高坪-吉心段公路喀斯特工程地质综合勘察

以沪蓉国道主干线湖北省高坪-吉心段的喀斯特地质勘察工作为例，探讨喀斯特地区公路工程地质综合勘察的基本方法。在喀斯特地区运用遥感和地理信息技术技术、地质测绘、综合物探以及地质钻探等勘察手段，通过综合分析各种勘探成果，能够较准确地查明可溶岩的分布、喀斯特形态类型、分布规律、控制因素以及喀斯特水的赋存、分布和运移规律等，并根据不同的喀斯特地貌提出了有针对性的处理对策。通过不断的实践和经验总结。针对喀斯特工程地质问题合理运用综合工程勘察方法，能做出科学的分析评价，可以适应喀斯特区公路建设的需要，并且供今后在喀斯特地区修建公路时参考和借鉴。     

Regional comprehensive assessment on environment-health of China

The aim of the study was to assess the environment-health development in different regions of China. 175 indicators, such as average life expectancy at birth, emission intensity of waste gas, GDP etc. were chosen to describe various aspects of the environment, health and development of China. Of all the indicators, life expectancy can sufficiently reflect health situation of population. Consequently, life expectancy was identified as key indicator, and 42 out of 175 indicators were selected for establishing the environment-health indicator framework with three grades of integrative indices to assess the development of environment-health of China. Based on the hierarchical relation between various grades of indices, the comprehensive environment-health index was calculated and contributed to classify the environment-health situation of 30 provinces, municipalities and autonomous regions in China which were divided into five grades by four predefined limits. Comprehensive assessment indicates that the environment-health situation of the eastern and coastal areas is superior to that of inland which is the western regions with underdeveloped economy and rigorous natural condition. Especially, the Qinghai-Tibet and Yunnan-Guizhou plateaus in southwestern China are most vulnerable in the environment and population health. These fit in with the pattern of national socio-economic development, which fully shows that socio-economic context plays a dominant role in the improvement of environment-health in China.     

Model identification for hydrological forecasting under uncertainty

Methods for the identification of models for hydrological forecasting have to consider the specific nature of these models and the uncertainties present in the modeling process. Current approaches fail to fully incorporate these two aspects. In this paper we review the nature of hydrological models and the consequences of this nature for the task of model identification. We then continue to discuss the history (“The need for more POWER‘’), the current state (“Learning from other fields”) and the future (“Towards a general framework”) of model identification. The discussion closes with a list of desirable features for an identification framework under uncertainty and open research questions in need of answers before such a framework can be implemented.     

Stochastic Modelling of the Impact of Flood Protection Measures Along the River Waal in the Netherlands

River flooding is a problem of international interest. In the past few years many countries suffered from severe floods. A large part of the Netherlands is below sea level and river levels. The Dutch flood defences along the river Rhine are designed for water levels with a probability of exceedance of 1/1250 per year. These water levels are computed with a hydrodynamic model using a deterministic bed level and a deterministic design discharge. Traditionally, the safety against flooding in the Netherlands is obtained by building and reinforcing dikes. Recently, a new policy was proposed to cope with increasing design discharges in the Rhine and Meuse rivers. This policy is known as the Room for the River (RfR) policy, in which a reduction of flood levels is achieved by measures creating space for the river, such as dike replacement, side channels and floodplain lowering. As compared with dike reinforcement, these measures may have a stronger impact on flow and sediment transport fields, probably leading to stronger morphological effects. As a result of the latter the flood conveyance capacity may decrease over time. An a priori judgement of safety against flooding on the basis of an increased conveyance capacity of the river can be quite misleading. Therefore, the determination of design water levels using a fixed-bed hydrodynamic model may not be justified and the use of a mobile-bed approach may be more appropriate. This problem is addressed in this paper, using a case study of the river Waal (one of the Rhine branches in the Netherlands). The morphological response of the river Waal to a flood protection measure (floodplain lowering in combination with summer levee removal) is analysed. The effect of this measure is subject to various sources of uncertainty. Monte Carlo simulations are applied to calculate the impact of uncertainties in the river discharge on the bed levels. The impact of the “uncertain” morphological response on design flood level predictions is analysed for three phenomena, viz. the impact of the spatial morphological variation over years, the impact of the seasonal morphological variation and the impact of the morphological variability around bifurcation points. The impact of seasonal morphological variations turns out to be negligible, but the other two phenomena appear to have each an appreciable impact (order of magnitude 0.05–0.1 m) on the computed design water levels. We have to note however, that other sources of uncertainty (e.g. uncertainty in hydraulic roughness predictor), which may be of influence, are not taken into consideration. In fact, the present investigation is limited to the sensitivity of the design water levels to uncertainties in the predicted bed level.     

