变速成图系统技术关键及其在塔中西部的应用   总被引：5，自引：1，他引：5  

焦存礼  周杰  尚雅珍 《物探与化探》2003,27(3):189-193

变速构造成图是解决塔中地区低幅度构造问题和落实圈闭的方法之一,速度场的求取精度以及深度转换方法是变速构造成图的两个关键环节.采用层位反偏移技术使叠后时间偏移成果仅仅成为方便反射层位解释追踪的桥梁,避开了叠后时间偏移算法本身产生的偏移偏差和偏移速度不准造成的偏移误差对速度场建立与构造成图精度的影响;利用叠加速度反演进行逐层层速度求取,用三维空间射线追踪图形偏移技术把零偏移距时间域T₀图进行空间偏移归位到深度域,生成深度构造图.  相似文献   

内置空心钢球的圆截面钢管混凝土柱抗震性能试验          下载免费PDF全文

程晨  李鲲  范霏然  陈娟  杜国锋 《世界地震工程》2020,(4):042-52

为研究带空心钢球的钢管混凝土柱的抗震性能,以空心率和含钢率为参数,设计制作9个内置空心钢球的圆截面钢管混凝土柱和3个薄壁圆截面钢管混凝土柱,并进行拟静力试验,结合破坏形态通过延性系数和累积耗能等参数探讨了试件的抗震性能。研究结果表明:含钢率对内置空心钢球的薄壁圆形钢管混凝土柱极限荷载,峰前耗能的影响较大,空心率对试件延性系数,峰后耗能的影响显著;内置空心钢球的薄壁圆形钢管混凝土柱较实心薄壁圆形钢管混凝土柱极限荷载有所降低;试件水平荷载时程曲线的"V"字形波动的折线可以较直观的反映出结构损伤破坏过程,并在曲线数形与试验现象关联上和滞回曲线形成较好的一致性;可以通过优化内置空心钢球的大小和壁厚设计钢管混凝土柱,并取得与实心钢管混凝土柱同样的抗震性能,为同类钢管混凝土组合结构的设计提供了依据。  相似文献   

无黏性土压缩模型及其验证     

王龙  朱俊高  郭万里  陆阳洋 《岩土力学》2020,41(1):229-234

土体本构模型的建立往往需要以等向压缩模型为基础。通过对无黏性土等向压缩特性的分析,发现无黏性土等向压缩状态下压缩指数的大小与当前孔隙比和球应力密切相关,进而提出了以当前孔隙比和球应力为变量的可分离函数表示的压缩指数表达式。在此基础上得到一个可以描述无黏性土压缩特性的三参数压缩模型。与试验数据的对比表明,该模型能够较好地拟合不同初始孔隙比下无黏性土等向压缩试验的孔隙比-应力关系。与以极限压缩曲线为参考线建立的压缩模型相比,在拟合低应力区无黏性土的孔隙比-应力关系时,提出的新模型更具有实用性。新模型也可为无黏性土建立本构模型提供基础。  相似文献   

Modelling of groundwater mound formation resulting from transient recharge     

S. N. Rai  D. V. Ramana  S. Thiagarajan  A. Manglik 《水文研究》2001,15(8):1507-1514

An analytical solution of a linearized Boussinesq equation is obtained to predict water table fluctuations as a result of time varying recharge from a strip basin for any number of recharge cycles. The analytical solution is obtained by using finite Fourier sine transform. Applications of the solution for the prediction of water table fluctuations and sensitivity analysis are demonstrated with the help of example problems. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

岩土材料塑性损伤模型及拱坝的变形局部化分析     

陈新  杨强  周维垣 《岩土力学》2007,28(5):865-870

常规的弹塑性模型难以模拟材料破坏时由于内部损伤累积引起的变形局部化带形成过程。将岩土材料抽象为含有孔洞的球形体胞单元的集合体,采用一个标量--孔洞体积百分比来刻划单元的损伤程度,基于细观损伤力学提出了一个适用于岩土材料的塑性损伤模型。将该模型通过用户子程序嵌入到大型有限元商业软件MRAC中,研究岩土材料的局部化剪切带形成过程。采用该模型,成功地对平面应力条件下岩土材料单轴受压和单轴受拉试件的局部化破坏分别进行了数值模拟。采用该模型,对拱坝在超水载作用下的变形局部化进行了研究,数值计算结果表明,上游坝踵处最先发生变形局部化现象。  相似文献   

初始弹性模量的研究     

黄斌  徐日庆  何晓民 《岩土力学》2006,27(Z2):683-687

切线模量是增量本构中很重要的一个力学参数,研究其规律性意义很大,本文将从初始弹性模量方面对其进行探讨研究,推导出初始切线模量与围压、超固结比、初始孔隙比之间的关系式,并对杭州某一区域的软土进行了三轴试验进行验证。  相似文献   

