粗差验后方差的无偏估计与最优稳健估计

在正态粗差假设下导出了粗差验后方差的无偏估计,对误差工膨胀模型和误差均值移动模型,两者的无偏估计公式是相同的。这证明了李德仁验后方差的朱建军方差不是无偏的。由于偏方定义的彭方法是正态粗差假设下的最优稳健估计。     

T639数值产品对影响新疆主要系统的预报检验评估

使用T639L60模式2009—2010年1°×1°分辨率72 h预报时效内的高度场预报产品及ECMWF客观分析场,采用天气学检验方法,对新疆主要天气影响系统(西西伯利亚低槽、乌拉尔大槽、北方横槽和中亚低值系统)数值产品的预报能力进行检验。主要从影响系统生成时间、中心强度、槽线位置、移动速度4个方面进行检验。检验结果表明:T639模式对新疆影响系统具有较好的预报性能,尤其对48h内的预报能力非常高。但因影响系统和预报时效不同其预报能力也有较大差异,对越深厚的低槽系统,T639模式的预报效果越好;T639产品对西西伯利亚低槽和乌拉尔大槽出现时间预报偏早的较多,而北方横槽和中亚低值系统偏晚的多;对西西伯利亚低槽和中亚低值系统槽线位置预报偏快的较多,而乌拉尔大槽和北方横槽偏慢的多。     

蒙古塔木察格盆地塔南凹陷下白垩统层序结构类型、控制因素与层序发育模式

利用录井及地震反射资料,采用层序地层学原理对蒙古塔木察格盆地塔南凹陷下白垩统地层层序进行了划分和对比,划分出了4个三级层序（SQ1-SQ4）。在此基础上,结合盆地的构造演化特点,研究了层序结构特征,划分了层序类型,其中,SQ1和SQ2为初始裂谷期湖泊层序,SQ3为裂谷深陷期层序,SQ4为裂谷后过渡层序。层序的结构主要受构造沉降方式控制,塔南凹陷不同时期构造沉降方式不同,形成了3种层序发育模式,即简单箕状斜坡模式、差异沉降构造反转模式、坳陷型层序发育模式,不同的层序发育模式,其地层岩性圈闭的发育和分布不同。     

利用ARC/INFO进行三维地形模型的建立、处理和动态模拟

介绍了利用 ARC/ INFO建立三维地形模型的方法 ,以及利用其新版本的部分新功能处理三维地形模型、进行动态模拟的方法 ,与以往处理三维模型必须借助外部三维图形开发软件包的方法相比 ,具有高速、灵活、可视性强、支持强大分析功能等优点。形成的三维模型可随时与 ARC/ INFO的其它数据模型交换信息 ,与外部进程实时通讯 ,为使用者提供了二维分析工具所不能提供的信息 ,为开发视景仿真系统等与表面分析、立体显示有关的应用系统提供了强有力的支持。     

根据截断的G-R模型计算东北地震区震级上限

震级上限是指一个地区可能发生地震的最大震级,其概率意义为发生超过该震级地震的概率几乎为0.在有些地区,由于对其内部的地震构造研究和认识存有局限性,很难根据构造或者地质学的原则来确定震级上限.因此,根据数学模型,采用统计手段,使用地震活动性资料来计算震级上限的估计值是一种可行的方法.本文根据截断的G-R关系模型,采用最大似然计算方法,使用东北地震区的地震目录,计算了东北地震区震级上限,结果表明东北地震区的震级上限应为Mu=7.5左右.计算中我们考虑了不同震级的转换、震级误差的修正以及计算方法的影响.最终结果表明,不论采用何种方案进行计算,东北地震区的震级上限值均始终保持在7.5左右,这说明我们采用本文中方法计算得到的东北地震区的震级上限值是合理可信的,同时也说明在以往的研究中对东北地震区震级上限的估计大都是偏小的.     

Modelling atmospheric and hydrologic processes for assessment of meadow restoration impact on flow and sediment in a sparsely gauged California watershed

The restoration of meadowland using the pond and plug technique of gully elimination was performed in a 9‐mile segment along Last Chance Creek, Feather River Basin, California, in order to rehabilitate floodplain functions such as mitigating floods, retaining groundwater, and reducing sediment yield associated with bank erosion and to significantly alter the hydrologic regime. However, because the atmospheric and hydrological conditions have evolved over the restoration period, it was difficult to obtain a comprehensible evaluation of the impact of restoration activities by means of field measurements. In this paper, a new use of physically based models for environmental assessment is described. The atmospheric conditions over the sparsely gauged Last Chance Creek watershed (which does not have any precipitation or weather stations) during the combined historical critical dry and wet period (1982–1993) were reconstructed over the whole watershed using the atmospheric fifth‐generation mesoscale model driven with the US National Center for Atmospheric Research and US National Center for Environmental Prediction reanalysis data. Using the downscaled atmospheric data as its input, the watershed environmental hydrology (WEHY) model was applied to this watershed. All physical parameters of the WEHY model were derived from the existing geographic information system and satellite‐driven data sets. By comparing the prerestoration and postrestoration simulation results under the identical atmospheric conditions, a more complete environmental assessment of the restoration project was made. Model results indicate that the flood peak may be reduced by 10–20% during the wet year and the baseflow may be enhanced by 10–20% during the following dry seasons (summer to fall) in the postrestoration condition. The model results also showed that the hydrologic impact of the land management associated with the restoration mitigates bank erosion and sediment discharge during winter storm events. Copyright © 2013 John Wiley & Sons, Ltd.     

