SNMR联合SP用于滑动带水体赋存状态的探测研究

地下水的空间分布及运移规律是建立地下水流系统和分析渗流场规律的重要因素.具有直接找水特性的地面核磁共振方法(SNMR)可以用于确定地下水的空间分布,而自然电场法(SP)是一种可以探测地下水流动方向的物探方法,这两种方法的联合使用为地下水研究提供了一种较好的工作模式.本文以滑动带水体探测为例,阐述该工作模式的应用效果.首...     

地震应急卫星通信系统的设计与应用.

地震应急通信是地震应急救援工作的基础和关键的组成部分.本文从地震应急卫星通信网络的组成及规模、站点配置、组网方式、工作模式、工作模式切换、通信方式、卫星信道规划、业务应用等方面,简要介绍了中国地震局“十五”期间建设并投入运行的地震应急卫星通信系统的设计以及在地震应急工作中的应用.     

工程勘察中激光三维扫描和建模技术研究

激光三维扫描和三维地质建模技术的应用,使得工程地质体的变形、沉降、扭转、位移勘察工作变得更加高效、快速和经济.简要介绍了逆向工程的基本思想,探讨了逆向工程在工程勘察中的应用模式,基于激光三维扫描仪器Trimble GS200和三维数据处理软件CATIA,阐述了工程勘察过程中数字模型的建立方法和图像数据的处理流程,并通过对处理结果的分析来完成工程勘察的目标.通过对一个实体数据实例的分析和模拟,实现了对实体表面地质数据的全面分析和动态监控.分析发现,联合应用激光三维扫描和三维地质建模技术,能够在河道变形分析、大坝位移与变形监测、飞机跑道路面勘察、桥梁变形监测等工程勘察工作中发挥作用,其发展前景非常广阔.     

云南省地震局地震应急通信系统在2007年宁洱6.4级地震中的应用及发展

介绍了云南省地震局地震应急通信系统的主要架构,各分系统的主要特点和使用,及其在各种地震环境中的实际应用和工作模式。对2007年6月3日宁洱6.4级地震现场应急工作中的应急通信工作模式进行了详细描述。随着项目建设的发展和新技术、新思路的应用,对将来地震现场应急通信工作模式的发展趋势进行了探索性思考。     

NagVis等开源监控软件在天津地震前兆台网的应用研究

NagVis是Nagios开源网管系统中的展示组件,它可采用多种模式对Nagios系统中的监控对象进行图形化展示,本文主要阐述其在天津前兆台网中的应用情况,包括NagVis的工作模式,监控图形的配置管理和使用,NagVis在天津前兆台网系统运行状态监控与展示方面的情况以及应用后的效果对比等.本文为开源软件在行业中的进一步应用提供了参考.     

辽宁省地震应急视频会议系统组网模式分析与应用

简述了地震应急视频会议系统的功能和地震应急工作应用中的常用组网模式,并根据辽宁地震应急指挥视频会议系统的实际应用情况,分析和解决了在各类组网模式下本地化应用相关问题.目前,辽宁省地震应急视频会议系统在中国地震局台网中心、应急管理部、省内20个节点间起到承上启下的作用,利用"背靠背"技术实现了与省政府、应急厅及地市级应急...     

中朝陆块与扬子陆块会聚的古地磁证据

本文收集了1989年之前中朝陆块自晚石炭世至第三纪期间的古地磁极数据.应用分类过滤方法选出可靠的古地磁极，建立了中朝陆块新的视极移曲线.通过中朝陆块与扬子陆块视极移曲线的比较，对前人提出的两个陆块会聚的几种模式进行了检验.本文提出的旋转模式，对研究两陆块的会聚过程是较合理的新观点.     

数值模式延伸期可预报分量提取及预报技术研究

针对延伸期尺度的可预报分量,借鉴了CNOP相关算法,形成了在数值模式中提取可预报分量的实用方法和预报技术.从模式预报误差增长的角度将模式变量分为可预报分量和不可预报的混沌分量,将可预报分量定义为在预报时段内误差增长较慢的分量.基于现有的国家气候中心月动力延伸预报业务模式,建立了针对可预报分量的数值模式.同时结合历史资料有用信息,对数值模式的可预报分量,在历史资料的可预报分量中寻找相似场,降低了相似判断过程中变量的维数,进一步对可预报分量的预报误差进行订正.对混沌分量利用历史资料,通过集合预报方法得出其期望值和方差.数值试验结果表明,该方法能有效提高10～30天延伸期数值模式大气环流场的预报技巧,具有良好的业务应用前景.     

