改进的AHP在县域尺度暴雨洪涝风险评价的应用

以淮河流域为例,选取降水、土地利用、经济、人口等指标作为淮河流域暴雨洪涝灾害风险指标,利用信息熵改进的层次分析法确定淮河流域暴雨洪涝的风险评估指标权重,并应用于县域尺度淮河流域暴雨洪涝灾害风险评价。结果表明:(1)淮河流域暴雨洪涝灾害风险空间分布整体呈现南部高、北部低,东西高、中部次之的形态。(2)改进的层次分析法得到的高风险区比传统方法的面积减少,市县个数下降,而次高风险区、中风险区、次低以及低风险区面积比之传统方法均有增加。同时风险平均值升高,导致受灾程度可能加大。(3)改进方法得到的岳西县风险等级由高风险区降为次高风险区,低于金寨县风险等级。宿州市风险等级由次高风险区降为中风险区,较灵璧、泗县风险低,与实际情况更为相符,提高了淮河流域暴雨洪涝灾害风险评价精度。     

1964-2008年辽宁省旱涝时空分布特征及演变趋势

利用1964—2008年辽宁51站降水量资料,采用Z指数和区域旱涝HL指数分析了全区近45a旱涝变化。结果表明：近45a辽西、辽北以及辽东南地区单站旱涝发生频率均明显高于辽中、辽东地区;区域性洪涝指数逐渐减小,区域性干旱指数逐步增大。对辽宁51站Z指数进行了EOF和REOF分析,可知辽宁旱涝的空间分布特征除受大尺度天气系统所带来的降水量变化影响外,同时还受地理位置、海陆分布等多种因子影响。通过REOF方法可将全区分为4个区域,即Ⅰ辽西地区,Ⅱ辽北、辽西北地区,Ⅲ辽中、辽东地区和Ⅳ辽东南地区。     

Flood Management in India

In this paper, flood problems in India, regional variabilityof the problem, present status of the ongoing management measures, their effectiveness and futureneeds in flood management are covered. Flood problems in India are presented by four zonesof flooding, viz. (a) Brahmaputra River Basin, (b) Ganga River Basin, (c) North-WestRivers Basin, and (d) Central India and Deccan Rivers Basin. Some special problems,related to floods like dam break flow, and water logging in Tal areas, are also mentioned.Progress of various flood management measures, both structural and non-structural, arediscussed. In addition, future needs to achieve efficient and successful flood managementmeasures in India are also pointed out.     

新疆洪旱灾害与大尺度气候强迫因子的联系

通过对新疆洪灾灾害历史资料和太阳黑子、ENSO事件年数据以及北大西洋涛动指数的分析,表明在太阳黑子极低值年或不活跃年,新疆易发生重大洪灾,而在太阳黑子低值年或相对不活跃年,新疆也易发生重大旱灾。近200a来,新疆重大洪旱灾害绝大部分都发生在太阳黑子的低谷时期。ENSO事件对新疆夏季降水的影响效应明显。因而该事件对新疆的洪旱灾害也产生了影响。对近50年来灾害统计资料分析显示,与拉尼娜年相比,在厄尔尼诺年新疆更易发生洪旱灾害。20世纪后半段新疆洪旱灾害指数与北大西洋涛动指数进行对比可以发现．夏季NAO指数与新疆洪水灾害之间存在大致上的反相关系。而冬季NAO指数与新疆干旱灾害之间存在比较明显的反相关系。     

Fe3O4/Mg(OH)2复合材料的制备及形貌控制

通过种子沉积法制备出Fe_3O_4/Mg(OH)_2复合材料并进行XRD、SEM测试分析。探究了氨水的浓度与加入速度、搅拌速度及等因素对磁性复合材料形貌的影响。氨水浓度与注入速度的降低,对氢氧化镁基体形貌的影响是相同的,但要使合成磁性复合材料形貌和四氧化三铁粒子在氢氧化镁中分散性均匀,应控制氨水浓度(ω=2.5%)或加入速度在一个合理的较低值。     

兰州市滑坡泥石流灾害与防治

本文在研究兰州市滑坡、泥石流类型、分布与发展趋势的基础上，论述了滑坡、泥石流防治现状和存在问题，指出了加强防治工作的紧迫性，提出了滑坡、泥石流灾害防治的指导思想、目标和对策，强调了开展系统防灾的重要性。     

