长江流域洪灾与生态破坏的关系浅析:Ⅲ生态重建与减灾对策

在分析长江流域１９９８ 年洪水灾害与生态环境破坏的关系的基础上，提出了生态重建规划应以可持续发展为指导思想，坚持经济建设、社会发展与生态环境保护相协调的基本原则；指出了生态保护、恢复、重建的要点与方略；提出了防灾、减灾的对策建议。     

Improving flood risk analysis for effectively supporting the implementation of flood risk management plans: The case study of “Serio” Valley

The EU Flood Directive 2007/60 requires the assessment and delineation of flood risk maps. The latter should provide the required knowledge for the development of flood risk management plans (FRMPs), that should deal with all features of risk management: e.g. preparation, protection and prevention, comprising also the phase of the flood forecasting and warning systems, in addition to the emergency management. The risk maps, delineated through the expert-drive qualitative (EDQ) approach currently adopted in several European countries, such as Italy, fail to represent the information base that needed by stakeholders for selecting the suitable objectives and designing the appropriate mitigation actions for flood risk management. In the EDQ approach, the flood hazard and the potential damage degree maps are combined by means of a matrix to obtain a qualitative flood risk map. However, the performance of the risk matrix is not usually rigorous validated and, therefore, presents limits, such as subjective and not careful explained interpretation of rating and poor resolution, (due to range compression), that can produce errors in comparative ranking of risk areas. In this context, this paper proposes the FloodRisk approach that aims to improve the efficacy of flood risk map overcoming the limits of EDQ approach in supplying the knowledge base that allow to analyze costs and benefits of potential mitigation measures. However, the proposed approach is also able to involve the citizens in the flood management process, enhancing their awareness. An application of FloodRisk procedure is showed on a pilot case in “Serio” Valley, (North Italy), and its strengths and limits, in terms of additional efforts required in its application compared with EDQ procedure, have been discussed focusing on the efficacy of the outcomes provided for the fulfillment of FRMPs. The results have demonstrated the ability of FloodRisk, respect to EDQ approach, to distinguish successfully different levels of vulnerability of exposure elements, thanks to the use of asset value and depth-damage curves, that allows a suitably evaluation of the effectiveness of risk mitigation strategies. In this light, a successfully application of a cost-benefit analysis of FloodRisk approach on a portfolio of alternative mitigation actions, (i.e. structural and non-structural measurements), has been demonstrated on the proposed study case. However, FloodRisk requires additional information, e.g. water depths assessment and assets values, and it needs a proper analysis and communication of the uncertainty in its results. Although they still exist limitations that impede, at present, the FloodRisk application without an adequate understanding and a critical consideration of the hazard, exposure and vulnerability characteristics of the study area, considerations are supplied on how the utilization of this approach can be maximized in the light of the next flood risk maps revision due by December 2019.     

Adaptive co-management and network learning in the Room for the River programme

Adaptive co-management and learning are paramount for integrated flood risk management. Relevant literature focuses on adaptation at the level of physical and societal systems. The level of projects and programmes is largely overlooked, but they comprise interventions that adapt our physical systems and they provide opportunities for learning to contribute to transitions of societal systems. This paper aims to increase understanding on how learning takes place and can be stimulated within a programme. The mixed-method case study of Room for the River, a €2.3 billion programme for flood risk management, shows that a programme can be organised using various governance arrangements to stimulate learning and be a means for adaptive co-management to deliver upon environmental objectives.     

An Analysis of the Effects of Land Use and Land Cover on Flood Losses along the Gulf of Mexico Coast from 1999 to 2009

Major coastal flooding events over the last decade have led decision makers in the United States to favor structural engineering solutions as a means to protect vulnerable coastal communities from the adverse impacts of future storms. While a resistance‐based approach to flood mitigation involving large‐scale construction works may be a central component of a regional flood risk reduction strategy, it is equally important to consider the role of land use and land cover (LULC) patterns in protecting communities from floods. To date, little observational research has been conducted to quantify the effects of various LULC configurations on the amount of property damage occurring across coastal regions over time. In response, we statistically examine the impacts of LULC on observed flood damage across 2,692 watersheds bordering the Gulf of Mexico. Specifically, we analyze statistical linear regression models to isolate the influence of multiple LULC categories on over 372,000 insured flood losses claimed under the National Flood Insurance Program per year from 2001 to 2008. Results indicate that percent increase in palustrine wetlands is the equivalent to, on average, a $13,975 reduction in insured flood losses per year, per watershed. These and other results provide important insights to policy makers on how protecting specific types of LULC can help reduce adverse impacts to local communities.     

