分布式降雨径流物理模型的建立和应用

根据流域降雨径流的主要过程,考虑流域气象及下垫面要素的空间异质性,建立了具有物理基础的分布式降雨径流模型。模型将流域离散为栅格计算单元,并按水流特性分栅格单元为坡面单元和河网单元。在坡面单元上主要计算降雨、下渗、坡面流、壤中流等水文过程,而河网单元则主要计算河道汇流过程。模型利用空间权重插值方法将雨量站点的降雨量插值到各个计算单元,采用运动波方程来计算坡面流,将壤中流概化为垂向流和侧向流,分别用Green-Ampt公式和运动波方程来模拟,河道汇流也采用运动波方程。模型结构简单、参数的物理意义明确,大多数参数可利用DEM、土壤类型图、植被类型图直接获取,少数敏感参数通过率定确定。模型在浙江省甬江上游黄土岭流域和皎口流域进行了应用和检验,其结果令人满意。     

Spatiotemporal analysis of precipitation trends in the Yangtze River catchment

Precipitation trends in the Yangtze River catchment (PR China) have been analyzed for the past 50 years by applying the Mann-Kendall trend test and geospatial analyses. Monthly precipitation trends of 36 stations have been calculated. Significant positive trends at many stations can be observed for the summer months, which naturally show precipitation maxima. They were preceded and/or followed by negative trends. This observation points towards a concentration of summer precipitation within a shorter period of time. The analysis of a second data set on a gridded basis with 0.5° resolution reveals trends with distinct spatial patterns. The combination of classic trend tests and spatially interpolated precipitation data sets allows the spatiotemporal visualization of detected trends. Months with positive trends emphasize the aggravation of severe situation in a region, which is particularly prone to flood disasters during summer. Reasons for the observed trends were found in variations in the meridional wind pattern at the 850 hPa level, which account for an increased transport of warm moist air to the Yangtze River catchment during the summer months.     

近55年来中国10大水文区域干旱化分析

根据1951—2005年我国629个气象观测站逐月降水资料,采用Z指数方法,对我国10大水文区的干旱变化特征进行了研究。研究表明,近55年来,海河流域、辽河流域、松花江流域、淮河流域和黄河流域干旱范围趋于扩大,其中松花江流域、淮河流域、海河流域扩大的趋势更明显,西北诸河流域的干旱范围明显缩小,而长江流域、珠江流域、西南诸河区以及东南诸河干旱范围没有明显的变化趋势,各流域都有明显的阶段变化特征。淮河流域、海河流域和辽河流域干旱范围变化的年际间振幅较大,西南诸河流域和长江流域的年际间振幅较小。松花江流域、辽河流域、海河流域和淮河流域20世纪90年代开始干旱范围扩大迅速,进入21世纪后又都有明显的下降趋势。从线性变化趋势、阶段变化特征分析,预计到21世纪初期海河流域、辽河流域、松花江流域、淮河流域、西北诸河流域和黄河流域干旱范围趋于缩小,降水可能增多,东南诸河和珠江流域干旱范围趋于扩大,降水可能减少,长江流域和西南诸河流域变化不明显。     

基于地图代数的数字地表流线模拟研究

降雨在地表上随地形流动自然形成沟谷线、汇流区、分水岭等流域形态,研究地表流水线的数字模拟对数字流域水文分析具有重要意义.提出数字地表流线模型的概念,只考虑地形因素,利用等高线图建立一个能获得区域内每滴雨水沿地表流动的轨迹模型.并运用地图代数的距离变换对等高线及所在空间进行全方位的距离度量,研究了数字地表流线模型的建立方法.实验表明,该模型利用距离变换信息而不是高程计算流向,可避免DEM高程误差对流向、流线的影响,且不需要在DEM上进行复杂的洼地、平地的识别与处理.该模型对原始数据要求不高,能有效应用于沟谷线的自动提取、汇流区自动分割和分水线网络的自动提取.     

水文网络模型在分布式流域水文模拟中的应用

水文网络模型是地理信息系统对流域实际河网水系的一种规范化描述,它采用拓扑关系来确定流域水流的空间聚合与分散。准确地描述水文网络对成功模拟流域水流的空间分布起着至关重要的作用。水文网络数据模型的关键在于如何表达水文网络的构成要素,以及如何建立要素间的拓扑关系。本文重点阐述了水文网络模型在分布式流域水文模拟中的应用。实例研究证明,采用水文网络模型来表达流域河网水系结构有助于准确地模拟流域上水流的空间与时间分布。     

数据挖掘技术在水文预报中的应用及水文预报发展趋势研究

数据挖掘作为知识发现过程中的重要步骤,是从大型数据库中提取未知的、有价值的和可操作性的关系、模式和趋势用于决策支持的过程。我国目前在防洪领域存在着大量水文数据,如何充分有效地利用各种智能算法对这些数据进行分析与挖掘,以形成相应的水文预报模型进行准确的水文预报是防洪决策支持系统完善和发展的重要方面。本文首先全面地介绍数据挖掘的功能分类及以数据挖掘为基础的水文预报体系,然后对数据挖掘技术在水文预报中的应用进行了探讨和研究。     

广义极值分布及其在水文中的应用

广义极值分布,包括Ｉ型、Ⅱ型和Ⅲ型,是一套完整的统计分布。以往,由于研究不足,常常只能采用极值Ｉ型分布,使应用受到了限制。本文中,详细地探讨了广义极值分布的统计特性,首次研制了该分布的离均系数表,并给出了水文频率计算中的示例。分析表明,应用广义极值分布,也能得到较好的适线结果。特别是有了离均系数表,对水文频率分析和各类统计计算是十分方便的。     

利用自记水位仪记录的连续曲线求水文地质参数

水文地质参数是进行地下水资源评价和开发利用的科学依据。给水度（μ）和降水入渗补给系数（α）是重要的水文地质参数。自记水位仪记录的是地下水位的连续变化,它在时空获得的信息量远超过目前测水钟的观测方法。本文利用自记水位仪记录的连续曲线,求得给水度（μ）和降水入渗补给系数（α）。     

Process identification at a slow‐moving landslide in the Vorarlberg Alps

A fine‐grained slope that exhibits slow movement rates was investigated to understand how geohydrological processes contribute to a consecutive development of mass movements in the Vorarlberg Alps, Austria. For that purpose intensive hydrometeorological, hydrogeological and geotechnical observations as well as surveying of surface movement rates were conducted during 1998–2001. Subsurface water dynamics at the creeping slope turned out to be dominated by a three‐dimensional pressure system. The pressure reaction is triggered by fast infiltration of surface water and subsequent lateral water flow in the south‐western part of the hillslope. The related pressure signal was shown to propagate further downhill, causing fast reactions of the piezometric head at 5·5 m depth on a daily time scale. The observed pressure reactions might belong to a temporary hillslope water body that extends further downhill. The related buoyancy forces could be one of the driving forces for the mass movement. A physically based hydrological model was adopted to model simultaneously surface and subsurface water dynamics including evapotranspiration and runoff production. It was possible to reproduce surface runoff and observed pressure reactions in principle. However, as soil hydraulic functions were only estimated on pedotransfer functions, a quantitative comparison between observed and simulated subsurface dynamics is not feasible. Nevertheless, the results suggest that it is possible to reconstruct important spatial structures based on sparse observations in the field which allow reasonable simulations with a physically based hydrological model. Copyright © 2004 John Wiley & Sons, Ltd.