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41.
ROGER MOUSSA 《水文研究》1996,10(9):1209-1227
The diffusive wave equation is generally used in flood routing in rivers. The two parameters of the equation, celerity and diffusivity, are usually taken as functions of the discharge. If these two parameters can be assumed to be constant without lateral inflow, the diffusive wave equation may have an analytical solution: the Hayami model. A general analytical method, based on ‘Hayami’s hypothesis, is developed here which resolves the diffusive wave flood routing equation with lateral inflow or outflow uniformly distributed over a channel reach. Flood routing parameters are then identified using observed inflow and outflow and the Hayami model used to simulate outflow. Two examples are discussed. Firstly, the prediction of the hydrograph at a downstream section on the basis of a knowledge of the hydrograph at an upstream section and the lateral inflow. The second example concerns lateral inflow identification between an upstream and a downstream section on the basis of a knowledge of hydrographs at the upstream and downstream sections. The new general Hayami model was applied to flood routing simulation and for lateral inflow identification of the River Allier in France. The major advantages of the method relate to computer simulation, real-time forecasting and control applications in examples where numerical instabilities, in the solution of the partial differential equations must be avoided. 相似文献
42.
Remotely sensed land cover was used to generate spatially‐distributed friction coefficients for use in a two‐dimensional model of flood inundation. Such models are at the forefront of research into the prediction of river flooding. Standard practice, however, is to use single (static) friction coefficients on both the channel and floodplain, which are varied in a calibration procedure to provide a “best fit” to a known inundation extent. Spatially‐distributed friction provides a physically grounded estimate of friction that does not require fitting to a known inundation extent, but which can be fitted if desired. Remote sensing offers the opportunity to map these friction coefficients relatively straightforwardly and for low cost. Inundation was predicted using the LISFLOOD‐FP model for a reach on the River Nene, UK. Friction coefficients were produced from land cover predicted from Landsat TM imagery using both ML and fuzzy c‐means classifiction. The elevetion data used were from combined contour and differential global positioning system (GPS) elevation data. Predicted inundation using spatially‐distributed and static friction were compared. Spatially‐distributed friction had the greatest effect on the timing of flood inundation, but a small effect on predicted inundation extent. The results indicate that spatially‐distributed friction should be considered where the timing of initial flooding (e.g. for early warning) is important. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
43.
地震前岩石圈存在可观测的磁场前兆异常, 岩石破坏过程的磁场效应规律却鲜有研究.本文设计建立了岩石破坏磁场效应监测实验系统, 测试分析了岩石破坏过程磁场与载荷、声发射、电磁辐射之间的关系, 探讨了岩石破坏磁场产生机制与岩石破坏磁场效应对地震预报的意义.结果表明: 岩石在受载破坏过程能够产生磁场, 磁感应强度与载荷变化存在良好的对应关系.在受载前期, 磁感应强度波动增加, 受载中后期, 磁场强度显著增加; 主破坏发生时, 磁场强度快速增加并达到最大值.磁感应强度与累积声发射计数平均相关系数达到0.825, 呈高度相关, 表明磁场变化能够反映岩石的变形破坏阶段和状态.岩石破坏磁场的产生主要与电性变化有关, 运动电荷或电流的变化产生了磁场.岩石破坏磁场与电磁辐射同属于电磁信号, 磁场是一种极低频、连续、脉冲式的信号, 信号频率一般为0~20 Hz; 电磁辐射是一种瞬态、阵发性的电磁波, 信号频率一般为kHz~MHz.相对于电磁辐射, 磁场前兆异常先出现, 岩石破坏的磁场监测结果对于评估地震的临震预报具有显著的意义.
相似文献44.
森林砍伐和恢复改变了流域洪水形成条件,将影响河流洪水的总量与洪峰形态,但是选择合适的技术来进行准确的分析评价仍然是个难题.采用流域分布式水文数学模型(SWAT)对四川梭磨河径流过程进行模拟,得到不同森林覆被率的洪水过程和洪峰的频率分布.针对各种森林情境下的洪水过程模拟,发现对于中小尺度流域,良好的森林覆被可以减小洪水大小30％～ 40％,而且其中森林覆被率在35％ ～ 40％之内具有最显著的滞蓄洪效益,它与完全的森林覆被对在洪水的影响差异仅在5％以内,这对于我国西南生态保护与恢复工程的实施决策具有重要参考价值. 相似文献
45.
探讨了下一代卫星网络中关键技术的研究进展,主要包括路由策略、传输协议、移动性管理与QoS模型等几个方面,并对下一代卫星网络的研究热点和前景进行了总结和展望。 相似文献
46.
