强火山爆发与我国华北地区夏季旱涝的关系

本文根据我国１４７０～１９９０年旱涝型和旱涝等级指数资料，研究了１５世纪以来世界８个区域强火山爆发与我国华北旱涝的统计关系，发现火山爆发后１～２ａ内华北地区夏季以偏旱为主。     

由洪水泛滥的教训谈国家统一灾害管理

本文系统分析和总结了美国在洪泛平原管理中的经验教训，研究了减灾措施、行为反应及国家长期减灾目标等方面的内容，从综合的角度提出了统一的国家减灾计划。     

全球不同区域火山爆发与中国夏季旱涝的关系

根据近500年来火山活动和中国旱涝资料,研究了中国旱涝型和各主要地区旱涝指数与不同火山区和不同季节火山爆发的统计关系,探讨了1991年江淮洪涝与该年6月火山爆发的可能联系。发现不同区域火山爆发对中国不同地区的旱涝影响不同,有的甚至截然相反。由统计检验表明,分区研究比不分区研究其信度明显提高。     

中国历史洪水和洪水灾害的自然历史特征

在较长的时段内,考察分析洪水和洪水灾害的自然历史特征,并凭借现代技术手段来揭示其发生、演变的规律,这是一项有开创意义和应用价值的工作。本文提出了历史洪水和洪水灾害自然历史特征的概念,并就其实际应用的领域和途径进行了探讨。     

地震活动与黄河下游大堤潜在危险性的探讨

黄河下游为一条地上悬河,存在着严重的地震危险性,未来强震会引起大堤失稳开裂,造成特大水灾。本文研究了黄河下游菏泽和滨州地区断裂及地震活动特征,对比历史上地震发生对黄河大堤的影响,认为黄河东明——粱山段和滨州段将是黄河下游具潜在危险的地段,并提出了防御措施,这对减轻或避免黄河下游地区因地震活动而引起的水灾具有重要意义。     

Measuring the Effects of a Flood Control Project: Hedonic Land Price Approach

This article aims to measure the effects of a flood control project planned for the Chitose River Basin in Hokkaido Prefecture, Japan, using hedonic land price functions. In these functions, "annual expected depth of flood water" is introduced as an explanatory variable to represent the effect of the flood control project. Comparing the approach with the method of "the economic analysis of flood control projects", which has been a conventional evaluation method widely used in Japan, the efficiency and limitations of our approach are discussed.     

湖南汛期降水分区和变化规律的探讨

利用湖南５２站汛期降水资料,根据聚类分析方法,进行降水分区,结果共分为Ⅰ区,Ⅲ区（湘北）Ⅲ区（湘东）,Ⅳ区（湘中）和Ⅴ区（湘南）等５个区域,能反映地理位置和地形对降水的影响。然后,通过统计分析,讨论了各区域汛期降水的年际变化趋势,结果表明,Ⅱ区（湘北）汛期降水的年际变化最大;同时,根据各区域汛期降水的距平资料,探讨了它们的变化规律,结果显示,基本上都呈现出上升－下降－上升的特征,只有Ⅴ区（湘南）稍     

SOME EFFECTS OF MAN-MADE CONTROLS IN THE UPPER REACHES OF A SMALL DRAINAGE BASIN

Governmental agencies have been instrumental in the construction of numerous dams and other control structures in the small watersheds of the State of Mississippi. Although some of the consequences are predictable, there are some effects which are not yet well defined. This paper concerns the physical effects of such works on a particular stream and its channel. As was anticipated, peak discharges appear to have been somewhat reduced. Changes in channel cross-section depend, to some extent, upon location along the stream. However, there appears to have been a narrowing of the channel in that portion of the stream for which cross-sections were available.     

HICKORY CREEK DRY RESERVOIR: A COMPRAOMISE DESIGN FOR BOTH FLOOD CONTROL AND NATURAL AREA PROTECTION1

Abstract: The proposed Hickory and Spring Creeks Flood Control and Recreation Project of the Illinois State Division of Water Resources and the Will County Forest Preserve District is desinged to provide flood control for Joliet, Illinos, and areas of the watershed to the east of the city and to provide open-space recreational land upstream from the Hickory Breek Dry Reservoir embankement. A viable forest ecosytem in the reservoir flood pool following construction is of major importance to the project. Factors of the environment influencing tree distribution and flood tolerance and a process for determining the best operational design to provide both flood control and the maintenance of a natural streamside forest ecosystem are described.     

ADAPTATION OF FLOOD PEAKS AND DESIGN HYDROGRAPHS FROM GAGED TO NEARBY UNGAGED WATERSHEDS1

ABSTRACT: Equations were developed to transform peak flows and to adapt design hydrographs and unit hydrographs from gaged watersheds to ungaged watersheds with similar hydrologic characteristics. Dimensional analysis was used to develop adjustment equations for peak flow and time base, and these equations were reinforced with results from regional flood frequency research. The authors believe that the use of these transformation equations should yield more reliable flood peak values and hydrogrphs than the common use of empirical flood estimating curves or equations.