,提出了一些新的看法。 相似文献
27.
着重讨论补偿电流对核旋分量磁力仪在观测地磁场垂直分量中的影响,介绍了补偿稳流装置和在大连地磁台应用的效果。 相似文献
28.
减小水平分量磁变仪记录非线性的技术措施 总被引:2,自引:0,他引:2
朱兆才 《地震地磁观测与研究》1993,14(3):53-58
讨论了减小水平分量磁变仪记录非线性的技术措施。选择适宜的标度值(C/M)、选取适当的入射角α_0、选择适当的记录距离R是改善水平分量磁变仪记录状态的主要途径。文中对比作了具体分析。 相似文献
29.
Landslides are a major component of geomorphological processes on the steep slopes of the Himalayan mountains. Three slides in the Annapurna region demonstrate a sequence from large to very large failures. 相似文献
30.
KONG Desen LUAN Maotian and WANG Weiming School of Civil Engineering Harbin Institute of Technology Harbin P.R.China School of Civil Architectural Engineering Shandong University of Science Technology Qingdao P.R.China Institute of Geotechnical Engineering Dalian University of Technology Dalian P.R.China 《中国海洋大学学报(英文版)》2006,(1)
The study on the earthquake-resistant performance of a pile-soil-structure interaction system is a relatively complicated and primarily important issue in civil engineering practice. In this paper, a computational model and computation procedures for pile-supported structures, which can duly consider the pile-soil interaction effect, are established by the finite element method. Numerical implementation is made in the time domain. A simplified approximation for the seismic response analysis of pile-soil-structure systems is briefly presented. Then a comparative study is performed for an engineering example with numerical results computed respectively by the finite element method and the simplified method. Through comparative analysis, it is shown that the results obtained by the simplified method well agree with those achieved by the finite element method. The numerical results and findings will offer instructive guidelines for earthquake-resistant analysis and design of pile-supported structures. 相似文献