中国重要生态保护区域人类干扰时空变化特征分析

构建人类干扰指数,从时间和空间双重角度,评估中国重要生态保护区域人类干扰变化特征。研究表明：① 总体来说,2018年中国重要生态保护区域人类干扰低于全国平均水平,1980―2018年,和全国平均水平相比,中国重要生态保护区域人类干扰增加幅度小、增长趋势慢,定量说明中国重要生态保护区域人类活动整体管控成效好;② 1980―2018年,3类重要生态保护区域（国家级自然保护区、生物多样性优先区、重点生态功能区）人类干扰指数均呈逐步增加趋势。以“胡焕庸线”为界,重要生态保护区域以西、以北人类干扰总体较小,增加相对缓慢;以东、以南人类干扰相对明显,增加也相对明显,今后对这些区域要重点加强管控;③ 国家级自然保护区人类干扰指数在5个监测年份均最低,增加趋势最平缓、增幅最小,人类活动实际管控成效最好;重点生态功能区和生物多样性优先区人类干扰相对较大,管控成效有待显现,结果反映中国对重要生态保护区域分类管控力度和梯度的差异;④ 重要生态保护区域内部人类干扰指数及增幅均低于外部未受保护区域,构建重要生态保护区域有效降低人类干扰。     

海洋平台结构振动的AMD主动控制参数优化分析

本文针对海洋平台结构的冰激振动和地震反应控制问题，提出了采用AMD主动控制的控制策略，结合JZ20－2MUQ平台结构进行了AMD控制系统的硬参数和软参数的优化分析，并就相应于最优参数下的AMD控制海洋平台结构冰激振动和地震反应的几种代表性工况进行了时程分析，得到了一些定性和定量的结论，为实际工程的控制设计提供了基础。本文提出的AMD主动控制方法对类似的海洋平台结构的控制问题也有参考价值。     

Computerised development control and approval system for City Hall of Kuala Lumpur

This paper will discuss the computerised development control and approval system being developed for the Planning and Development Control Department, City Hall of Kuala Lumpur, with stress on the GIS architecture developed within the system. The prospects and challenges towards implementation of the system are also discussed.     

黔北煤田长岗向斜煤层气富集的构造控制作用

根据黔北煤田长岗向斜的煤田地质钻孔及相关测试资料,分析了构造作用对该区煤层气富集的影响。研究表明,长岗向斜轴部为主要的煤层气富集有利区,煤层甲烷含量在20 m³/t以上,且总体表现为由向斜轴部到平缓翼再到边浅部陡坡带,煤层气含量逐渐降低;同时向斜轴部转折部位构造应力相对复杂,以张性应力为主,导致煤层甲烷含量较低,为20 m³/t以下,此外,该区发育的正断层同样造成煤层甲烷逸散,最低为10 m³/t左右。由断层带至断层两侧,甲烷含量逐渐上升。构造作用对煤层气富集的影响可为长岗向斜煤层气进一步的勘探开发提供基础依据。     

豫西寒武纪叠层石的地层展布及控制因素分析

在河南省西部寒武系的渑池一登封小区,共出露23层叠层石,主要集中在馒头组、张夏组和三山子组。笔者在逐层详细描述该叠层石外部宏观形态和地层展布的基础上,分析了叠层石上下地层岩相变化,找出寒武纪叠层石地层展布的规律及其控制因素,认为影响叠层石地层展布的主要因素有沉积环境、水动力条件和后生动物干扰等,并讨论了叠层石生长与核形石、竹叶状灰岩和后生动物的相互关系,提出了叠层石与后生动物共生的生态位观点。     

Stormwater control impacts on runoff volume and peak flow: A meta-analysis of watershed modelling studies

Decades of research has concluded that the percent of impervious surface cover in a watershed is strongly linked to negative impacts on urban stream health. Recently, there has been a push by municipalities to offset these effects by installing structural stormwater control measures (SCMs), which are landscape features designed to retain and reduce runoff to mitigate the effects of urbanisation on event hydrology. The goal of this study is to build generalisable relationships between the level of SCM implementation in urban watersheds and resulting changes to hydrology. A literature review of 185 peer-reviewed studies of watershed-scale SCM implementation across the globe was used to identify 52 modelling studies suitable for a meta-analysis to build statistical relationships between SCM implementation and hydrologic change. Hydrologic change is quantified as the percent reduction in storm event runoff volume and peak flow between a watershed with SCMs relative to a (near) identical control watershed without SCMs. Results show that for each additional 1% of SCM-mitigated impervious area in a watershed, there is an additional 0.43% reduction in runoff and a 0.60% reduction in peak flow. Values of SCM implementation required to produce a change in water quantity metrics were identified at varying levels of probability. For example, there is a 90% probability (high confidence) of at least a 1% reduction in peak flow with mitigation of 33% of impervious surfaces. However, as the reduction target increases or mitigated impervious surface decreases, the probability of reaching the reduction target also decreases. These relationships can be used by managers to plan SCM implementation at the watershed scale.     

基于CORS站的GPS平面控制网起算点兼容性研究

不同等级或者不同时期布设控制点都可能存在较大误差,如果以误差较大点做起算,都会扭曲GPS测量的精度,严重影响GPS成果可靠性。文中以某城市四等GPS控制网为例,探讨以城市CORS站分析GPS控制网起算点兼容性,并得到成功应用。     

地面塌陷及地裂缝的成因及防治——葫芦岛市南票区及连山区矿产开采引起的地质灾害

由于大规模地开发矿产资源及频繁的经济活动,使葫芦岛市南票、连山两区成为地质灾害的多发区。引起的地质灾害分布范围广,危害程度大,已造成巨大的经济损失和大量人员伤亡,严重地制约着地方经济和社会的可持续发展,危害着人民群众生命财产安全。通过对相关矿山采空区地面塌陷、地裂缝进行调查研究。对该市地质灾害的分布特征、地质灾害的成因机理有了比较系统的认识。由此进一步提出了该市两区地质灾害的防治对策,力求有效地预防和减少地质灾害的发生.     

Seismic response control of a complex structure using multiple MR dampers： experimental investigation

This paper presents an experimental investigation on semi-active seismic response control of a multistory building with a podium structure using multiple magnetorheological (MR) dampers manipulated by a logic control algorithm. The experiments are performed in three phases on a seismic simulator with a slender 12-story building model representing a multi-story building and a relatively stiff 3-story building model typifying a podium structure. The first phase of the investigation is to assess control performance of using three MR dampers to link the 3-story building to the 12-story building, in which seismic responses of the controlled two buildings are compared with those of the two buildings without any connection and with rigid connection. The second phase is to investigate reliability of the semi-active control system and robustness of the logic control algorithm when 2 out of 3 MR dampers fail and when the electricity supply to MR dampers is completely stopped. The last phase is to examine sensitivity of semi-active control performance of two buildings to change in ground excitation. The experimental results show that multiple MR dampers with the logic control algorithm can achieve a significant reduction in seismic responses of both buildings. The proposed semi-active control system is of high reliability and good robustness.     

RTK技术在烟台地籍测量工程中的应用

RTK技术的发展日臻成熟,在测量工程的很多方面已经得以应用。结合具体生产实践,介绍了RTK技术的基本原理和在地籍图根控制测量以及界址点测量中的应用,总结了在实际作业中应注意的问题。