中国地震目录数据库ht

本文介绍应用 VAX DBMS 数据库管理系统建立的中国地震目录数据库(简称 ECDC).收集入库的地震目录数据比较齐全,精确性较高,具有一定的科学价值.数据库的结构包括模式、存储模式和三个子模式,其中定义了两个记录,五个系和六个存储域.为数据库设计了交互用户接口系统.这个系统具有较强的功能,一般用户通过它可以方便地访问数据库,获取数据或对数据进行操纵.某些专业用户还可以通过 VAX DBMS 的查询工具 DBQ 或直接嵌入高级程序设计语言中的数据操纵语言 DML 访问数据库.      

中国地震目录数据库

本文介绍应用 VAX DBMS 数据库管理系统建立的“中国地震目录数据库”(简称 ECDC).收集入库的地震目录数据比较齐全,精确性较高,具有一定的科学价值.数据库的结构包括模式、存储模式和三个子模式,其中定义了两个记录,五个系和六个存储域.为数据库设计了交互用户接口系统.这个系统具有较强的功能,一般用户通过它可以方便地访问数据库,获取数据或对数据进行操纵.某些专业用户还可以通过 VAX DBMS 的查询工具 DBQ 或直接嵌入高级程序设计语言中的数据操纵语言 DML 访问数据库.     

Mapping Coastal Aquifers by Joint Inversion of DC and TEM Soundings-Three Case Histories

Electrical and electromagnetic methods are well suited for coastal aquifer studies because of the large contrast in resistivity between fresh water-bearing and salt water-bearing formations. Interpretation models for these aquifers typically contain four layers: a highly resistive unsaturated zone; a surficial fresh water aquifer of intermediate resistivity; an underlying conductive, salt water saturated aquifer; and resistive substratum. Additional layers may be added to allow for variations in lithology within the fresh water and salt water layers. Two methods are evaluated: direct current resistivity and time domain electromagnetic soundings. Use of each method alone produces nonunique solutions for resistivities and/or thicknesses of the different layers. We show that joint inversion of vertical electric and time domain electromagnetic soundings produces a more tightly constrained interpretation model at three test sites than is produced by inversion methods applied to each data set independently.     

A New Operational Paradigm for Small‐Scale ASR in Saline Aquifers

A new operational paradigm is presented for small‐scale aquifer storage and recovery systems (ASR) in saline aquifers. Regular ASR is often not feasible for small‐scale storage in saline aquifers because fresh water floats to the top of the aquifer where it is unrecoverable. In the new paradigm, fresh water storage is combined with salt water extraction from below the fresh water cone. The salt water extraction counteracts the buoyancy due to the density difference between fresh water and salt water, thus preventing the fresh water from floating up. The proposed approach is applied to assess the feasibility of ASR for the seasonal storage of fresh water produced by desalination plants in tourist resorts along the Egyptian Red Sea coast. In these situations, the continuous extraction of salt water can be used for desalination purposes. An analytical Dupuit solution is presented for the steady flow of salt water toward a well with a volume of fresh water floating on top of the cone of depression. The required salt water discharge for the storage of a given volume of fresh water can be computed with the analytical solution. Numerical modeling is applied to determine how the stored fresh water can be recovered. Three recovery approaches are examined. Fresh water recovery rates on the order of 70% are achievable when salt water is extracted in high volumes, subsurface impermeable barriers are constructed at a distance from the well, or several fresh water recovery drains are used. The effect of ambient flow and interruptions of salt water pumping on the recovery efficiency are reported.     

Analytic Element Modeling of Steady Interface Flow in Multilayer Aquifers Using AnAqSim

This paper presents the analytic element modeling approach implemented in the software AnAqSim for simulating steady groundwater flow with a sharp fresh‐salt interface in multilayer (three‐dimensional) aquifer systems. Compared with numerical methods for variable‐density interface modeling, this approach allows quick model construction and can yield useful guidance about the three‐dimensional configuration of an interface even at a large scale. The approach employs subdomains and multiple layers as outlined by Fitts (2010) with the addition of discharge potentials for shallow interface flow (Strack 1989). The following simplifying assumptions are made: steady flow, a sharp interface between fresh‐ and salt water, static salt water, and no resistance to vertical flow and hydrostatic heads within each fresh water layer. A key component of this approach is a transition to a thin fixed minimum fresh water thickness mode when the fresh water thickness approaches zero. This allows the solution to converge and determine the steady interface position without a long transient simulation. The approach is checked against the widely used numerical codes SEAWAT and SWI/MODFLOW and a hypothetical application of the method to a coastal wellfield is presented.     

