共查询到20条相似文献，搜索用时 31 毫秒
1.
Flood quantiles are routinely used in hydrologic engineering to design hydraulic structures, optimize erosion control structure
and map the extent of floodplains. As an increasing number of papers are pointing out cycles and trends in hydrologic time
series, the use of stationary flood distributions leads to the overestimation or underestimation of the hydrologic risk at
a given time. Several authors tried to address this problem by using probability distributions with time-varying parameters.
The parameters of these distributions were assumed to follow a linear or quadratic trend in time, which may be valid for the
short term but may lead to unrealistic long-term projections. On the other hand, deterministic rainfall-runoff models are
able to successfully reproduce trends and cycles in stream flow data but can perform poorly in reproducing daily flows and
flood peaks. Rainfall-runoff models typically have a better performance when simulation results are aggregated at a larger
time scale (e.g. at a monthly time scale vs. at a daily time scale). The strengths of these two approaches are combined in
this paper where the annual maximum of the time-averaged outputs of a hydrologic model are used to modulate the parameters
of a non-stationary GEV model of the daily maximum flow. The method was applied to the Kemptville Creek located in Ontario,
Canada, using the SWAT (Soil and Water Assessment Tool) model as rainfall-runoff model. The parameters of the non-stationary
GEV model are then estimated using Monte Carlo Markov Chain, and the optimal span of the time windows over which the SWAT
outputs were averaged was selected using Bayes factors. Results show that using the non-stationary GEV distribution with a
location parameter linked to the maximum 9-day average flow provides a much better estimation of flood quantiles than applying
a stationary frequency analysis to the simulated peak flows. 相似文献
2.
Lawal Billa Hamid Assilzadeh Shattri Mansor Ahmed R. Mahmud Abdul H. Ghazali 《Central European Journal of Geosciences》2011,3(3):309-317
Observed rainfall is used for runoff modeling in flood forecasting where possible, however in cases where the response time of the watershed is too short for flood warning activities, a deterministic quantitative precipitation forecast (QPF) can be used. This is based on a limited-area meteorological model and can provide a forecasting horizon in the order of six hours or less. This study applies the results of a previously developed QPF based on a 1D cloud model using hourly NOAA-AVHRR (Advanced Very High Resolution Radiometer) and GMS (Geostationary Meteorological Satellite) datasets. Rainfall intensity values in the range of 3–12 mm/hr were extracted from these datasets based on the relation between cloud top temperature (CTT), cloud reflectance (CTR) and cloud height (CTH) using defined thresholds. The QPF, prepared for the rainstorm event of 27 September to 8 October 2000 was tested for rainfall runoff on the Langat River Basin, Malaysia, using a suitable NAM rainfall-runoff model. The response of the basin both to the rainfall-runoff simulation using the QPF estimate and the recorded observed rainfall is compared here, based on their corresponding discharge hydrographs. The comparison of the QPF and recorded rainfall showed R2 = 0.9028 for the entire basin. The runoff hydrograph for the recorded rainfall in the Kajang sub-catchment showed R2 = 0.9263 between the observed and the simulated, while that of the QPF rainfall was R2 = 0.819. This similarity in runoff suggests there is a high level of accuracy shown in the improved QPF, and that significant improvement of flood forecasting can be achieved through ‘Nowcasting’, thus increasing the response time for flood early warnings. 相似文献
3.
根据生物滞留池降雨径流观测试验数据,应用HYDRUS-1D对生物滞留池在24h不同降雨频率和不同填料层的产流规律进行模拟分析。结果表明,率定和验证后的HYDRUS-1D可用于模拟生物滞留池的产流过程;在1年一遇(P=100%)到百年一遇(P=1%)的不同频率下,传统填料的生物滞留池通过下渗的排水量占入流总量的百分比从90.7%下降到25.8%,而添加大粒径颗粒填料从88.9%下降到64.7%,说明添加大粒径填料能够显著增加下渗量,并减少溢流和积水时间,但是从延缓产流时间和洪峰削减效果(不发生溢流)方面,传统填料要优于添加大粒径颗粒的填料。 相似文献
4.
