共查询到20条相似文献，搜索用时 15 毫秒
1.
现行分期设计洪水模式估算的分期设计洪水值均小于或等于年最大设计值,达不到规定的防洪标准。采用Gumbel-Hougaard Copula函数描述两个分期的分期最大洪水之间的相关性结构,并构造边缘分布为P-Ⅲ分布的分期最大洪水联合分布,建立分期最大洪水与年最大洪水的关系式,讨论分期设计洪水频率与防洪标准应满足的关系,探讨能够满足防洪标准的新的分期设计洪水模式。应用示例表明,新模式主汛期设计值相对年最大设计值小幅度增加,而非主汛期设计值则小于年最大设计值,既满足不降低防洪标准的要求又能够起到优化设计洪水的作用,为分期设计洪水研究提供了一条新的思路。 相似文献
2.
B. Martel T. B. M. J. Ouarda M. Barbet P. Bruneau M. Latraverse M. Kamali Nezhad 《Natural Hazards》2011,59(2):681-698
A large number of models have been proposed over the last years for regional flood frequency analysis in northern regions.
However, these models dealt generally with snowmelt-caused spring floods. This paper deals with the adaptation, application,
and comparison of two regional frequency analysis methods, canonical correlation analysis (CCA) and universal canonical kriging
(UCK), on autumnal floods of 29 stations from the C?te-Nord region (QC, Canada). Three possible periods during which autumnal
floods can take place are tested. The absolute and specific flood peak and volume quantiles are also studied. A jack-knife
resampling procedure is applied to compare the performance of each model according to the selected period and the type of
quantile. The period of September 1st to December 15th is found to be optimal to represent autumnal floods and specific quantiles
were shown to lead to better results than absolute quantiles. Variables that explain best the autumnal floods are the basin
area, the fraction of the area covered with lakes, and the average of mean July, August, and September maximal temperatures.
The CCA model performs slightly better than UCK. 相似文献
3.
The currently adopted rainfall-based design flood estimation method in Australia, known as design event approach (DEA), has a flaw that is widely criticized by the hydrologists. The DEA is based on the assumption that a rainfall depth of a certain frequency can be transformed to a flood peak of the same frequency by adopting the ‘representative values’ of other model input variables, such as temporal patterns and losses. To overcome the limitation associated with the DEA, this paper develops stochastic model inputs to apply Monte Carlo simulation technique (MCST) for design flood estimation. This uses data from 86 pluviograph stations and six catchments from eastern New South Wales (NSW), Australia, to regionalize the distributions of various input variables (e.g., rainfall duration, inter-event duration, intensity and temporal patterns and loss and routing characteristics) to simulate thousands of flood hydrographs using a nonlinear runoff routing model. The regionalized stochastic inputs are then applied with the MCST to two catchments in eastern NSW. The results indicate that the developed MCST provide more accurate flood quantile estimates than the DEA for the two test catchments. The particular advantage of the new MCST and stochastic design input variables is that it reduces the subjectivity in the selection of model input values in flood modeling. The developed MCST can be adapted to other parts of Australia and other countries. 相似文献
4.
Application of bivariate extreme value distribution to flood frequency analysis: a case study of Northwestern Mexico 总被引：1，自引：0，他引：1
Carlos Escalante-Sandoval 《Natural Hazards》2007,42(1):37-46
In Mexico, poverty has forced people to live almost on the water of rivers. This situation along with the occurrence of floods
is a serious problem for the local governments. In order to protect their lives and goods, it is very important to account
with a mathematical tool that may reduce the uncertainties in computing the design events for different return periods.
In this paper, the Logistic model for bivariate extreme value distribution with Weibull-2 and Mixed Weibull marginals is proposed
for the case of flood frequency analysis. A procedure to estimate their parameters based on the maximum likelihood method
is developed. A region in Northwestern Mexico with 16 gauging stations has been selected to apply the model and regional at-site
quantiles were estimated. A significant improvement occurs, measured through the use of a goodness-of-fit test, when parameters
are estimated using the bivariate distribution instead of its univariate counterpart. Results suggest that it is very important
to consider the Mixed Weibull distribution and its bivariate option when analyzing floods generated by a␣mixture of two populations. 相似文献
5.
