复合点坝构型样式分类方案及分布概率统计*

复合点坝储集层内部非均质性分析是曲流河研究的难点,仅靠地震和测井资料难以解释清楚。关于复合点坝储层构型表征也较缺乏定量化指导标准。本研究选取了13条曲流河河段的260个复合点坝作为数据样本,进行参数分类统计,形成曲流河复合点坝地质知识库。将复合点坝分为4大类、25个亚类;将侧积体分为8大类、22个亚类。统计不同类型复合点坝和侧积体构型样式的分布概率关系。以此为基础,充分利用定量分布概率关系,达到在资料较少情况下分析复合点坝储集层平面非均质性的目的。     

气象灾害事件的数学形态学特征及空间表现

几何面特征是气象灾害的主要空间形态表现, 气象要素值的同化结果、下垫面地表类型、人口和财产的聚集特征组合在灾害特征面上的分布情况呈现显著空间差异及分布不均衡。利用空间分析和数学形态学方法, 依据城市地区复杂下垫面所表现的地表土地覆盖类型, 生成数字化动态卷积模板, 对建立在气象要素分布图上的图谱化网格进行动态膨胀和腐蚀操作, 计算结果可图形化表示为气象灾害在城市空间面上的影响图谱, 并以此作为气象灾害在城市地区造成影响的空间评估结果。针对北京1999年7月22日的高温灾害性天气的个例研究结果表明, 靠近或包含“水体”和“绿地”的空间网格区域大多被执行了腐蚀操作, 而建筑用地、道路、水泥地面等分布较集中区域的空间网格, 则被执行了膨胀操作。因此, 采用数学形态学的“面状灾害事件”空间形态特征的演算对表现灾害自然强度及评估多致灾因子下灾害的真实影响情况是非常有效的。     

Numerical analysis of multicomponent responses of surface-hole transient electromagnetic method

We calculate the multicomponent responses of surface-hole transient electromagnetic method. The methods and models are unsuitable as geoelectric models of conductive surrounding rocks because they are based on regular local targets. We also propose a calculation and analysis scheme based on numerical simulations of the subsurface transient electromagnetic fields. In the modeling of the electromagnetic fields, the forward modeling simulations are performed by using the finite-difference time-domain method and the discrete image method, which combines the Gaver–Stehfest inverse Laplace transform with the Prony method to solve the initial electromagnetic fields. The precision in the iterative computations is ensured by using the transmission boundary conditions. For the response analysis, we customize geoelectric models consisting of near-borehole targets and conductive wall rocks and implement forward modeling simulations. The observed electric fields are converted into induced electromotive force responses using multicomponent observation devices. By comparing the transient electric fields and multicomponent responses under different conditions, we suggest that the multicomponent-induced electromotive force responses are related to the horizontal and vertical gradient variations of the transient electric field at different times. The characteristics of the response are determined by the varying the subsurface transient electromagnetic fields, i.e., diffusion, attenuation and distortion, under different conditions as well as the electromagnetic fields at the observation positions. The calculation and analysis scheme of the response consider the surrounding rocks and the anomalous field of the local targets. It therefore can account for the geological data better than conventional transient field response analysis of local targets.     

多点液压式波浪能海水淡化系统建模与仿真

为缓解淡水资源短缺及化石能源过度使用问题,提出多点液压式波浪能海水淡化系统,该系统主要由采能装置、液压传递系统与反渗透膜海水淡化设备组成。系统的采能装置采用振荡浮子式,可将波浪能转换为浮子振荡从而被液压系统吸收达到采集波浪能的目的。为了提高液压式波浪能海水淡化系统的采能效率及淡水率,利用AMEsim软件对液压传递系统进行建模与仿真,分析了蓄能器、浮子个数及波高对液压传递系统输出响应的影响。结果表明:蓄能器能够使液压马达的输出响应更加稳定;当浮子的数量增加时,液压系统达到稳定的运行状态所需的时间更短,从而有利于提高系统的效率;波高在2 m左右时,本系统的产水量达到最大。     

盐渍洼地蟹种培育试验

盐渍洼地种蟹培育是解决成蟹养殖种苗来源的重要途径，文中介绍的幼蟹放养，饲养管理与水质控制，幼蟹生长率与土增重量的变化，蟹种成活率与回捕率等对蟹种池墉强化培育提供了经验与理论依据。     

