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1.
基于GMS的三维TOUGH2模型及模拟   总被引:1,自引:0,他引:1  
GMS和TOUGH2均是应用广泛的地下流动系统数值模拟软件,其中,GMS界面友好,功能强大;而TOUGH2虽具有强大的数值计算能力,但缺乏友好的可视化前后处理界面。本文借助GMS强大的前处理能力,基于概念模型建立了三维复杂模型,把GMS/MODFLOW三维数值模型(包括网格数据、岩性数据、初始和边界数据等)转化为TOUGH2数值模型进行数值计算。通过两个计算实例(含水层水平没有起伏和有起伏)对比分析了GMS/MODFLOW和TOUGH2计算结果的差异。结果显示,该方法可以快速地建立刻画复杂地质条件的TOUGH2模型,计算结果与GMS/MODFLOW差异很小,说明两个软件均有很高的可信度;同时,该方法发挥了两个软件各自的优势,为进行更为复杂的多相流动数值模拟提供了可行性。  相似文献   
2.
随机激励下非线性海洋结构物响应分析方法研究进展   总被引:1,自引:0,他引:1  
王迎光  谭家华 《海洋工程》2007,25(4):112-119
对在随机载荷作用下非线性海洋结构物的运动响应分析的各种方法进行了综述,对有些方法的基本原理做了阐述,并指出一些最新的研究进展和今后进一步研究的方向。  相似文献   
3.
LI  Wen-long 《中国海洋工程》2003,17(4):541-550
The floating oil storage system has been proposed as a new facility for Strategic Petroleum Reserve (SPR) in China. Mooring is one of the key technologies to ensure the safety, reliability, and performance of the oil storage system. This paper describes the concept, analysis, design and reliability of the mooring system. For mooring system design of these oil vessels, analysis is essential of the behavior of the vessel in connection with mooring facilities of nonlinear resilience. A nonlinear mathematical model for analyzing a moored vessel is established and solved. Some results of numerical simulations are presented. Assessment of the safety regarding the mooring system in terms of failure probability is carried out. Another simulation model for calculating the failure probability of the mooring system is proposed. The design parameters that have an influence on the characteristics of the failure probability have been identified. The simulation results show that the mooring system has an annual reliab  相似文献   
4.
土工布充砂袋的应用及其研究进展   总被引:11,自引:1,他引:10  
张文斌  谭家华 《海洋工程》2004,22(2):98-104
对土工布充砂袋技术和国内外的应用进行了介绍。鉴于土工布充砂袋属于一种新兴起的土工新材料和新技术,在设计和工程实际中还存在着许多急待解决的问题,着重对各种典型状态和典型环境下的土工布充砂袋的变形、应力和土工布充砂袋堆的稳定性研究进展进行综述,最后提出进一步研究的思路。  相似文献   
5.
Semisubmersible will work well when oil exploitation goes to ultra-deep water because of its variable load capacities, and good motion performance in extreme waves. It is considered to be a main type of platform while the water depth is more than 3000 meters. This paper establishes a multi-objective optimization model of semisubmersible for ultra-deep water, and it is solved by a multi-objective genetic algorithm--NSGA-Ⅱ. The model is applied to a practical design, and Pareto results are obtained. The effectiveness of the method is verified by hydrodynamic analysis.  相似文献   
6.
The response statistics of a compliant offshore structure excited by slowly varying wave drift forces is calculated by use of a numerical path integral solution method,rlhe path integral solution is based on the Gauss-Legendre interpolation scheme,and the values of the response probability density are obtained at the Gauss quadrature points in sub-intervals.It is demonstrated that a distinct advantage of the path integral solution is that the joint probabihty density of the response displacement and velocity is one of the by products of the calculations.This makes it possible to calculate the mean level up-crossing rates,which provides estimates of the exceedance probabilities of specified response levels for given time periods.  相似文献   
7.
我国战略石油储备船概念设计研究   总被引:10,自引:1,他引:9  
阐述了建立我国战略石油储备的必要性,对国外石油储备状况及储备方式做了简要介绍。从我国国情出发,提出了80万m^3浮式钢结构储油船方案设计,建立了储油船整船有限元模型,利用全船三维有限元结构分析技术进行了油舱的分舱设计,供超大型储油船设计时参考。  相似文献   
8.
HE  Yanping 《中国海洋工程》2002,16(2):257-262
Subsea pipelay has a relatively long history. In recent years, there has been a domestic need for the laying of large diameter thin wall pipes. A land-based trial for the large diameter thin wall specimen pipe is described in this paper. Re-gression analysis is performed for the trial data and the formula derived can express the trial data very well. Numerical analysis is adopted to compute various trial conditions. Then the numerical model is revised with the trial results, which are consistent with each other. After summarization of the results of trial and numerical analysis, the characteristics are described of the spatial configuration during the laying of the pipe and it is concluded that the maximum strain appears around the center of the raised pipeline. In the end, a reference Standard, which limits the maximum stress below the yield stress is provided.  相似文献   
9.
自升自航式船发展概况   总被引:9,自引:1,他引:8  
龚闽  谭家华 《海洋工程》2002,20(4):101-104
介绍了自升自航式船的历史和发展,描述了其主要功能和技术特点。  相似文献   
10.
常威  谭家华  黄琨  程烯  黄镇  万军伟 《中国岩溶》2020,39(3):400-408
以张家界—吉首—怀化高速铁路兰花隧道为例,在岩溶水文地质调查基础上结合地下水多元示踪技术,查明了兰花隧道隧址区各岩溶地下水系统以及地下暗河管道的空间展布。结果表明:(1)兰花隧道及其附近区域全部为寒武系碳酸盐岩裸露区,以峰丛洼地为主,地表和地下岩溶极为发育;(2)兰花隧道隧址及其附近区域共发育有呆业洞和兰花洞两个独立的地下暗河系统,其中Ⅰ号、Ⅱ号、Ⅲ号三个岩溶水系统属于兰花洞地下暗河系统的子系统;Ⅳ号岩溶水系统属于呆业洞地下暗河系统;(3)Ⅳ号岩溶地下水系统在平面和剖面上都没有与兰花隧道相交,不会对隧道突涌水构成威胁;(4)兰花洞地下暗河系统以中部兰花洞暗河天窗为界分为上游和下游两段,上游段Ⅰ号和Ⅱ号岩溶水系统在平面和剖面上都没有与兰花隧道相交,不会对兰花隧道突涌水构成威胁;下游段Ⅲ号岩溶水系统在平面上与兰花隧道相交(交点里程为DK60+100),可能存在隧道突涌水风险;(5)依据高分辨率降雨-水文动态监测数据,采用降雨入渗系数法预测在极端暴雨情况下兰花隧道揭露Ⅲ号岩溶管道的最大涌水量为7.08×104 m3?d-1。   相似文献   
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