介绍了基于水文气象途径的地区线性矩法的概念,通过基于次序统计量的线性矩进行参数估计与基于水文气象一致区的地区分析法相结合,以太湖流域1d时段的年极值降雨资料为例,进行暴雨频率分析。应用水文气象一致区的判别准则,将太湖流域划分为8个水文气象一致区;综合考虑三种拟合优度检测方法,选择1~8区的最优分布线型分别为:GEV、GLO、GEV、GEV、GNO、GNO、GEV、GNO;根据地区分析法原理,估算各雨量站的暴雨频率设计值。分析表明:太湖流域各重现期下的年极值降雨空间分布形态基本一致,西南山区是太湖流域的暴雨高风险区,应该在地区防洪规划中引起重视。结果表明:地区线性矩法具有很高的学术和实用价值,建议在全国范围内推广,作为防洪规划的顶层设计和基础工作,以满足工程防洪设计、地区防洪规划、山洪预警和城市防涝防洪规划等方面的需求。 相似文献
6.
The peculiar rainfall pattern in Indiarenders the country highly vulnerable to floods. Forty million hectares of land, roughlyone-eighth of the country's geographical area, is prone to floods. Each year, floods cause extensive damage to life and property, losses being exacerbated by rapid population growth, unplanned development and unchecked environmental degradation. The country has been tackling the problem through structural and non-structural measures. While non-structural measures like flood forecasting aim at improving the preparedness to floods by seeking to keep people away from floodwaters, structural measures involve the construction of physical structures like embankments, dams, drainage channels, and reservoirs that prevent floodwaters from reaching potential damage centres. Almost 48% of the vulnerable area has been provided with reasonable protection, though floods continue to cause widespread losses year after year. This paper examines the incidence of floods and the trends in consequent losses in the eastern region of the country – one of the most vulnerable – with the objective of studying the efficacy of flood protection measures in the region. Based on a simple regression exercise for three highly vulnerable states in the region, the paper argues that flood protection measures have been inadequate in controlling losses and reducing vulnerability. Regressions for the three states over the period 1971 to 1996 indicate that the level of protection is an insignificant explanatory variable in explaining the number of people (adjusted for increases in density) affected by floods; while area affected, as an indicator of the intensity of floods remains the main loss-determining factor. 相似文献
7.
Atefeh Abdolhay Bahram Saghafian Mohd Amin Mohd Soom Abdul Halim B. Ghazali 《Natural Hazards》2012,61(3):1427-1442
Estimation of flood in basins with poor condition of hydrometric stations as in quantity and quality is a dominant problem
around the world, mainly in developing country where lack of funds and human resources cause more limitation in number of
gauging stations. One of the areas that experience frequent floods and also suffer from small number of stations in Iran is
Gorganrood basin. So there is a great need for the estimation and prediction of runoff in this area to prevent any future
floods. Due to insufficient station in this area, direct prediction of flood is not applicable. Regional flood frequency analysis
is a practical and widely used solution for these situations, which involves the identification of homogenous regions. Gorganrood
region was hydrologically homogenized according to the extracted parameters that influence the floods. One of these parameters
was Normalized Difference Vegetation Index (NDVI) driven from MODIS images. Curvature is another parameter that relates to
topographic attributes. From factor analysis, the most appropriate variables were selected. According to these parameters
(NDVI, curvature, area, slope…), the regions were classified into homogenous regions. For the purpose of homogenization, hierarchical
(wards) clustering, fuzzy clustering and Kohonen method were applied. L-moment technique was used for the investigation of
the results. The heterogeneity measure for one of the groups (Group 1) was more than two; therefore some modifications were
applied. The region was grouped into two homogenous subregions. All of the clustering methods showed same results. The models
showed that class 4 of NDVI is influential on flood in some return periods. The resulted models can be applied in future studies
in different aspects of practical hydrology. 相似文献
8.
Salaheddine El Adlouni 《Natural Hazards》2018,94(1):299-317
A spatial quantile regression model is proposed to estimate the quantile curve for a given probability of non-exceedance, as function of locations and covariates. Canonical vines copulas are considered to represent the spatial dependence structure. The marginal at each location is an asymmetric Laplace distribution where the parameters are functions of the covariates. The full conditional quantile distribution is given using the Joe–Clayton copula. Simulations show the flexibility of the proposed model to estimate the quantiles with special dependence structures. A case study illustrates its applicability to estimate quantiles for spatial temperature anomalies. 相似文献
9.