Bivariate frequency analysis of nonstationary low‐flow series based on the time‐varying copula          下载免费PDF全文

Cong Jiang  Lihua Xiong  Chong‐Yu Xu  Shenglian Guo 《水文研究》2015,29(6):1521-1534

Many studies have analysed the nonstationarity in single hydrological variables due to changing environments. Yet, few researches have been done to investigate how the dependence structure between different individual hydrological variables is affected by changing environments. To investigate how the reservoirs have altered the dependence structure between river flows at different locations on the Hanjiang River, a time‐varying copula model, which takes the nonstationarity in the marginal distribution and/or the time variation in dependence structure between different hydrological series into consideration, is presented in this paper to perform a bivariate frequency analysis for the low‐flow series from two neighbouring hydrological gauges. The time‐varying moments model with either time or reservoir index as explanatory variables is applied to build the time‐varying marginal distributions of the two low‐flow series. It's found that both marginal distributions are nonstationary, and the reservoir index yields better performance than the time index in describing the nonstationarities in the marginal distributions. Then, the copula with the dependence parameter expressed as a function of either time or reservoir index is applied to model the variable dependence between the two low‐flow series. The copula with reservoir index as the explanatory variable of the dependence parameter has a better fitting performance than the copula with the constant or the time‐trend dependence parameter. Finally, the effect of the time variation in the joint distribution on three different types of joint return periods (i.e. AND, OR and Kendall) of low flows at two neighbouring hydrological gauges is presented. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

地层格架约束变速成图在永1砂砾岩油藏中的应用     

吕世超  解伟 《吉林地质》2015,(2)

永1砂砾岩体构造变化剧烈,岩性差异明显,速度场在各个方向都存在很大的变化,需要利用变速成图来描述地层的真实构造形态。在沉积认识的指导下,利用地震相特征将砂砾岩体划分为三个大期次,根据这三个期次界面建立地层格架,利用叠加速度场与井上的时深关系建立速度场。通过井上地质分层的验证,利用这种方法建立的速度场能够准确有效的对砂砾岩界面进行变速成图,精确描述地质体的构造特征。  相似文献   

Study on linear and nonlinear bottom friction parameterizations for regional tidal models using data assimilation   总被引：2，自引：0，他引：2  

Jicai Zhang  Xianqing LuPing Wang  Ya Ping Wang 《Continental Shelf Research》2011,31(6):555-573

Data assimilation technique (adjoint method) is applied to study the similarities and the differences between the Ekman (linear) and the Quadratic (nonlinear) bottom friction parameterizations for a two-dimensional tidal model. Two methods are used to treat the bottom friction coefficient (BFC). The first method assumes that the BFC is a constant in the entire computation domain, while the second applies the spatially varying BFCs. The adjoint expressions for the linear and the nonlinear parameterizations and the optimization formulae for the two BFC methods are derived based on the typical Largrangian multiplier method. By assimilating the model-generated ‘observations’, identical twin experiments are performed to test and validate the inversion ability of the presented methodology. Four experiments, which employ the linear parameterization, the nonlinear parameterizations, the constant BFC and the spatially varying BFC, are carried out to simulate the M₂ tide in the Bohai Sea and the Yellow Sea by assimilating the TOPEX/Poseidon altimetry and tidal gauge data. After the assimilation, the misfit between model-produced and observed data is significantly decreased in the four experiments. The simulation results indicate that the nonlinear Quadratic parameterization is more accurate than the linear Ekman parameterization if the traditional constant BFC is used. However, when the spatially varying BFCs are used, the differences between the Ekman and the Quadratic approaches diminished, the reason of which is analyzed from the viewpoint of dissipation rate caused by bottom friction. Generally speaking, linear bottom friction parameterizations are often used in global tidal models. This study indicates that they are also applicable in regional ocean tidal models with the combination of spatially varying parameters and the adjoint method.  相似文献   

兰州高坪湿陷性黄土地基处理方法分析   总被引：2，自引：0，他引：2  

胡燕妮  米海珍 《地震工程学报》2011,33(Z1)

根据兰州地区3处大厚度高坪黄土的天然密度、含水量、土粒比重等物理性质指标沿深度变化的统计规律,分析了计算值-天然孔隙比随这些指标的变化规律,得出黄土天然孔隙比简化的计算公式。藉此分析强夯法、挤密桩法等地基处理方法的合理设计参数:对于强夯法,平均夯沉量可以作为初步设计参数和质量检测指标;对于挤密桩法,确定了加固深度和处理后的孔隙比,即可确定桩间距和桩径的比值。  相似文献