深井电极交叉供电对自然电位的影响

通过实验论证平凉地震台深井电阻率观测自然电位畸变由电极交叉供电造成,讨论分析不同电极供电对自然电位的影响。结果表明:对测量极供电,会影响自然电位,不会影响电阻率测值;单极供电对自然电位的影响表现为阶跃突跳,并以指数形态恢复,恢复时间约10 h,干扰峰值与供电电流、供电时间等有关;对观测数据进行校正,取得较好效果。     

从抗震设防类别探讨室内地震应急避难场所的选择

区分建筑物的抗震设防类别是进行抗震设计的前提和依据。本文针对当前我国室内地震应急避难场所认定面临的现有建筑的抗震安全性问题,根据不同版本的《建筑工程抗震设防分类标准》和《建筑抗震设计规范》,对现有体育、会展、教育建筑等设计、施工时依据的抗震设防类别、标准、规范进行分析研究,以为室内地震应急避难场所的选择提供参考,从而推动室内地震应急避难场所的认定工作。     

Potential wind erosion rate response to climate and land‐use changes in the watershed of the Ningxia–Inner Mongolia reach of the Yellow River,China, 1986–2013

Climate and land‐use changes could strongly affect wind erosion and in turn cause a series of environmental problems. Thus, the objective of this study was to assess potential wind erosion rate (PWER) response to climate and land‐use changes in the watershed of the Ningxia–Inner Mongolia Reach of the Yellow River (NIMRYR), China. The watershed of NIMRYR suffers from serious wind erosion hazards, and over recent decades, wind erosion intensity and distribution has changed, following climate and land‐use changes. To understand these processes in the NIMRYR watershed, the Integrated Wind Erosion Modelling System (IWEMS) and the Revised Wind Erosion Equation (RWEQ) were used to calculate the PWER under different climate conditions and land‐use scenarios, and to assess the influences of climate and land‐use changes on the PWER. The results show the PWER in the whole watershed had a significant declining trend from 1986 to 2013. The results of the relationship among PWER, climate change, and land‐use changes showed that climate change was the dominant control on the PWER change in this watershed. Compared to the period 1986–1995, the average PWER decreased 23.32% and 64.98% as a result of climate change in the periods 1996–2005 and 2006–2013, respectively. In contrast with climate change, the effects of land‐use changes on the average PWER were much lower, and represented a change in PWER of less than 3.3% across the whole watershed. The study method we used could provide some valuable reference for wind erosion modelling, and the research results should help climate and land‐use researchers to develop strategies to reduce wind erosion. Copyright © 2017 John Wiley & Sons, Ltd.     

Temporal and spatial variations of potential evaporation and the driving mechanism over Tibet during 1961–2001

Potential evaporation (PE) is the basic component of the global hydrological cycle and energy balance. This study detected the temporal and spatial variations of PE and related driving factors in Tibet, China, for the period 1961–2001, based on observed data recorded at 22 meteorological stations. The results showed that (1) Tibet experienced a statistically significant decrease of PE between 1961 and 2001, which started mainly in the 1980s, along with accelerated warming; (2) the mean annual PE in Tibet showed an east–west increasing trend, and the annual PE at most stations presented decreasing trends; (3) an inverse correlation of mean annual PE with elevation was detected (low–high decreasing trend), and the statistical equations to estimate PE were established based on longitude, latitude and elevation; and (4) PE in Tibet can be well expressed by related meteorological variables, with vapour pressure deficit the dominant factor in determining PE.