Pradeep Adhikari Yang Hong Kimberly R. Douglas Dalia Bach Kirschbaum Jonathan Gourley Robert Adler G. Robert Brakenridge 《Natural Hazards》2010,55(2):405-422
Floods have profound impacts on populations worldwide in terms of both loss of life and property. A global inventory of floods
is an important tool for quantifying the spatial and temporal distribution of floods and for evaluating global flood prediction
models. Several global hazard inventories currently exist; however, their utility for spatiotemporal analysis of global floods
is limited. The existing flood catalogs either fail to record the geospatial area over which the flood impacted or restrict
the types of flood events included in the database according to a set of criteria, limiting the scope of the inventory. To
improve upon existing databases, and make it more comprehensive, we have compiled a digitized Global Flood Inventory (GFI)
for the period 1998–2008 which also geo-references each flood event by latitude and longitude. This technical report presents
the methodology used to compile the GFI and preliminary findings on the spatial and temporal distributions of the flooding
events that are contained in the inventory. 相似文献
10.
This is a web presentation of the work presented at the 10th Annual Conference of the CFD Society of Canada, “CFD 2002”, at the University of Windsor on June 9-11, 2002. This discussion paper presents the four-dimensional variational data assimilation (4D-VAR) technique as a tool to forecast floods. This discussion will be limited to hydrological forecast. We assume that the weather, here a large rainstorm, had already been forecasted by the meteorological services. In the 4D-VAR technique, we need to minimize, in the sense of Lagrange, a cost function which measures the difference between the forecast and the observations. The physical equations acts as a set of constraints. Here, the model is the shallow-water equations modified to include sediment transport. The minimum was found by using the steepest descent algorithm. This is made possible because the gradient of the cost function can be calculated analytically by using the adjoint equations of the model. To illustrate the 4D-VAR technique, the bypass of a simple theoretical dam as well as the more complex overflowing of the Chicoutimi River at the Chute-Garneau dam (during the 1996 flood) are investigated. 相似文献
11.
当前洪水风险分析按照典型设计标准洪水进行计算的模式难以满足实际防洪管理需要,为了提高洪水风险分析的实时性以及适应洪水演进的动态性,设计了动态实时洪水风险分析框架。在本框架中,先采用一维和二维动态耦合水动力学数值方法耦合溃堤模型,然后在樵桑联围防洪保护区建立洪水演进模拟模型,通过灵活处理模型计算边界条件以及动态设置溃堤功能,计算不同设计标准洪水发生时,堤防出现单一溃口或者组合溃口后保护区内洪水演进过程。按照上述框架开发了樵桑联围动态实时洪水风险图编制与管理应用系统,并利用历史洪水资料开展模型验证,验证结果表明,2008-06洪水马口站、三水站、大熬站、甘竹（一）站的实测最高水位和模型计算最高水位的绝对误差分别为-0.10、0.10、0.09、0.04 m,均满足洪水模拟精度要求。利用模型计算了西江发生200年一遇的洪水情况下,江根堤防出现溃口后的洪水流量及溃口内外洪水水位变化过程,模拟溃口宽度168 m,最大溃口洪水流量达到5 190 m3,分析了堤防溃决后3、6和24 h洪水漫延导致村落淹没情况,结果表明其满足合理性分析。 相似文献
12.
分析洪峰、洪量和历时三变量联合分布与风险概率及其设计分位数,为水利工程规划设计和风险评估提供参考依据。以珠江流域西江高要站52年洪水数据为例,采用非对称阿基米德M6 Copula函数与Kendall分布函数计算三变量洪水联合分布的“或”重现期、“且”重现期和二次重现期及其最可能的设计分位数。结果表明:“或”重现期的风险率偏高,“且”重现期的风险率偏低,二次重现期更准确地反映了特定设计频率情况下三变量洪水要素遭遇的风险率;按三变量“或”重现期或三变量同频率设计值推算的洪水设计值偏高,以最大可能概率推算的三变量洪水要素的二次重现期设计值可为防洪工程安全与风险管理提供新的选择。 相似文献
13.
史前异常洪水事件的初步调查表明,4kaB.P.前后是我国北方异常洪水多发的时期,黄河流域、淮河流域和海河流域在这一时期普遍出现不同形式的史前异常洪水事件.异常洪水事件的出现与当时的降温事件有密切的关系,气候变冷引发的相对湿度加大和降雨量增多可能是造成这次异常洪水事件的主要原因.出现于华夏文明诞生前夕的史前异常洪水事件对华夏文明的演进势必会产生重大影响,在黄河上游的山间盆地和下游的黄淮海平原,异常洪水给人类生存环境带来严重的破坏,导致这些地区早期文明的衰落;而位于我国地貌大势二级阶梯与一级阶梯之间的中原地区,尽管洪水也给人类生存环境造成严重的威胁,但它并没有导致早期文明的衰落,恰恰相反,先民们利用有利的地貌条件,通过与洪水的争斗,促进了文化的发展和华夏文明的诞生. 相似文献
14.