云南沿边境地带生态环境3S监测、 评价与调控研究

本文利用全球新千年整体生态系统评估的理论，以云南省沿边境地带生态系统变化跨境生态安全为研究对象，探寻并揭示我国陆疆系统的跨境生态系统变化监测、评价和生态安全综合调控的基础理论与信息机理；进而研究基于“3S”云南沿边境地带的生态环境监测、评价与综合调控的方法和关键技术，包括方法和技术体系的建立、指标体系的建立、多尺度效应和尺度转换、数学模型的建立、综合调控模式和决策方案的建立等；在案例研究部分，建立了背景数据库，然后选择大、中、小尺度进行了全区生态环境现状评价，重点河道、典型路段和重点口岸的影响评价和预测预报研究，最后进行了综合调控模式和方案的探讨，并对研究结果进行了动态仿真和虚拟表达研究。     

模糊综合评判在高层建筑结构地震作用下的应用

应用模糊数学原理,将我国现行建筑抗震设计规范(GB 50011-2001)划分场地类别的依据模糊化,用正态分布作为等效剪切波速与覆盖层厚度的隶属函数,对不同场地条件特征周期值进行模糊综合评判,给出了高层建筑结构地震作用计算步骤。结果表明,模糊综合评判方法使得建筑抗震设计中的设计反应谱更符合实际,高层建筑结构地震作用的计算更为准确。     

青海东部及邻区强震前地震活动特征参数Wq值的研究

利用1980～2007年以来,青海省东部及邻区（34°～40°N,96°～104°E）ML≥2．3级地震资料进行特征参数耽值的空间扫描。结果表明,在该区域内发生的9次6．0级以上地震中有6次震前7—28个月在震中周围出现叻值异常区,并且大部分地震前的异常区存在异常出现一异常区面积扩大一面积收缩一发震的变化过程,为地震的中短期预报提供了判定依据。     

浅谈铟、镉在大厂矿田的分布及综合回收前景

大厂矿田锡石硫化物矿床中产出的富铟铁闪锌矿为世界所罕见,文章探讨该类型矿床铟、镉的分布规律,分析计算该金属保有地质储量及年产量,简介当前回收情况及展望综合回收前景.     

The flood of the Nenjiang river and the Songhua river in 1998 and the comprehensive management of the river basins

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海河流域一次大到暴雨天气过程的预报分析

利用数值预报、常规天气图、各种物理量场、卫星云图、雷达资料等,对2005年7月22—24日影响海河流域的典型暴雨天气过程进行了综合分析。该过程是由高空槽、副热带高压边缘的暖湿气流和5号台风海棠减弱后的低气压云系的共同作用下产生的;其触发机制是冷空气从近地层楔入暖空气中,在高温高湿、层结不稳定等诸多有利条件下,冷空气前沿的上升气流在暖区激发出几个较旺盛的中小尺度的强对流云团造成此次的降水过程;数值预报在对流层中部冷平流入侵海河流域的时间和地点,对于强降水出现的时间和落区预报有一定的指示意义,日本模式和T213在此次海河流域强降水的落区预报上存在优势,德国模式在强降水量级的预报上最接近实况,但三家数值模式预报西太平洋副高西伸的位置不够准确,导致海河流域的降水预报的时空分布有一定误差。