基于博弈论组合赋权的洪灾风险评价及其年代际演变

运用博弈论耦合主观和客观权重,构建基于模糊综合评价法的流域洪灾风险评价模型,并以北江流域为例,评价了研究区1990、2000和2010年的洪水灾害风险,揭示了洪灾风险年代际的时空演变特征。结果表明：1）运用博弈论组合主客观权重可以避免单一权重的片面性,得到更合理的、符合实际情况的综合权重;2）北江流域3期洪灾风险总体分布相似,大多数区域表现为低风险区,高、中、低风险区占全流域面积比分别约为60%、15%和20%,高风险区主要位于清远―怀集一带,以及佛冈、翁源等地,这些地区具有地势低洼、人口分布密集、经济较发达、暴雨集中等特征;3）高风险区仍表现出逐渐扩大的趋势,在2000―2010年高风险区扩大较为显著,风险上升主要由土地利用类型、人口密度和区域经济发展等的变化所导致。     

Impact of the Trans-Himalayan Landslide Lake Outburst Flood (LLOF) in the Satluj catchment, Himachal Pradesh, India

Landslide Lake Outburst Floods (LLOFs) are common in the Himalayan river basins. These are caused by breaching of lakes created by landslides. The active and palaeo-landslide mapping along the Satluj and Spiti Rivers indicate that these rivers were blocked and breached at many places during the Quaternary period. In the present article, we document LLOFs during 2000 and 2005 caused by the breaching of landslide lakes created in the Trans-Himalayan region along the Satluj River and Paree Chu (stream), respectively, both in the Tibetan region of China and its impact on the channel and infrastructure in the Kinnaur district of Himachal Pradesh, India. It has been observed that the loss of life and property due to these LLOFs is directly related to the disposition of the Quaternary materials and the different morphological zones observed in the area.     

Relationship between atmospheric conditions at Dhaka, Bangladesh, and rainfall at Cherrapunjee, India

To improve flood forecasting, the understanding of the atmospheric conditions associated with severe rainfall is crucial. We analysed the atmospheric conditions at Dhaka, Bangladesh, using upper-air soundings. We then compared these conditions with daily rainfall variations at Cherrapunjee, India, which is a main source of floodwater to Bangladesh, and a representative sample of exceptionally heavy rainfall events. The analysis focussed on June and July 2004. June and July are the heaviest rainfall months of the year at Cherrapunjee. July 2004 had the fourth-heaviest monthly rainfall of the past 31 years, and severe floods occurred in Bangladesh. Active rainfall periods at Cherrapunjee corresponded to “breaks” in the Indian monsoon. The monsoon trough was located over the Himalayan foothills, and strong westerly winds dominated up to 7 km at Dhaka. Near-surface wind below 1 km had southerly components, and the wind profile had an Ekman spiral structure. The results suggest that rainfall at Cherrapunjee strongly depends on the near-surface wind speed and wind direction at Dhaka. Lifting of the near-surface southerly airflow by the Meghalaya Plateau is considered to be the main contributor to severe rainfall at Cherrapunjee. High convective available potential energy (CAPE) also contributes to intense rainfall.     

Using value engineering to optimize flood forecasting and flood warning systems: Golestan and Golabdare watersheds in Iran as case studies

Flood occurrence has always been one of the most important natural phenomena, which is often associated with disaster. Consequently, flood forecasting (FF) and flood warning (FW) systems, as the most efficient non-structural measures in reducing flood loss and damage, are of prime importance. These systems are low cost and the time required for their implementation is relatively short. It is emphasized that for designing the components of these systems for various rivers, climatic conditions and geographical settings different methods are required. One of the major difficulties during implementing these systems in different projects is the fact that sometimes the main functions of these systems are ignored. Based on a systematic and practical approach and considering the components of these systems, it would be possible to extract the most essential key functions of the system and save time, effort and money by this way. For instance, in a small watershed with low concentration and small lead time, the main emphasis should be on predicting and monitoring weather conditions. In this article, different components of flood forecasting and flood warning systems have been introduced. Then analysis of the FF and FW system functions has been undertaken based on the value engineering (VE) technique. Utilizing a functional view based on function analysis system technique (FAST), the total trend of FF and FW functions has been identified. The systematic trend and holistic view of this technique have been used in optimizing FF and FW systems of the Golestan province and Golabdare watersheds in Iran as the case studies.