The Palaeogene Faroe Islands Basalt Group (FIBG) comprises three eruptive sequences or formations, all emplaced into a subaerial environment during the development of the extensive continental flood basalt province that stretches from East Greenland through the Faroe Islands and into the Faroe-Shetland Basin. The Beinisvørð Formation, having a tabular-classic facies architecture, is composed of a sequence of simple flows each comprising a single sheet lobe. The Beinisvørð Formation is overlain by the distinctly contrasting Malinstindur Formation that has a compound-braided facies architecture. The Enni Formation occurs at the top of the sequence and consists of a mixture of simple and compound flows with tabular-classic and compound-braided facies architectures, respectively. Surface and internal characteristics of the sheet lobes of the Beinisvørð and Enni formations indicate emplacement through inflation, which is more obvious for the tube-fed compound flows of the Malinstindur and Enni formations. The difference between the simple and compound flow sequences of the FIBG is, most likely, linked to the manner in which the lava was supplied during the eruption and the eruptive style of the volcanic system. The sheet lobes were erupted over laterally extensive areas from fissure systems which had a continuous supply of lava, which contrasts with the tube-fed compound flows which were erupted in a gradual, piecemeal manner from point-sourced, low shield volcanoes with limited areal extents. 相似文献
47.
This study investigated the spatial scaling properties of Canadian flood flows, namely, annual maximum mean 1‐, 5‐ and 7‐day flows using both the product moments (PMs) and probability weighted moments (PWMs). Both approaches demonstrate that flood flows in climatic regions 1 (Pacific), 2 (South British Columbia mountains), 3 (Yukon and northern British Columbia), 6 (Northeastern forest), 7 (Great Lakes and St. Lawrence rivers), 8 (Atlantic), and 10 (Arctic tundra) exhibit simple scaling with scaling exponent θ/H close to 0·90, while flood flows in regions 4 (Prairie provinces), 5 (Northwestern forest), and 9 (Mackenzie) does not with scaling exponent θ/H close to 0·50. The plots of coefficient of variations of flood flows versus drainage area indicate that Cv remains almost constant in regions 1, 2, 3, 6, 7, 8, and 10, while it decreases as drainage area increases in regions 4, 5, and 9. These results demonstrate that the index flood method is applicable in climatic regions 1, 2, 3, 6, 7, 8, and 10, while it is not in climatic regions 4, 5, and 9. The physical backgroud of the simple scaling of flood flows in most Canadian climatic regions is that snowmelt or rain‐on‐snow runoff is a dominant flood‐generating mechanism across the country. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献
48.
At least one large, late Pleistocene flood traveled into the Owyhee River as a result of a rise and subsequent outburst from pluvial Lake Alvord in southeastern Oregon. Lake Alvord breached Big Sand Gap in its eastern rim after reaching an elevation of 1292 m, releasing 11.3 km3 of water into the adjacent Coyote Basin as it eroded the Big Sand Gap outlet channel to an elevation of about 1280 m. The outflow filled and then spilled out of Coyote Basin through two outlets at 1278 m and into Crooked Creek drainage, ultimately flowing into the Owyhee and Snake Rivers. Along Crooked Creek, the resulting flood eroded canyons, stripped bedrock surfaces, and deposited numerous boulder bars containing imbricated clasts up to 4.1 m in diameter, some of which are located over 30 m above the present-day channel.Critical depth calculations at Big Sand Gap show that maximum outflow from a 1292- to 1280-m drop in Lake Alvord was 10,000 m3 s− 1. Flooding became confined to a single channel approximately 40 km downstream of Big Sand Gap, where step-backwater calculations show that a much larger peak discharge of 40,000 m3 s− 1 is required to match the highest geologic evidence of the flood in this channel. This inconsistency can be explained by (1) a single 10,000 m3 s− 1 flood that caused at least 13 m of vertical incision in the channel (hence enlarging the channel cross-section); (2) multiple floods of 10,000 m3 s− 1 or less, each producing some incision of the channel; or (3) an earlier flood of 40,000 m3 s− 1 creating the highest flood deposits and crossed drainage divides observed along Crooked Creek drainage, followed by a later 10,000 m3 s− 1 flood associated with the most recent shorelines in Alvord and Coyote Basins.Well-developed shorelines of Lake Alvord at 1280 m and in Coyote Basin at 1278 m suggest that after the initial flood, postflood overflow persisted for an extended period, connecting Alvord and Coyote Basins with the Owyhee River of the Columbia River drainage. Surficial weathering characteristics and planktonic freshwater diatoms in Lake Alvord sediment stratigraphically below Mt. St. Helens set Sg tephra, suggest deep open-basin conditions at 13–14 ka (14C yr) and that the flood and prominent shorelines date to about this time. But geomorphic and sedimentological evidence also show that Alvord and Coyote Basins held older, higher-elevation lakes that may have released earlier floods down Crooked Creek. 相似文献
49.
50.
濮阳高新区洪灾城市经济损失评估 总被引：1，自引：0，他引：1
根据1995--2004年濮阳高新区气象和洪灾实况资料,分析了洪灾时空分布及城市经济损失特征.采用分等级、分资源类型的参数统计、回归分析和加权平均等方法,探讨了洪灾损失的评估步骤和技术方法,建立了城市洪灾损失的定量评估系统模型.选用2005--2006年濮阳高新区典型的洪灾事例验证该方法、模型的可行性,结果表明,洪灾损失评估定量计算结果与社会经济损失调查统计数据比较接近.结论认为:洪灾损失评估模型能够快速、准确地对洪灾损失作出定量评估,技术方法是可行、可操作的,为政府指挥防洪抗灾提供理论分析有一定的使用价值. 相似文献