The computation of flood magnitude and its likely occurrence to design different hydraulic structures are major challenges to the research community. The present study has been carried out to identify the homogeneous regions in the Mahanadi basin in Chhattisgarh part (data from 26 gauge/discharge sites) of India using conventional and clustering-based homogeneity tests and then computation and identification of probability-weighted moment and L-moment-based best regional distributions for different regions. Different simple to complex distributions like Extreme Value-I, Generalized Extreme Value, Logistic, Generalized Logistic, Generalized Pareto, Normal and Log-normal, Wakeby-4, and Wakeby-5 was used in the analysis through standardizing procedure to compute regional distributions. The best-fit distribution selected by simulating several series and compute L-kurtosis along with the L-moment ratio diagram. The homogeneity analysis confirmed that this basin can broadly be divided into two different homogeneous regions with 15 and 11 stations in the first (Region-1) and second (Region-2) regions, respectively. The GEV distribution was found best suited for Region-1 while the Generalized Pareto worked well for Region-2. To make results more convenient for field application, catchment area-based equations were converted in the form of Dicken’s or Ryve’s formulae for these regions to estimate flood quantiles of any return period.
相似文献15.
运用Cox回归模型、月频率法以及离散指数法,研究了新疆塔里木河（塔河）流域8个水文站点POT抽样和5个区域洪水序列时间集聚性特征以及受低频气候变化的影响。结果表明:受气候变化的影响,塔河流域洪水序列呈现显著集聚性特征,洪水发生频率高的时期往往也是大量级洪峰集中发生的时期,这是塔河流域洪灾损失居高不下的主要原因;Cox回归模型拟合的气候指标系数值为正值的站点和区域,气候指标正相位导致相同超过概率的洪水发生时间提前,而相同发生时间的洪水发生超过概率降低,气候指标值为负值时则相反;塔河流域大部分水文站点和区域洪水发生的超过概率均对气候指标变化有较好响应,这一现象有利于塔河流域洪水风险控制与洪灾管理;塔河流域站点洪水序列多无年际集聚性现象,而区域洪水序列的年际集聚性特征显著。 相似文献
16.
Global Perspectives on Loss of Human Life Caused by Floods 总被引：14，自引：4，他引：10
Every year floods cause enormous damage all over the world. This study investigates loss of human life statistics for different types of floods and different regions on a global scale. The OFDA/CRED Database contains data on international disasters and is maintained by the Centre for Research on the Epidemiology of Disasters in Brussels (CRED) in cooperation with United States Office for Foreign Disaster Assistance (OFDA). Information from this source on a large number of flood events, which occurred between January 1975 and June 2002, is evaluated with respect to flood location and flood type. Due to the limited availability of information on coastal flood events, the scope of this study is limited to three types of freshwater flooding: river floods, flash floods and drainage problems. First, the development of loss of life statistics over time is discussed. Second, the dataset is analysed by region, by flood type and by the combination of type and region. The study shows that flash floods result in the highest average mortality per event (the number of fatalities divided by the number of affected persons). A cross analysis by flood type and location shows that average mortality is relatively constant for the different types over various continents, while the magnitude of the impacts (numbers of killed) and affected for a certain type varies between the different continents. On a worldwide scale Asian river floods are most significant in terms of number of persons killed and affected. Finally, a comparison with figures for other types of natural disasters shows that floods are the most significant disaster type in terms of the number of persons affected. 相似文献
17.
