大渡河响水岩崩堵溃洪水预测研究

位于大渡河上游的响水地段,在有利的地质地貌和水文气候环境下,岩崩、坍塌十分活跃,特别是响水沟汇口处的响水岩崩,其规模达2.40×106m3,一旦活动,能直接堵塞大渡河,相应产生的堵溃洪水,会严重危害下游的中国历史名城--四川泸定和石棉.为了城市建设规划和防洪工程的需要,对该岩崩次生的特殊洪水进行了预测研究.     

城市防震减灾能力评估研究

首先论述了目前国内外关于城市地震灾害风险评估的研究,分析了这些研究取得的成果和存在的不足。然后,提出了城市防震减灾能力的概念,采用人员伤亡,经济损失和震后恢复时间作为衡量城市防震减灾能力强弱的3个最基本的要素。围绕这3个基本要素,列举出影响城市防震减灾能力的6大因素,在此基础上,提出了城市防震减灾能力评价指标体系的具体内容。     

“十二五”新疆环境监测能力建设之展望

依据全疆当前环境监测体系能力建设现状,从监测机构发展和监测网络能力发展的角度上较深刻分析了当前全疆环境监测体系存在的主要问题,提出了“十二五”新疆环境监测能力建设的设想和展望,共同行参考。     

浅议创新教育

创新教育是培养人具有创新能力的教育。创新教育是社会发展的必然选择;创新教育是教育发展的必然选择;创新教育是人类的发展的必然选择。创新教育以创新精神的培养为基础,以创新思维的培养为核心,以创新能力的培养为最终目标。     

宝钢厂区植被碳储量及其固碳效益评价

以著名钢铁企业上海宝钢为例,基于厂区植被调查、航片数字化解释、优势种生物量测定及模型建立,对宝钢厂区植被碳储量和固碳能力进行估算,并通过碳税法对其固碳效益进行评价,以期为城市工业区绿地群落配置和绿化树种选择、企业绿化建设的费用效益分析提供更为科学的依据。结果表明:宝钢厂区植被总碳储量为3992.99～4736.17 t,固碳效益为13507.33～16185.85万元;平均碳密度为45.82～53.27 t/hm2,固碳能力为5.91～6.87t/(hm2.a),高于上海城市森林平均值,但小于中国森林平均值,一定程度上受平均胸径、郁闭度及群落密度等因素影响。厂区在进行绿化建设时,应考虑选择防污且固碳能力强的植物,构建防污固碳兼有型群落,发挥植被的多元功能。     

陕西关中地区城市灾害评价

本文在详细分析关中地区六个大中城市的主要自然灾害和城市地质灾害的基础上，分别评价了各种灾害造成的经济损失，各个城市的灾害危险性、易损性和抗灾能力，并结合防灾对策对城市进行了综合分类。     

STABILITY AND REACH LENGTH IN WATER SURFACE PROFILE DETERMINATION1

ABSTRACT: Extension of basic step methods of backwater computation to reaches of finite length is examined. Accuracies of commonly accepted hydraulic loss equations under particular water surface profile conditions are compared. Simulation of energy lines within a reach by parabolic curves is found to minimize error provided orientation of the axis of the parabola is selected in accordance with prevailing hydraulic conditions. Theoretical basis for an index reach length beyond which single-step computation from end to end of the reach must be in error is developed. Reduction of this reach length by suitable factors tailored to hydraulic conditions yields a mathematically defined allowable reach length for backwater computation. When reach length does not exceed this allowable reach length, no significant error may be detected. Automatic insertion of synthetic cross sections interpolated between surveyed cross sections when these are inadvertently spaced too far apart enables computation to proceed. This device is error-free for prismatic channls but may introduce error for irregular natural channels. Preliminary trials indicate that results so obtained may be accepted provided the fall in the original reach does not exceed from one to two feet. When this is exceeded, additional cross sections should be surveyed.     

突发性环境污染事故应急监测准备与响应

突发性环境污染事故具有不确定性，因此要求应急监测准备工作常备不懈；应急监测准备和响应贯穿于事前、事发、事后几个阶段，包括日常准备、应急监测、结果发布、跟踪监测、经验总结等主要环节。     

大型公共活动风险控制研究与分析

大型公共活动人口密度大、流动性强,极易引发安全事故,造成大量人员伤亡和恶劣社会影响。笔者从风险管理角度,提出大型公共活动的风险控制程序,通过方案评估、静态评估、管控能力及应急能力等几方面对大型公共活动进行动态分析。明确划分大型公共活动场所的重点部位;将大型公共活动的管控能力预警分为4个等级,界定相应人群容量特征,并针对不同级别提出相应安全管理措施;强调整体容量,重点部位容量的确定应与项目目标协同一致,形成大型公共活动风险管理控制的新思路,对大型公共活动风险管理具有重要意义,值得在一般大型公共活动风险评估中广泛应用。     

Daily Bank Erosion Rates in the Lower Yellow River Before and After Dam Construction

During the period of water impoundment and sediment detention of the Sanmenxia Reservoir, riverbank erosion processes played a key role in the channel evolution of the Lower Yellow River (LYR). However, research into bank erosion rates of the LYR has been neglected due to the lack of direct field monitoring. In this study, an indirect method is proposed to determine bank erosion rates at daily time scales by outlining a detailed calculation procedure using measured hydrological data. A total of 810 data points of daily bank erosion rates before and after the construction of Sanmenxia Dam was calculated at seven hydrometric sections along the LYR, with the corresponding values of the bank stability coefficient and the width‐to‐depth ratio also being calculated. Empirical relations were then developed to estimate the daily bank erosion rates, using these parameters at the sections. Temporal and spatial variability in daily bank erosion rates in the LYR before and after dam construction were also investigated, revealing that: (1) the bank erosion rates had a mean value of 16.7‐29.1 m/day in the braided reach, with a maximum value of 290.0 m/day, while they were relatively low in the meandering reach, with a mean value of 2.5 m/day; (2) the erosion rates before dam construction were slightly greater than those after dam construction, with the difference reaching 5‐10 m/day in the braided reach, decreasing in the transitional reach gradually, and being slight in the meandering reach.