EDITOR Z. W. Kundzewicz ASSOCIATE EDITOR not assigned     

2016年台湾美浓MW6.4地震震源参数的InSAR和GPS反演

2016年2月6日台湾西南部高雄市美浓区发生了M_W6.4地震.本文结合ALOS2卫星升降轨、Sentinel-1A升轨SAR数据,采用两轨差分干涉技术获取了该区域的同震形变场,形变结果表明震中西北部以抬升为主,最大视线向形变量约为11.2 cm.基于均匀位错模型和多峰值粒子群（MPSO）算法,利用InSAR和GPS形变数据联合反演了美浓地震的断层几何参数,结果表明震源中心位于22.920°N,120.420°E,深度约12 km,发震断层长度约15 km,走向角307°,倾角16.5°,平均滑动角为51.5°,此次地震是以逆冲倾滑兼左旋走滑的破裂模式.利用格网迭代搜索法得到最优倾角为15.7°,GPS和InSAR最优权比为18：1,最优平滑因子为0.06.基于非均匀位错模型,利用非负最小二乘方法进行线性反演,结果显示最大倾滑和走滑量分别为51.7 cm和55.3 cm,对应矩震级为M_W6.38,略小于GCMT （M_W6.4）的结果.通过与已有文献的比较和对该区域断层构造的分析,发现美浓地震的发震断层为单一断层的解释更为合理,我们推测发震断层是位于左镇、后甲里等断层之间的一条东南-西北走向往东北倾斜的盲断层,并初步推测2010年M_W6.3甲仙地震也同该断层有关.     

多年冻土区青藏铁路列车荷载作用下路基振动响应研究

针对多年冻土区青藏铁路列车荷载振动作用下的动稳定性,通过对北麓河和二道沟三个典型铁路路基横断面振动响应的二分量加速度观测,对比分析客运列车和货运列车引起的路基振动特性和衰减规律,研究不同防护形式路基的列车振动响应。结果表明,路基上的振动作用主要集中在40～80Hz频率范围内;防护形式对路基的列车动力响应有明显影响,热棒加碎石路基动力响应最小,其次为碎石防护路基,未采取任何防护的路基铁轨上的动力响应最大,建议对未采取防护的路基进行防护。分析结论为青藏铁路列车作用下的路基动稳定性评估提供实测依据,对多年冻土区的路基稳定性研究提供参考。     

国家安全发展示范城市建设的震灾预防对策研究

我国地震多、强度大、分布广,强地震的现实危害和潜在威胁是我国城市安全发展所面临的重大挑战。国内外城市地震灾害惨痛经验表明,震灾预防能力建设不足的城市往往在强震中毁于一旦。实现我国城市安全可持续发展,必须高度重视和持续推进城市震灾预防能力建设,切实防控和消除地震灾害风险。本文在深入分析城市地震灾害影响因素的基础上,从震灾预防能力建设、城市地震灾害风险防控工作、法规及技术标准和评价体系等方面入手,提出了进一步加强城市震灾预防能力建设的对策建议。     

澜沧江中下游泥沙微表面电荷特性与磷吸附关系研究

河流泥沙是水生态系统生源要素的重要附着载体,其微形貌及电荷特性直接关系着泥沙对溶解态营养盐或污染物的吸附能力。本研究选取澜沧江中下游干流及主要支流为考察对象,采集28个河流水库断面的悬移质泥沙,采用原子力显微镜测定泥沙微表面电荷量,探究澜沧江泥沙的微表面电荷性质,研究纳米尺度下泥沙的微表面特性。研究结果表明:(1)微观界面,形貌对表面电荷分布影响明显,在纳米尺度下电势图与相位差图均展现出明显非均匀分布特征;(2)在流域分布上,不同区域表面电荷存在较大差异,流域沿程变化对泥沙表面电荷产生重要影响,总体变化呈现先减小后增大的趋势,表面电势值变化范围为-201.47～35.34 mV,表面电荷密度范围为0.07～3.65 mC/m²,不同区域电荷特性差别明显;(3)在梯级水电筑坝影响下,坝上坝下泥沙颗粒电势差与水库库容存在较好的线性相关关系,相关系数为0.8214,且坝下电势普遍高于坝上区域;(4)泥沙表面电势与磷吸附之间具有较强相关性,其相关系数为0.6657,同时表现出较好的线性拟合关系。研究结论对深入理解水电大坝建设对流域内污染物的迁移转化及解释泥沙的表面电性特征...     

煤矿采空区控制网起算点的变形分析与选择

大部分控制网建立时采用的起算点为50年代至80年代施测的三角点,起算点的可靠性和兼容性,直接关系到控制网建立的成败。通过大量生产实践数据详细介绍了起算点可靠性和兼容性分析、比较的过程和方法,可在今后生产中借鉴和应用。