基于Copula函数的汉江中上游流域极端降雨洪水联合分布特征

选取汉江中上游流域作为研究对象,根据流域九个气象站点1969~2008年逐日降雨资料以及丹江口水库同时期日入库流量资料,采用年最大值法(AM)和百分位法两种选样方式选取1 d、3 d降雨和1 d、3 d洪量极值样本,分别运用广义极值分布(GEV)、广义帕累托分布(GPD)、伽玛分布(Gamma)3种极值统计模型对样本进行单变量边缘分布拟合,运用Gumbel、Clayton以及Frank Copula函数模型对样本进行多变量联合分布拟合,遴选出描述流域降雨和洪水联合分布规律的最优概率模型。结果显示:对于AM选样样本,边缘分布为GEV时降雨洪量的二维和三维联合分布Frank Copula函数拟合效果最优;对于百分位选样样本,边缘分布为GPD时降雨洪量的二维联合分布Gumbel Copula函数拟合效果最优,三维联合分布则是Frank Copula函数拟合效果最优;比较二维和三维Copula函数模拟结果,三维联合Copula函数推求的设计值更大,说明三维联合分布考虑了更多的变量和极值信息,能更全面地反映极端降雨洪水事件的真实特征,对工程设计更显安全。     

过去两千年长江干流历史洪水事件的时空变化研究

理解极端洪水事件活动特征及其与气候变化、人类活动的相互关系一直是全球变化研究的热点问题。现代器测数据较短对洪水事件变化规律预测存在不足,而利用历史文献记录研究百年-千年尺度洪水事件的发生规律则成为一个较好的选择。洪水灾害是长江流域最为严重的自然灾害之一。本文以官方现存历史记载为依据,构建了过去2000年长江干流上、中、下游洪水事件序列,并将其与气候和人类活动代理指标进行对比。结果表明,1350年之前,长江干流洪水事件受东亚季风(EASM)、西南季风(ISM)、厄尔尼诺-南方涛动(ENSO)、热带辐合带(ITCZ)移动等多种气候因素驱动,且气候驱动机制在同期不同区、同区不同期存在显著差异。此外,1350年之后人类活动的增强可能明显加剧了长江干流洪水事件的频率和强度。     

河南省汛期极端降水事件分析

利用河南1961～2006年50个气象站台站汛期（6～8月份）逐日降水量资料，定义95%降水分位数为极端降水事件的阈值，建立不同站近46年汛期极端降水事件发生频次的时间序列。在此基础上采用趋势分析、最大熵谱分析等统计技术方法，对河南降水事件发生频次的空间分布及年际变化特点进行了分析。结果表明：空间变化上总体具有北多南少的特点，而且汛期降水量的比重与极端降水事件发生频次的高低存在着很好的一致性；空间分布上主要有全省一致型、西北 东南型、南阳盆地型和中部分布型等4种类型，其中全省一致分布型为最主要的空间模态；年际变化趋势各地有所不同，豫西、豫南区为减少趋势，而豫中、豫北、豫东和豫西南区表现为增加趋势，而且在振荡形态上各有同异，以2~8年和10年左右的年代际变化最为普遍。     

19世纪是我国特大暴雨洪水发生期

本文用大量资料,论述了我国七个江河历史首位洪水均发生在19世纪。而且,洪水泛滥使得平原地区的水系迁移、湖泊淤缩极为严重。同时,存洪水年前后,伴随着一系列寒冷、干旱的气候异常现象。     

快速设置装配式防洪子堤的设计及应用

针对防洪工程要求和目前防洪子堤技术存在的问题,提出了可折叠的装配式防洪子堤的设计思想,进行了子堤的材料性能试验和结构设计,研制了一种装配式玻璃钢桐木夹层防洪子堤.通过对子堤在土堤和混凝土堤表面挡水试验和快速设置技术的应用研究,表明该防洪子堤具有重量轻、可重复使用和快速设置等特点,特别适合在需要临时加高的水库大坝、江防大堤和城市河岸堤防工程中使用.     

长江安徽段及巢湖水患区防洪治水的环境地质问题

长江安徽江段及巢湖水患区环境地质问题突出 ,因洪涝诱发引起的地质灾害十分频繁 ,特别是在每年汛期持续的高水位影响下 ,形成堤基管涌、边岸崩塌、软土变形、散浸等 ,造成溃口成灾或渍水成涝 ,形成大面积的洪涝灾害。这一地区的水患问题的形成和发展受地质环境影响和控制。通过收集有关资料 ,对长江安徽江段及巢湖水患区环境地质特征及存在的主要问题进行了初步分析 ,提出水患区的形成主要受控于地质作用 ,泥沙淤积与地貌演化作用 ,人类活动及岸带变化和堤基变形作用。为有效地进行防洪治水规划 ,应开展与洪涝灾害发生与发展有关的环境地质调查研究 ,特别是对江湖关系、第四纪地质和新构造运动与洪涝灾害的关系需要进行重点调查研究 ,为防洪治水规划提供依据。