根据野外考察、粒度分析及历史文献资料,研究了西安北郊草店村剖面在距今900~660 a形成的渭河漫滩沉积和洪水变化。结果表明,在距今900~660 a形成的草店村剖面洪水沉积分层明显,能够指示洪水事件和洪水深度。草店村剖面洪水沉积厚度为5.25 m,可划分为26个沉积层,指示了26次规模不同的洪水事件。洪水沉积厚度和粒度成分显示,草店村剖面的26个洪水事件发生时河漫滩上的洪水深度均大于2.2m;剖面下部第17~第26层沉积时漫滩上的洪水深度为4.0~7.0 m,河床水深为6.2~8.5 m;中部第8~第16层沉积时漫滩上的洪水深度为3.0~5.0 m,河床水深为6.6~9.0 m左右;上部第1~第7层沉积时漫滩上的洪水深度为2.2~3.0 m,河床水深为7.2~8.6 m。草店村剖面中部和下部的洪水沉积以中砂和细砂为主,剖面上部以粉砂和极细砂为主,指示的洪水规模比距今120 a来西安渭河洪水显著大。草店村剖面中的第12、16~26层代表的是特大洪水事件。西安北郊渭河在距今900~660 a发生的大洪水主要是由当年降水量的明显增加引起的。 相似文献
18.
Late Wisconsin floods from glacial Lake Missoula occurred between approximately 16 and 12 ka BP. Many floods occurred; some were demonstrably cataclysmic. Early studies of Missoula flooding centered on the anomalous physiography of the Channeled Scabland, which J. Harlen Bretz hypothesized in 1923 to have developed during a debacle that he named ‘The Spokane Flood’. Among the ironies in the controversy over this hypothesis was a mistaken view of uniformitarianism held by Bretz's adversaries. After resolution of the scabland's origin by cataclysmic outburst flooding from glacial Lake Missoula, research since 1960 emphasized details of flood magnitudes, frequency, routing and number.Studies of flood hydraulics and other physical parameters need to utilize modern computerized procedures for flow modeling, lake-burst simulation, and sediment-transport analysis. Preliminary simulation models indicate the probability of multiple Late Wisconsin jökulhlaups from Lake Missoula, although these models predict a wide range of flood magnitudes.Major advances have been made in the study of low-energy, rhythmically bedded sediments that accumulated in flood slack-water areas. The ‘forty floods’ hypothesis postulates that each rhythmite represents the deposition in such slack-water areas of separate, distinct cataclysmic floods that can be traced from Lake Missoula to the vicinity of Portland, Oregon. However, the hypothesis has numerous unsubstantiated implications concerning flood magnitudes, sources, routing and sedimentation dynamics.There were multiple great Late Wisconsin floods in the Columbia River system of the northwestern United States. Studies of high-energy, high altitude flood deposits are necessary to evaluate the magnitudes of these floods. Improved geochronologic studies throughout the immense region impacted by the flooding will be required to properly evaluate flood frequency. The cataclysmic flood concept championed by J. Harlen Bretz continues to stimulate exciting and controversial research. 相似文献
19.
Floods are a major natural hazard, with vast implications over a wide range of socio-economic activities. A harmonized post-flood classification is critical for a better understanding of this hazard, by providing homogeneous flood catalogues for future research on triggering mechanisms. We apply a flood severity index (FSI) to damaging floods in Northern Portugal over a 152-year period (1865–2016) and identify the most critical areas to flood occurrences. The index is a damage-based post-event assessment tool, which includes five categories ranging from minor flooding (1) to catastrophic flooding (5). FSI is applied to a historical damaging flood database with 2318 occurrences. In Northern Portugal, serious floods (3) are the most frequent typology, while catastrophic floods are typically river floods occurring in the Douro basin. Overall, damaging flood occurrences are favoured by the positive phase of the East Atlantic pattern and by the negative phase of the North Atlantic Oscillation. Furthermore, the north-western areas reveal higher concentrations of damaging flood occurrences, mainly due to higher population density, higher precipitation values and more flood plain areas. In particular, 48% of all occurrences are concentrated in the Porto Metropolitan Area, mainly the Porto city centre and nearby riverside areas of the Douro River. High-population density and heavily urbanized areas lead to greater exposure to flood risk, whereas the most peripheral municipalities, with large agricultural/forested areas, show much lower numbers of damaging floods. FSI is tool to communicate the magnitude of the flood risk and is, therefore, of foremost relevance to civil protection and risk management. 相似文献
20.
太湖流域洪水的周期信息图及其可公度性法预测 总被引：2，自引：0，他引：2
据1991年江淮地区异常洪水预测的启示,从太湖流域的历史旱涝记载文献,环湖洪水调查成果和实测水位雨量记录等资料,进行太湖流域洪水周期规律的探讨.通过多种周期提取方法,建立起洪水周期信息图,发现太湖洪水存在着8～11年、20～24年、37～42年和58～62年的周期现象,然后采用可公度性法预测,以供防洪减灾参考. 相似文献