为高效高精度地模拟流域雨洪过程,应用动力波法求解二维圣维南方程,并耦合水文过程,建立了包含流域降雨产流、汇流、下渗以及洪水演进等过程的高性能流域雨洪数值模型。该模型的优势在于使用非结构网格,可较好地处理不规则边界,准确贴合复杂地形表面,使得模型能精确计算模拟流域雨洪过程,同时引入GPU技术加速计算,使得大尺度流域雨洪计算成为可能。最后,将模型应用于V型经典算例及2个实际流域雨洪算例,所得结果与实测吻合较好,计算所用时间较短,表明该模型可以快速且精确模拟流域雨洪过程。研究结果有助于实现对实际流域雨洪灾害进行合理高效的预测,为应急抢险工作提供有力支撑。 相似文献
5.
TANG Congguo LIU Congqiang 《中国地球化学学报》2007,26(3):284-289
Surface runoff in the Wujiang River watershed was simulated by a GIS-based method using precipitation, hydrology data, and land-use data. The volume of surface runoff is chiefly controlled by climates, topographical characteristics and types of land use at the watershed. Five subwatersheds that can represent the whole watershed were chosen and their average annual precipitation, average annual surface runoff and current land use were calculated respectively in the grid model of the Wujiang River watershed based on the climate and hydrology data from 1965 to 2000 and the land-use data acquired in the year of 2000. Surface runoff is assumed to be a function of precipitation and land use and the multiple regression tool is used to determine the relationship between surface runoff, precipitation and present land use. Thus, the rainfall-runoff model for each land-use type has been established. When calibrating these models, the results show that the percent errors are all below 7%, which indicates that the accuracy of this simulation is high. 相似文献
6.
以月平均流量和月最大洪峰流量的相关关系为基础,建立了洪水频率评价模型,并用非参数方法估计各级流量的条件概率.利用月水量平衡模型求得未来不同气候变化情况下的月均流量过程,并探讨气候变化对洪峰流量及洪水频率的影响.东江和汉江部分流域的应用结果表明,降水变化对洪水频率和洪峰流量的影响要比气温变化对其的影响敏感得多,气温升高2℃,降水增加10%～20%,2年一遇的洪水频率要相应增加19.1%～47.4%;20年一遇的洪峰流量要增加10.2%～24.1%. 相似文献
7.
8.
极值分布和P-III型分布线性矩法在区域洪水频率分析中的检验 总被引：1，自引：2，他引：1
以江西省和福建省的86个水文站的年最大洪水资料为样本,在成因水文分区———模糊聚类法的基础上,采用线性矩区域综合方法进行区域洪水频率分析,并选用两种区域洪水分布线型:通用极值分布(GEV)、P-III型分布来检验这两省的洪水特性。结果表明,P-III型分布优于GEV分布。 相似文献
9.
Péter Hegedüs Szabolcs Czigány László Balatonyi Ervin Pirkhoffer 《Central European Journal of Geosciences》2013,5(1):97-111
Flash floods are one of the most significant natural hazards of today. Due to the complexity of flash flood triggering factors, to prevent or mitigate flood triggered losses, numeric model based flood forecasting models are capable tools to predict stream water levels. The main goal of the current research was to reproduce two flow peaks with the HEC-HMS rainfall-runoff model and test the model sensitivity for various input parameters. To obtain sufficient input data, we monitored soil depth, maximum infiltration rate, soil moisture content, rainfall, time of concentration and flow. To obtain input data, parameters were calculated, measured in the Sás Valley experimental watershed (SW Hungary) or optimized with the built in function of the HEC-HMS. Soil moisture was monitored in the 1.7 km2 pilot catchment over the period between September 2008 and September 2009. HEC-HMS had a good performance reproducing the two events, however simulated flow time series are highly influenced by the antecedent soil moisture, infiltration rate and canopy storage. Outflow modeled data were verified for two flood events (June 4, 2008 and July 9, 2009). The HEC-HMS was over-sensitive for input soil moisture and with increasing input rainfall and increasing outflow, larger simulation errors were observed. 相似文献
10.
