通用型地震前兆通讯控制软件的研制和应用

针对目前"九五"仪器数据采集工作中遇到的问题,应用Visual Basic编制通用型地震前兆通讯控制软件.其主要特点是,微机不需安装通讯控制卡,RS-232串口或网口均可,网络对时服务,并结合日常工作要求新增部分功能.结果发现,效果良好.     

Spectral wave transformation model for simulating refraction-diffraction with strongly reflecting coastal structures

On the basis of the wave action balance equation which incorporates refraction, diffraction, reflection and wave-current interaction, a directional spectral wave transformation model WABED is developed for predicting the irregular wave refraction-diffraction with strongly reflecting structures in coastal regions. In the model, diffraction is taken into account by introducing a term formulated from a parabolic approximation wave equation, and reflection is calculated through a back-marching numerical approach at the reflecting boundary. Two experimental data sets are used to examine the performance of present model with regard to wave characteristics around reflecting coastal structures. One is from a physical experiment at idealized inlet with parallel jetties, while the other is from a laboratory study on a coastal project of the concave breakwater. Reasonably good agreements are found for both cases, revealing the applicability of the present model for predicting combined wave refraction-diffraction processes with strongly reflecting coastal structures.     

EH4方法在辽宁本溪大台沟铁矿勘查中的应用

EH4连续电导率剖面测量是近年来地质勘察中采用的新方法,可以推断隐伏铁矿体的埋深、宽度、规模及产状。本溪大台沟铁矿勘查中进行了EH4连续电导率剖面测量,经钻探验证。取得了较好的效果。寻找深部隐伏铁矿体,磁法测量和EH4测量2种方法综合运用,为后续钻探工作提供更充分的依据。     

http://www.sciencedirect.com/science/article/pii/S1674987111000612

Most metallic mineral deposits formed from hydrothermal fluids,and the mineralization processes include both chemical (e.g.,fluid-rock and fluid-fluid interactions) and physical (e.g.,fluid flow) aspects.More attention has been paid to the chemical processes than the physical ones,even though the latter is equally important in controlling the formation of mineral deposits and their localization.Nevertheless,a number of studies have been carried out regarding the hydrodynamics of fluid flow associated with ore mineralization (e.g.,Cathles,1981,1997;Garven and Raffensperger,1997;Cathles and Adams,2005;Cox,2005;Ingebritsen et al.,2006),and it is timely to evaluate our current understanding on this topic and gaps in knowledge to be addressed in further studies.This special section on “Hydrodynamics of mineralization” contains four papers (Chi and Xue,2011;Xue et al.,2011;Zhang et al.,2011;Ju et al.,2011),which summarize the current status of study in the field,and present a few case studies to highlight the importance of hydrodynamics in the research of mineral deposits.     

2022年春季冰雹灾害对贵州西部红心猕猴桃的影响分析

2022年4月下旬至5月上旬,贵州西部共发生了6次冰雹天气过程,有4次冰雹灾害天气严重影响贵州西部红心猕猴桃生产,其主要是发生在4月22日、5月6日、5月8日、5月9日的冰雹天气过程。为了探明2022年4月下旬至5月上旬4次冰雹天气过程对红心猕猴桃果实的影响,通过6次冰雹天气过程影响区的调查,获取冰雹特征数据和红心猕猴桃在4次冰雹灾害过程中的受灾情况,分析诱发冰雹天气发生的大气环流特征,并采用相关统计方法对4次冰雹灾害对红心猕猴桃造成的损失进行评估。结果表明：6次冰雹天气过程中,冰雹最大直径达20mm,但最大直径大多在10mm以下,其中水城区的冰雹最大直径较其他地区大,遭遇冰雹天气次数也最多。影响红心猕猴桃生产的4次冰雹天气过程的天气背景具有贵阳站的CAPE均远远大于威宁站、中低层相对湿度均在90%以上、中高层相对湿度均在80%左右的共同特点。4月22日、5月6日和5月9日冰雹天气发生前,500hPa均有浅槽、700hPa均有低涡切变线入侵贵州西部;5月8日冰雹天气发生前,500hPa和700hPa贵州西部均处于西太副高外围。4次冰雹灾害造成红心猕猴桃885.4hm²绝收,占其基地种植面积的9.04%;因冰雹灾害造成产量损失约1.33万t,直接经济损失19921.5万元。     

河南鹤壁地区太原组有孔虫动物群及石炭-二叠系界限的探讨

通过对华北地台河南鹤壁地区太原组有孔虫动物群的系统研究,共鉴定出有孔虫化石18属33种,建立了一个区域性有孔虫动物组合带：Bradyina—Palaeotextularia组合带,根据有孔虫化石的属种类型、数量,应用数理统计方法得出组合带有孔虫化石在地层中的比例变化情况,并根据化石组合带与国内其它地区的有孔虫动物群进行对比研究,认为鹤壁剖面有孔虫动物群Bradyina—Palaeotextularia组合带归于晚石炭世晚期的早期（C2^2-）,进而对研究区石炭-二叠系界线的划分进行探讨,界限应该放在第16层（泥岩）和第15层（灰岩）之间。     

Application of AdaBoost Algorithms in Fe Mineral Prospectivity Prediction: A Case Study in Hongyuntan–Chilongfeng Mineral District,Xinjiang Province,China

Natural Resources Research - Continuous resource supply is one of the key points to improve comprehensive national strength. Resource prediction models supportive of target delineation for...     

福建将乐廖家地泥石流灾害调查及防治措施

通过将乐县大源乡廖家地村泥石流灾害现场调查及遥感解译,对该泥石流灾害基本特征、爆发因素进行探讨.根据此次泥石流具有群发性、突发性和破坏性等特点,分析形成泥石流的影响因素,提出相应的防治措施.     

Seismic self‐centering steel beam‐to‐column moment connections using bolted friction devices

This paper first presents the force–deformation relationship of a post‐tensioned (PT) steel beam‐to‐column connection constructed with bolted web friction devices (FDs). This paper then describes the test program conducted in the National Center for Research on Earthquake Engineering, Taiwan, on four bolted FDs and four full‐scale PT beam‐to‐column moment connection subassemblies using the FDs. Tests confirm that (1) the hysteretic behavior of four bolted FDs is very stable, (2) the friction coefficient between the steel plate and the brass shim is about 0.34, (3) the proposed force–deformation relationships reasonably predict the experimental responses of the PT connections under cyclically increasing deformations up to a beam peak rotation of 0.05 rad, and (4) the decompression moments do not degrade as beam cyclic deformations increase. Copyright © 2007 John Wiley & Sons, Ltd.     

竖向地震动对滑动摩擦隔震桥梁结构地震反应的影响

利用接触摩擦单元建立了滑动摩擦隔震桥梁支座在竖向地震动作用下的有限元模型,通过算例讨论了竖向地震动对不同支座摩擦系数和不同刚度(墩径)滑动摩擦隔震桥梁地震反应的影响,初步探讨了竖向地震动的激励方向对分析结果的影响,分析结果表明,竖向地震动对滑动摩擦隔震桥梁结构的地震反应有较大的影响,在竖向地震动较为明显地区的滑动摩擦隔震桥梁结构设计时,应予以考虑。