W UMa型相接双星的理论研究

本文回顾了W UMa型相接双星观测和理论研究的历史。总结了W UMa型相接双星观测特性和理论研究的成果。最后讨论了W UMa型相接双星理论模型研究中存在的问题及其解决这些问题的一些可行方法。     

西藏革吉县尕尔穷铜金矿床地质特征及其成因意义

位于西藏阿里地区革吉县的尕尔穷铜金矿床是班公湖-怒江成矿带西段首个达到详查程度的大型铜金矿床。矿区发育三条断裂,其中F1和F2断层呈北东-南西向展布,F3断层为南北向展布。F1断裂产状复杂、延伸大于3000m,破碎带内发育的铜金矿体严格受其控制。目前,矿床主要由斑岩型钼(铜、金)矿体、接触带矽卡岩型铜金矿体、F1断裂破碎带内似IOCG型铁铜金矿体组成。不同矿体特征差别显著,斑岩型矿体主要产于石英闪长岩、花岗斑岩中,金属矿物以网脉状辉钼矿主,次为黄铜矿、磁铁矿、黄铁矿;矿物组合有磁铁矿+黄铁矿、黄铜矿+辉钼矿。矽卡岩型矿体主要产于石英闪长岩、花岗斑岩与碳酸盐岩接触带,呈层状、似层状,金属矿物主要为细脉-网脉状黄铜矿、斑铜矿、辉铜矿、铜蓝、自然铜、自然金、自然银,矿物组合为黄铜矿-磁铁矿-自然金、黄铜矿-斑铜矿-磁铁矿-自然金-银、黄铜矿-赤铁矿-自然金、辉钼矿、黄铜矿-自然金。破碎带内似IOCG型铁铜金矿体产于F1断裂破碎带,呈似层状,金属矿物以细脉-网脉状矿石和角砾状赤铁矿、磁铁矿、黄铜矿、斑铜矿、辉铜矿、铜蓝、自然金为主;矿物组合为黄铜矿-自然金、黄铜矿-斑铜矿-自然金-银矿、赤铁矿-磁铁矿-自然金、黄铜矿-自然金。根据矿床地质特征,综合前人研究资料,本文对矿床的成因进行了进一步探讨,认为尕尔穷铜金矿床是晚白垩世班怒洋关闭后南羌塘-三江复合板片与冈底斯-念青唐古拉板片之间弧-陆碰撞阶段形成的,具有与钾玄岩-高钾钙碱性闪长类岩体、陆-陆同碰撞钾玄岩-高钾钙碱性重熔型花岗斑岩有成因密切联系的构造-岩浆岩"三位一体"的成矿特征,即主矿体赋存于斑岩、矽卡岩、构造破碎带中形成的"斑岩-矽卡岩-似IOCG"型铜金矿床。     

辽宁省积雪对自动气象站观测地气温差的影响

利用1971—2016年辽宁省61个气象站气温、地表温度、积雪日数和积雪深度资料,分析了积雪的保温作用及其对地气温差的影响。结果表明：更换自动站前后地表温度观测方式的差异导致地气温差显著增大,地气温差的增大程度受所在区域积雪日数、积雪深度的影响显著。在积雪期较长、积雪较厚的地区,积雪引起反照率增大,使得雪面温度降低,导致雪气温差减小,而雪的保温作用使得地气温差显著增大。因此,更换自动站前地（雪）气温差与积雪日数呈显著负相关,而更换自动站后地气温差与积雪日数呈显著正相关。各台站之间地气温差随积雪深度的变化系数差异较大,为0.045~0.858 ℃?cm^-1,在年平均积雪日数＜40 d、年平均极端积雪深度＜10 cm的区域,积雪的保温作用随积雪深度增大而显著增大;在年平均积雪日数＞40 d、年平均极端积雪深度＞10 cm的区域,10 cm以下的积雪对土壤保温作用随积雪深度增大显著,当积雪深度＞10 cm后,其保温作用随积雪深度增大的幅度明显减小。     

Inverse Analysis of Deep Excavation Using Differential Evolution Algorithm

This paper presents the applications of the differential evolution (DE) algorithm in back analysis of soil parameters for deep excavation problems. A computer code, named Python‐based DE, is developed and incorporated into the commercial finite element software ABAQUS, with a parallel computing technique to run an FE analysis for all trail vectors of one generation in DE in multiple cores of a cluster, which dramatically reduces the computational time. A synthetic case and a well‐instrumented real case, that is, the Taipei National Enterprise Center (TNEC) project, are used to demonstrate the capability of the proposed back‐analysis procedure. Results show that multiple soil parameters are well identified by back analysis using a DE optimization algorithm for highly nonlinear problems. For the synthetic excavation case, the back‐analyzed parameters are basically identical to the input parameters that are used to generate synthetic response of wall deflection. For the TNEC case with a total of nine parameters to be back analyzed, the relative errors of wall deflection for the last three stages are 2.2, 1.1, and 1.0%, respectively. Robustness of the back‐estimated parameters is further illustrated by a forward prediction. The wall deflection in the subsequent stages can be satisfactorily predicted using the back‐analyzed soil parameters at early stages. Copyright © 2014 John Wiley & Sons, Ltd.