2006-2015年内蒙古呼伦湖富营养化趋势及分析

以内蒙古呼伦湖为研究对象,20062015年水质数据为基础,分析呼伦湖的富营养化变化趋势及其影响因素.结果表明,20062015年呼伦湖各水质指标都有不同程度的变幅,其中盐度变化范围为0.75~1.71 ng/L,均值为1.32 ng/L,2010年达到峰值1.71 ng/L,随后呈现逐年递减趋势;pH的变化范围为8.78~9.40,水体偏碱性;透明度的变化范围为0.17~0.26 m,近三年来透明度持续下降;溶解氧浓度变化范围为4.05~10.62 mg/L,均值为7.12 mg/L.总氮浓度的变化范围为1.16~3.53 mg/L,总磷浓度的变化范围为0.13~0.25 mg/L,叶绿素a浓度的变化范围为3.31~10.36 mg/m³,N/P比变化范围为4.92~15.35,水质已经达到地表水环境质量Ⅳ~Ⅴ类水体标准,是磷限制性湖泊.利用综合营养状态指数法对呼伦湖水体富营养化进行评价,2006-2015年呼伦湖水体表现出中度—重度—中度—轻度的变化趋势.通过分析呼伦湖富营养化的影响因素,结果表明,影响呼伦湖富营养化的可能因素为外源输入和入湖径流量,同时水深和水温也是呼伦湖发生富营养化的驱动因素,pH、透明度和溶解氧是呼伦湖富营养化影响水质的最主要表现指标.     

新丰江地区地壳P波三维速度结构及活动构造研究

利用震源位置和速度结构的联合反演得到2007年6月~2014年7月新丰江地区地震序列的震源位置及P波三维速度结构模型,并进一步对比区域活动构造的产状特征及震源机制解等。结果显示,自ES向WN新丰江库区断裂深度有逐渐增大的趋势,与重力场的研究结果一致。库区大坝至东源锡场之间的中-上地壳存在4个大小不等的高速体,其中,锡场下方的高速体Ⅰ体积最大(EW向截面约6km×7km),速度最大,中心速度达6.3km/s。库区大坝下方存在以人字石断裂(F2)、南山-坳头断裂(F4)、河源断裂(F1)、石角-新港-白田断裂(F5)等为中心的强烈构造变形区,1960年至今大坝下方高速体Ⅲ、Ⅳ边缘已发生包括1962年6.1级地震在内的7次ML≥5.0地震,能量释放较为彻底;锡场下方高速体Ⅰ的边缘自2012年以来中小地震活跃,且b值较低,不排除发展为中强震孕震凹凸体的可能。     

Improved preconditioned conjugate gradient algorithm and application in 3D inversion of gravity-gradiometry data

With the continuous development of full tensor gradiometer (FTG) measurement techniques, three-dimensional (3D) inversion of FTG data is becoming increasingly used in oil and gas exploration. In the fast processing and interpretation of large-scale high-precision data, the use of the graphics processing unit process unit (GPU) and preconditioning methods are very important in the data inversion. In this paper, an improved preconditioned conjugate gradient algorithm is proposed by combining the symmetric successive over-relaxation (SSOR) technique and the incomplete Choleksy decomposition conjugate gradient algorithm (ICCG). Since preparing the preconditioner requires extra time, a parallel implement based on GPU is proposed. The improved method is then applied in the inversion of noisecontaminated synthetic data to prove its adaptability in the inversion of 3D FTG data. Results show that the parallel SSOR-ICCG algorithm based on NVIDIA Tesla C2050 GPU achieves a speedup of approximately 25 times that of a serial program using a 2.0 GHz Central Processing Unit (CPU). Real airborne gravity-gradiometry data from Vinton salt dome (southwest Louisiana, USA) are also considered. Good results are obtained, which verifies the efficiency and feasibility of the proposed parallel method in fast inversion of 3D FTG data.     

根据余震资料求解2003年伽师MS6.8地震断层面的研究

大地震发生后,大量余震在断层面及其附近发生.余震震源位置的空间分布可以较为精确地勾画出断层面的形状和位置.假定地震发震断层可以用一个平面来模拟,且设大多数余震发生在这个断层面的附近,则可以通过余震震源位置参数来求解发震断层的走向、倾角及位置.本文首次采用2003年2月24日新疆伽师MS6.8地震后精确定位的小震资料反演了伽师地震断层面的走向和倾角,并以此为基础求得了该断层面上的滑动角.并根据小震丛集性原则,尝试用数学方法先对反演所采用的数据进行筛选再进行反演,所得的结果精确程度更高,验证了这种做法的有效性.     

