启封透孔偏斜的原因及处理措施

煤田地质钻探对已竣工钻孔进行启封透孔取心可揭露封孔的真实情况,对封闭段质量作出全面评价。但由于竣工钻孔到启封透孔施工间隔时间较长,如果施工方法不当易造成将孔透斜。为提高启封透孔成功率,应根据实际情况进行分析研究,制订预防透孔偏斜的措施。在分析启封透孔偏斜的主要原因的基础上提出了预防措施,总结了处理透孔偏斜的技术措施,并用实例说明了这些措施的可行性。     

方钢管混凝土压弯构件滞回性能的试验研究

以轴压比和含钢率为试验参数，进行了7个方面钢管混凝土压弯构件在往复荷载作用下荷载－位移滞回性能的试验研究，所得滞回曲线的图形都具有较好的饱满性，且和数值计算结构吻合良好，还利用已有的恢复力对构件进行了滞回曲线的理论计算，并和试验结果进行了分析对比，结果表明二者基本吻合。     

测距三角高程中的垂线偏差问题

ＧＰＳ测距三角高程是精化大地水准面的一种很好方法，然而影响测距三角高程的误差源主要来源来自大气折射和垂线偏差，后者在山区的影响更不可忽视，本文对这一问题作一分析，同时讨论了利用重力，地形数据确定垂线偏差及其误差，并指出只要按此方法计算，其改正项的精度可以满足不大于１”的要求，此外，还介绍了用地形高代替重力来计算正高，正常高中的重力改正问题。     

Numerical Modeling of Wave and Current Interaction in the Tidal Inlet Area

This paper investigates the phenomena of wave refraction and diffraction in the slowly varying topography, as well as the current deflection due to wave actions. A numerical model is developed based on depth integrated mean continuity equation and momentum equations, and a 3rd-order wave equation which governs the wave diffraction, refraction and interaction with current. Examples to examine the above model are given comparing with the laboratory data or the numerical results of other researchers. An example simulating the inlet area shows the interesting velocity field which may be used as a pioneer to further study on the nearshore hydrodynamics and sedimentation.     

Postbuckling Analysis for Offshore Pipelines with Residual Stresses

Based on the finite displacement theory of elastic shells, the postbuckling behaviour of submarine pipelines with residual stresses is investigated by using a new finite element formula. The corresponding complementary energy functional is first constructed, and then a geometrical stiffness matrix suitable for the postbuckling of a cylindrical shell is derived. In this matrix the effects of initial stresses and harmonic coupling terms have been considered. The formulation presented in this paper can be used to solve a significant class of problems in the analysis of elastic shells.     

Numerical Solution of Membrane Forces for A Free-Free Floating Plate with Large Deflection

1 .IntroductionVerylargefloatingstructures (VLFS)haveattractedconsiderableattentionrecentlyduetoitspo tentialuseintheexploitationofoceanresourcesandintheutilizationofoceanspaces (Cui,2 0 0 2 ) .Owingtoitslargesizeandrelativelysmallthickness ,theinfluenceofelasticdeformationonthehydro dynamicresponseisimportant.Thisisknownashydroelasticity .Threedimensionallinear (Wu ,1 984;PriceandWu ,1 985)andnonlinear (Chenetal.,2 0 0 3)hydroelasticityiswellappliedtotheanalysisofthreedimensionalshipsando…     

在缆道高悬点、无拉偏条件下开展推移质测验的试验研究

在乌江武隆站高悬点、无拉偏缆道上，从采样器在床面及出入水的稳定性、是否拖刮河床，以及偏离断面等方面对推移质测验的可靠性进行了试验；在此基础上，进一步测试了推移质断面输沙率。试验结果表明，在缆道高悬点、无拉偏条件下，AYT型采样器在中、低水位测验时效果较好，但高洪水位时可靠性难以保证。该成果对指导山区性河道推移质测验有重要意义。     

Evaluation of three complementary relationship approaches for evapotranspiration over the Yellow River basin

Regional evapotranspiration is an important component of the hydrological cycle. However, reliable estimates of regional evapotranspiration are extremely difficult to obtain. In this study, the evapotranspiration simulated by three complementary relationship approaches, namely the Advection–Aridity (AA) model, the Complementary Relationship Areal Evapotranspiration (CRAE) model and the Granger (G) model, is evaluated with the observations over the Yellow River basin during 1981–2000. The simulations on overall annual evapotranspiration are reasonably good, with mean annual errors less than 10% except in extreme dry years. The AA model gives the best estimation for the monthly evapotranspiration, and the CRAE and GM models slightly overestimate in winter. In addition, the AA model presents the same closure error of water balance over the Yellow River basin as model G, which was less than that by the CRAE model. In rather dry and rather wet cases (with higher or lower available energy), all three models perform less well. Empirical parameters of these models need to be recalibrated before they can be applied to other regions. The distribution of evapotranspiration over the Yellow River basin is also discussed. Copyright © 2006 John Wiley & Sons, Ltd.     

长潭水电厂混凝土大坝变形观测分析研究

简要介绍长潭水电厂大坝观测系统布置,对大坝长期变形观测资料进行了系统的分析。为了定量分析大坝变形观测值的变化规律,对典型测值序列采用统计回归算法建立数学模型,分析自变量与因变量之间的关系,从而对大坝各个效应量作出解释。给出了大坝处于正常工作时期的结论。     

空间曲面真实感的全方位体视

利用求补色立体图屏幕坐标原理,采用浮动水平线法来绘出空间曲面的透视投影图形。通过参数变换可展示出不同视点、不同视角、不同视距下物体表面的形态,通过双眼视觉加强所展示物体表面的真实感。实验表明,该方法有广泛的应用价值。