Flood frequency analysis of river swat using Log Pearson type 3, Generalized Extreme Value,Normal, and Gumbel Max distribution methods 总被引：1，自引：0，他引：1
Muhammad Farooq Muhammad Shafique Muhammad Shahzad Khattak 《Arabian Journal of Geosciences》2018,11(9):216
In Pakistan, floods are among the most devastating and recurring natural hazards. Flood hazard assessment requires flood event magnitude and probability of occurrence. Flood frequency analysis is the most common technique used for the at-site estimation of flood recurrence magnitude. This paper evaluates four most commonly used distribution methods, i.e., Generalized Extreme Value (GEV), Log Pearson 3 (LP3), Gumbel Max, and Normal for the flood frequency and estimation of flood recurrence. Different hydrological stations data namely Khwazakhela, Chakdarra, Panjkora, and Munda Headwork located at Swat river was taken from Provincial Irrigation Department, Khyber Pakhtunkhwa. The analysis is done for 5-, 10-, 25-, 50-, and 100-year return periods by using annual maximum discharge data from 1980 to 2016 (37 yr). Three goodness-of-fit tests were applied to the fitted distributions, i.e., Kolmogorov–Smirnov, Anderson–Darling, and Chi-squared at 5% significance level. Results indicate that LP3 and GEV were ranked top two distributions at all locations while Gumbel Max and Normal were the least fitted having rank 3 and 4, respectively. Based on the goodness-of-fit ranking, LP3 was selected for the estimation of flood magnitude and return periods at Khwazakhela. Designed hydrographs based on probabilistic approach and flood 2010 hydrograph are presented for flood simulation. 相似文献
11.
Hervé Jourde Axel Roesch Vincent Guinot Vincent Bailly-Comte 《Environmental Geology》2007,51(5):725-730
This paper describes the role of groundwater contribution to surface flow at the Causse d’Aumelas, a karst system near Montpellier
(France), which is traversed by an intermittent river, the Coulazou. A first hydrologic model integrating a digital terrain
model shows the inability of a standard rainfall-runoff model to replicate recorded flood hydrographs. While the flood peaks
are routed through the karstic system along the Coulazou without a phase lag, the peak magnitude is somewhat modified. These
results indicate an initial karst system recharge followed by a significant contribution to surface flow. A hydrodynamic analysis
of ground-water flow confirms these results: the karst system first absorbs part of the rainfall, which induces a general
water table rise within the aquifer, and then contributes to surface flow in the Coulazou. 相似文献
12.
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
13.
Hans von Storch Eduardo Zorita Fidel González-Rouco 《International Journal of Earth Sciences》2009,98(1):67-82
The performance of statistical climate reconstruction methods in the pre-instrumental period is uncertain, as they are calibrated
in a short instrumental period but applied to much longer reconstructions time spans. Here, the virtual reality created by
a climate simulation of the past millennium with the model ECHO-G is used as a test bed of three methods to reconstruct the
annual Northern Hemisphere temperature. The methods are Composite plus Scaling, the inverse regression method of Mann et al.
(Nature 392:779–787, 1998) and a direct principal-components regression method. The testing methodology is based on the construction of pseudo-proxies
derived from the climate model output, the application of each of these methods to pseudo-proxy timeseries, and the comparison
of their result with the simulated mean temperature. Different structures of the noise have been used to construct pseudo-proxies,
ranging from the simulated grid-point precipitation. Also, one sparse and one denser pseudo-proxy network, co-located with
two real networks, have been considered. All three methods underestimate the simulated variations of the Northern Hemisphere
temperature, but the Composite plus Scaling method clearly displays a better performance and is robust against the different
noise models and network size. The most relevant factor determining the skill of the reconstruction appears to be the network
size, whereas the different noise models tend to yield similar results. 相似文献
14.
研究目的是采用水文模型系统(HMS)模拟峨嵋河流域暴雨水文过程,并为长江上游地区气候和水文响应研究提供可靠的信息。HMS是一种分布式水文模型可用于研究各种气候因子和地表覆盖变化而引起的水文过程响应,该系统(HMS)利用气象、土壤类型、土地利用和地表覆盖、数字高程(DEM)和降雨径流等资料,研究气候、陆面、地表水和地下水的相互作用机理。在本次研究中,采用SCS Curve Number(CN)和Green-Ampt(GA)方法来计算径流过程,用GIS来数字化DEM、土壤、土地利用和陆地覆盖数据。通过用不同时间间隔的降雨和不同计算方法的水力参数模拟水文过程,来检验降雨的时间尺度效应和水力参数的空间变异性对水文过程的影响。结果表明,HMS对峨嵋河流域暴雨洪水的模拟及预测具有较好的适用性。 相似文献
15.
黄河源区年内降水集中, 洪水风险大, 重建源区雨季降水和汛期径流量对于提高径流预报预测精度及防洪防灾具有重要科学意义和应用价值。本文利用黄河源区及周边筛选的16个树轮年表, 采用嵌套主成分层次贝叶斯回归模型, 估算参数后验分布替代固定值以考虑不确定性, 重建了黄河源区过去1 160 a的雨季降水; 提出了基于年径流的分类占比回归模型, 以考虑汛期径流量与年径流量的一致性, 将黄河源区汛期径流量展延至公元159年。结果表明: ①嵌套主成分层次贝叶斯回归模型的误差缩减值(ER)和有效系数(EC)评价指标值均显著高于0, 分类占比回归模型的ER和EC值最高分别达0.90和0.88, 重建结果可靠性较高; ②即使在千年尺度下, 1979—1985年亦是较为不寻常的汛期高径流量时期。 相似文献
16.