淡水蓝藻的高温适应

本文在有关文献的基础上综合分析了淡水蓝藻对高温的适应,并对淡水蓝藻高温适应机制提出了几种看法。生长在高温中的淡水蓝藻有这样一些特点:（1）不同种类对高温的适应机制稍有不同;（2）类囊体膜具有较高的稳定性;（3）藻体在受热时产生热休克蛋白以保护细胞内的酶免于热变性;（4）光合作用系统具有热稳定性;（5）DNA具有热稳定性;（6）蛋白质的合成系统具有热稳定性。其中DNA和光合作用系统的热稳定性起着关键的作用,热休克蛋白的产生和类囊体膜中脂肪酸的饱和程度是在基因水平上调控的。     

Simulation of submarine ground water discharge to a marine estuary: Biscayne Bay, Florida

Variable density ground water flow models are rarely used to estimate submarine ground water discharge because of limitations in computer speed, data availability, and availability of a simulation tool that can minimize numerical dispersion. This paper presents an application of the SEAWAT code, which is a combined version of MODFLOW and MT3D, to estimate rates of submarine ground water discharge to a coastal marine estuary. Discharge rates were estimated for Biscayne Bay, Florida, for the period from January 1989 to September 1998 using a three-dimensional, variable density ground water flow and transport model. Hydrologic stresses in the 10-layer model include recharge, evapotranspiration, ground water withdrawals from municipal wellfields, interactions with surface water (canals in urban areas and wetlands in the Everglades), boundary fluxes, and submarine ground water discharge to Biscayne Bay. The model was calibrated by matching ground water levels in monitoring wells, baseflow to canals, and the position of the 1995 salt water intrusion line. Results suggest that fresh submarine ground water discharge to Biscayne Bay may have exceeded surface water discharge during the 1989, 1990, and 1991 dry seasons, but the average discharge for the entire simulation period was only approximately 10% of the surface water discharge to the bay. Results from the model also suggest that tidal canals intercept fresh ground water that might otherwise have discharged directly to Biscayne Bay. This application demonstrates that regional scale variable density models are potentially useful tools for estimating rates of submarine ground water discharge.     

Effects of sea-level rise on ground water flow in a coastal aquifer system

The effects of sea-level rise on the depth to the fresh water/salt water interface were simulated by using a density-dependent, three-dimensional numerical ground water flow model for a simplified hypothetical fresh water lens that is similar to shallow, coastal aquifers found along the Atlantic coast of the United States. Simulations of sea-level rise of 2.65 mm/year from 1929 to 2050 resulted in an increase in water levels relative to a fixed datum, yet a net decrease in water levels relative to the increased sea-level position. The net decrease in water levels was much greater near a gaining stream than farther from the stream. The difference in the change in water levels is attributed to the dampening effect of the stream on water level changes in response to sea-level rise. In response to the decreased water level altitudes relative to local sea level, the depth to the fresh water/salt water interface decreased. This reduction in the thickness of the fresh water lens varied throughout the aquifer and was greatly affected by proximity to a ground water fed stream and whether the stream was tidally influenced. Away from the stream, the thickness of the fresh water lens decreased by about 2% from 1929 to 2050, whereas the fresh water lens thickness decreased by about 22% to 31% for the same period near the stream, depending on whether the stream was tidally influenced. The difference in the change in the fresh water/salt water interface position is controlled by the difference in the net decline in water levels relative to local sea level.     