滇西陇川断陷盆地地热水化学特征及循环过程

通过对陇川盆地开展地热地质调查,查清其地热资源分布:盆地内共出露地热点11处,热储结构类型为带状型和层状型,盆地中部为层状型,两侧盆地边缘为带状型,其中北西部受断裂控制明显,南东部受节理裂隙控制明显。其储热层为变质岩及新近系芒棒组的花岗质砂砾岩、细砂岩;地热水受大气降水影响明显,循环深度都在1 600 m以上,大部分在1 800~2 400 m之间,主要来源于深部热源,通过断裂、裂隙及砂砾石孔隙作为导水、储水上涌通道,接收来自山区补给的地下水混合出露于地表,补给距离在1.5 km以上,如南宛河温泉温度最高,地下水循环深度最深,补给距离最远,达10 km;盆地北东和西部水温高,循环深度深。      

星基空间人造飞行器探测概率分析

随着空间飞行器数量的日益增多,空间碰撞的概率也逐步加大。为了确保自身飞行器的安全,同时为了减少对目前在轨的飞行器的干扰,通过某种途径来感知空间飞行器的信息,包括轨道和结构外形等参数,是十分必要的。除了地基手段对空间飞行器进行观测外,星基空间飞行器探测是一种不可或缺的补充手段。文章通过对所掌握的空间飞行器数据库,给出了基于地球低轨道观测卫星情况下,星基空间飞行器探测概率的统计结果。     

Experimental and computational validation and verification of the Stokes–Darcy and continuum pipe flow models for karst aquifers with dual porosity structure

In our previous study, we developed the Stokes–Darcy (SD) model was developed for flow in a karst aquifer with a conduit bedded in matrix, and the Beavers–Joseph (BJ) condition was used to describe the matrix–conduit interface. We also studied the mathematical well‐posedness of a coupled continuum pipe flow (CCPF) model as well as convergence rates of its finite element approximation. In this study, to compare the SD model with the CCPF model, we used numerical analyses to validate finite element discretisation methods for the two models. Using computational experiments, simulation codes implementing the finite element discretisations are then verified. Further model validation studies are based on the results of laboratory experiments. Comparing the results of computer simulations and experiments, we concluded that the SD model with the Beavers–Joseph interface condition is a valid model for conduit–matrix systems. On the other hand, the CCPF model with the value of the exchange parameter chosen within the range suggested in the literature perhaps does not result in good agreement with experimental observations. We then examined the sensitivity of the CCPF model with respect to the exchange parameter, concluding that, as has previously been noted, the model is highly sensitive for small values of the exchange parameter. However, for larger values, the model becomes less sensitive and, more important, also produces results that are in better agreement with experimental observations. This suggests that the CCPF model may also produce accurate simulation results, if one chooses larger values of the exchange parameter than those suggested in the literature. Copyright © 2011 John Wiley & Sons, Ltd.     

1982年12月2日耀斑随时间变化的半经验模型

我们利用南京大学太阳塔中的多波段光谱仪,在H_α、H_β和CaⅡ H、K三个波段同时拍到了1982年12月2日日面S15W11处的一个SB级耀斑的光谱。本文给出其中七个时刻的谱线轮廓及有关参数的序列。在非局部热动平衡条件下计算了耀斑随时间变化的半经验模型,结果显示了色球耀斑的演化过程。利用模型得到了一些色球物质蒸发参数,结果同根据SMM的X射线观测所作的估计相一致。     

Effects of engineering geological condition on response of suspension bridges

The geological condition may vary largely from one support to another for a long span bridge. The effect of geological variability and spatial variation produced by propagation and coherence loss of seismic ground motion on the response of long span suspension bridges is investigated in this article. The case of Jiangyin Yangtse River Bridge, a suspension bridge with a main span of 1385 m, is studied in detail. Numerical results show that the geological difference at the supports has a significant effect on the seismic response of long span suspension bridges and, that it is unacceptable to neglect the difference. The effect of the propagation of seismic ground motion on the response of long span suspension bridges is far more important than that of the coherence loss. The response of bridges varies greatly with the horizontal apparent velocity in a very complex way, and there is a critical horizontal velocity for a given response quantity.