PRECIS模式对宁夏气候变化情景的模拟分析* 总被引：2，自引：0，他引：2
使用英国Hadley气候中心区域气候模式PRECIS,分析了B2温室气体排放情景下,相对于气候基准时段1961~1990年宁夏2071~2100年(2080s)地面气温、降水量等的变化。结果表明:PRECIS模式能够很好地模拟宁夏气温的分布特征,对夏季最高气温的模拟效果好于冬季最低气温;较好地模拟出了宁夏降水南多北少的空间差异特征,且对夏季降水的模拟能力明显强于年均降水和冬季降水。相对于气候基准时段, 在B2情景下,2080s宁夏年平均、冬季和夏季平均气温均明显上升,宁夏北部和南部的部分地区气温上升幅度最大,夏季平均气温和最高气温上升幅度大于冬季平均气温和最低气温;未来宁夏年、冬季和夏季平均降水较基准时段均有所增加,但降水随年代际却呈减少趋势,由于气温和降水的气候变率加大,2080s宁夏出现高温、干旱、洪涝等异常天气事件的可能性增大。 相似文献
17.
Limitations of real-time models for forecasting river flooding from monsoon rainfall 总被引：1，自引：0，他引：1
Very intense rainfall during the southwest and northeast monsoons causes severe river flooding in India. Some traditional
techniques used for real-time forecasting of flooding involve the relationship between effective rainfall and direct surface
runoff, which simplifies the complex interactions between rainfall and runoff processes. There are, however, serious problems
in deducing these variables in real time, so it is highly desirable to have a real-time flood forecasting model that would
directly relate the observed discharge hydrograph to the observed rainfall. The storage routing model described by Baba and
Hoshi (1997), Tanaka et al. (1997), and Baba et al. (2000), and a simplified version of this model, have been used to compute observed river discharge directly from observed hourly
rainfall. This method has been used to study rainfall–runoff data of the Ajay River Basin in eastern India. Five intense rainfall
events of this basin were studied. Our results showed that the Nash–Sutcliffe efficiency of discharge prediction for these
five events was 98.6%, 94.3%, 86.9%, 85.6%, and 67%. The hindcast for the first two events is regarded as completely satisfactory
whereas for the next two events it is deemed reasonable and for the fifth it is unsatisfactory. It seems the models will yield
accurate hindcast if the rainfall is uniform over the drainage basin. When the rainfall is not uniform the performance of
the model is unsatisfactory. In future this problem can, in principle, be corrected by using a weighted amount if rainfall
is based upon multiple rain-gauge observations over the drainage basin. This would provide some measure of the dispersion
in the rainfall. The model also seems unable to simulate flooding events with multiple peaks. 相似文献
18.
传统的水库汛限水位的控制,只利用了洪水的统计信息,使水库在汛期要时刻预防设计与校核洪水事件的发生,致使一些水库在汛期不敢蓄水而汛后又无水可蓄,造成洪水资源的浪费。提出水库汛限水位动态控制的新理念及其综合推理模式,适应当前预报技术的发展水平,考虑降雨径流洪水预报与一定时间内的短期降雨预报,排除不可能发生的洪水事件,预报可能发生的洪水,实施水库汛限水位的动态控制。但预报不可避免地存在误差,当小概率预报误差事件发生时,仍可采取弥补措施以确保大坝的防洪安全。 相似文献
19.
20.
西苕溪流域城镇化对径流的长期影响研究 总被引：1，自引：0，他引：1
城镇化的发展使流域下垫面产生了较大变化,从而使流域降雨径流条件发生变化,随着城市化水平的提高,土地利用性质发生了改变,不透水地面积的增加,对径流的形成过程产生很大影响。长期水文影响模型(Long-Term Hydrological Impact Analysis,L-THIA GIS)是一个基于GIS平台的城市水文模型,可用于评价城市化对径流的长期影响。本文选取太湖上游浙江省安吉县西苕溪流域作为研究区域,利用L-THIA GIS模型对流域31年的长期径流进行模拟,在验证模型有效应用的基础上,探讨了城镇化对径流的影响。 相似文献