Effect of the Mahanadi River on the Development of Storm Surge Along the Orissa Coast of India: A Numerical Study

River-ocean coupled models are described for the evaluation of the interaction between river discharge and surge development along the Orissa coast of India. The models are used to study the effect of fresh water discharge from the Mahanadi River on the surge response along the Orissa coast due to the October 1999 super cyclone which led to severe flooding of the coastal and delta regions of Orissa. The so-called 1999 Paradip cyclone was one of the most severe cyclones; causing extensive damage to property and loss of lives. The present study emphasizes the impact of the Mahanadi River on overall surge development along the Orissa coast. Therefore, we have developed a location specific fine resolution model for the Orissa coast and coupled it with a one–dimensional river model. The numerical experiments are carried out, both with and without inclusion of fresh water discharge from the river. The bathymetry for the model has been taken from the naval hydrographic charts extending from the south of Orissa to the south of west Bengal. A simple drying scheme has also been included in the model in order to avoid the exposure of land near the coast due to strong negative sea-surface elevations. The simulations with river-ocean coupled models show that the discharge of fresh water carried by the river may modify the surge height in the Bay, especially in the western Bay of Bengal where one of the largest river systems of the east coast of India, the Mahanadi River, joins with the Bay of Bengal. Another dynamic effect of this inlet is the potentially deep inland penetration of the surge originating in the Bay. The model results are in good agreement with the available observations/estimates.     

Numerical Study of Tide-Induced Airflow and Salt–Fresh Water Dynamics in Unconfined Aquifers

This study employed a coupled water-air two-phase flow and salt water transport model to analyze the behaviors of generated airflow in unsaturated zones and the fluctuations of salinity at the salt–fresh water interface in a two-layered unconfined aquifer with a sloping beach surface subjected to tidal oscillations. The simulation results show that as the new dynamic steady state including effects of tidal fluctuations is reached through multiple tidal cycles, the dispersion zone in the lower salt water wedge is broadened because fresh water/salt water therein flows continuously landward or seaward during tidal cycles. The upper salt–fresh water interface exhibits more vulnerable to the tidal fluctuations, and the variation of salinity therein is periodic, which is irrelevant to the hydraulic head but is influenced by the direction and velocity of surrounding water-flow. With the tidal level fluctuating, airflow is mainly concentrated in the lower permeable layer due to the restraint of the upper semi-permeable layer, and the time-lag between the pore-air pressure and the tidal level increases with distance from the coastline. The effect of airflow in unsaturated zones can be transmitted downward, causing both the magnitude of salinity and its amplitude in the upper salt–fresh water interface to be smaller for the case with airflow than without airflow due to the resistance of airflow to water-flow. Sensitivity analysis reveal that distributions of airflow in unsaturated zones are affected by the permeability of the upper/lower layer and the van Genuchten parameter of the lower layer, not by the van Genuchten parameter of the upper layer, whereas the salinity fluctuations in the salt–fresh water interface are affected only by soil parameters of the lower layer.     

Submarine Ground Water Discharge Driven by Tidal Pumping in a Heterogeneous Aquifer

Submarine ground water discharge (SGD) is now recognized as an important water pathway between land and sea. It is difficult to quantitatively predict SGD owing to its significant spatial and temporal variability. This study focuses on quantitative estimation of SGD caused by tidally induced sea water recirculation and a terrestrial hydraulic gradient. A two-dimensional hydrogeological model was developed to simulate SGD from a coastal unconfined aquifer in the northeastern Gulf of Mexico, where previous SGD studies were performed. A density-variable numerical code, SEAWAT2000, was applied to simulate SGD. To accurately predict discharge, various influencing factors such as heterogeneity in conductivity, uncertain boundary conditions, and tidal pumping were systematically assessed. The tidally influenced sea water recirculation zone and the fresh water–salt water mixing zone under various tidal patterns, tidal ranges, and water table heights were also investigated. The model was calibrated and validated from long-term, intensive measurements at the study site. The percentage of fresh SGD relative to total SGD ranged from 4% to 50% under normal conditions. Based on simulations of two field measurements in summer and spring, respectively, the fresh water ratios were 9% and 15%, respectively. These results support the hypothesis that the SGD induced by tidally driven sea water recirculation is much larger than terrestrial fresh ground water discharge at this site. The estimates of total and fresh SGD are at the low and high ends, respectively, of the estimation ranges obtained from geochemical tracers (e.g., ²²²Rn).     

Effect of a Freshwater Layer Overlying Salt Water on the Regime of Replacement in Confined Coastal Aquifers

A mathematical model of fresh groundwater flow from a semi-infinite confined aquifer into a sea (pool, trench, and the like) filled with salt water and having a freshwater layer above its horizon. To study this problem a mixed boundary-value problem of the theory of analytical functions is formulated and solved with the use of the Polubarinova-Kochina method. The obtained exact analytical relationships and numerical calculations are used to perform a detailed hydrodynamic analysis of the effect of the freshwater layer and other physical parameters of the model on the character and the extent of displacement.