基于多比例尺技术的南京市地震应急数据库建设

为实现不同比例尺地震应急数据的融合与集成,在分析城市地震应急数据库功能的基础上,设计了基于多比例尺空间数据库技术的南京市地震应急数据库框架。论述了其中不同尺度基础地理信息数据的处理、转换方法,以及多比例尺基础地理信息数据的融合建库方法。接着阐述了地震应急专题数据库的设计和与多尺度基础数据的联接。最后通过开发南京市地震突发事件救灾应急平台,展示了多比例尺应急数据库在地震应急平台中的应用。     

鄱阳湖湿地生态功能重要性分区

在分析鄱阳湖湿地自然环境特征和湿地生态系统服务功能特征基础上,利用GIs技术,对鄱阳湖湿地范围进行界定,湿地面积为3886km2.基于湿地生态环境保护和社会经济发展总体要求,按照生态功能区划原理,对湿地进行生态功能重要性分区研究.根据湿地生态功能重要性评价结果将湿地分为极重要区、高度重要区、重要区、一般重要区四个区域,...     

基于D-InSAR技术的玉树Ms7.1地震同震形变场提取与分析

2010年4月14日青海玉树县发生了Ms7.1地震.本文利用差分干涉合成孔径雷达(D-InSAR)测量技术,通过对日本先进陆地观测卫星搭载的ALOS PALSAR获得的雷达数据进行处理,提取了此次地震的同震干涉形变场.结果表明,形变场分布特征与其发震断层甘孜-玉树断裂带的左旋走滑特征一致;最大视线向形变量为-61.4c...     

Dynamic performance analysis of a seismically isolated bridge under braking force

In order to study the dynamic performance of seismically isolated bridges under the most unfavorable loads in the longitudinal direction,a dynamic equation for vehicle braking in the longitudinal direction is established.A four or fiveorder Runge-Kutta method is adopted to obtain the time-history response of a wheel set under braking force.The quadratic discretization method is then used to transform this time-history into a braking and bending force time-history of a structural fixed node,and a dynamic response analysis of the seismically isolated bridge under the vehicle’s braking force is carried out using ANSYS,a universal finite element analysis software.According to the results,seismic isolation design results in a more rational distribution of braking force among piers;the influence of the initial braking velocity on the vehicle braking force is negligible;the location where the first wheel set leaves the bridge is the most unfavorable parking location;a seismic isolation bridge bearing constructed according to typical design methods enters into a yield stage under the braking force, while the shearing force at the bottom of the pier declines as the isolation period is extended;the design requirements can be met when the yield displacement of the seismic isolation bearing is less than 5 mm and the yield strength is greater than the braking force.     

Experimental Study on Velocity Profiles with Different Roughness Elements in a Flume

The classical log law for velocity profile is applied to engineering practice. Field observations indicate that the composition of the bed materials obviously influences the shape of vertical velocity distribution. To clearly understand the roughness effect, six types of materials were laid separately at various depths for the investigation of the effects of roughness elements on the vertical velocity distribution. A down-looking 3D acoustic Doppler velocimeter was used to measure the velocity profiles. The experimental results showed that the curve characteristics of velocity profiles are strongly dependent on the roughness scale and related flow parameters. If d/R, Fr, and Re are larger than 0.15, 0.47, and 60 000, respectively, the velocity distribution may resemble an S-shape profile. The inflexion position Z*/H for a given S-shape profile was empirically deduced as Z*/H = ?0.4481d/R + 0.3225. Otherwise, the velocity profile agrees well with the logarithmic law. The findings of this study are useful in engineering practice (i.e., depth-averaged velocity and flow rate estimate). Key words: velocity profiles, acoustic Doppler velocimeter, roughness elements, logarithmic law, S-shape curve.     

A Simplified Solution Using Izbash's Equation for Non-Darcian Flow in a Constant Rate Pumping Test

This paper derives an equivalent of Darcian Theis solution for non-Darcian flow induced by constant rate pumping of a well in a confined aquifer. The derivation, which is valid at later times only, is original. It utilizes Izbash's equation. This introduces an additional parameter to Darcian condition, namely, empirical exponent. The solution is a non-Drcian equivalent of Jacob straight line method for analyzing pumping tests at late times. It can be used to determine aquifer parameters: storativity, analogous hydraulic conductivity, and empirical exponent. However, while the Jacob method requires a minimum of only one pumping test with one observation well, the additional parameter in the present solution means that a minimum of two observation wells in one test or two pumping tests at different rates with one observation well are required. The derived solution is applied to a case study at Plomeur in Brittany, France, and is shown to provide a practical and efficient method for analyzing pumping tests where non-Darcian groundwater flow occurs.