混流式转轮中流场的大涡模拟   总被引：1，自引：0，他引：1       下载免费PDF全文

张昌兵  杨永全  鞠小明  桂林 《水科学进展》2002,13(6):675-681

建立了基于微可压缩流体理论的相对运动的大涡模拟方法,并对混流式转轮流场进行了三维非恒定粘性数值模拟,计算方法采用了有限体积法和预测-校正方法,对固体边壁的处理使用了“壁函数”法。得到了混流式转轮的三维速度场和压力分布,与k-ε模型计算结果进行比较表明,所建立的相对运动的大涡模拟方法对转轮性能预测更加精确、合理,对转轮改型设计具有十分重要的参考价值。  相似文献   

自动确定图像二值化最佳阈值的新方法   总被引：38，自引：0，他引：38  

吴冰  秦志远 《测绘学院学报》2001,18(4):283-286

在详细分析二值化处理原理及当前技术的前提下，综合考虑图像的各种实际情况，提出了自动确定图像二值化阈值的增强大津法和边缘检测阈值法。多次实验表明，根据这两种方法确定的阈值对图像进行二值化处理，不仅可有效地解决图像灰度随地特征变化的图像处理问题，同时对于同一信号源的图像也有相当理想的处理效果，该方法可进一步应用于图像分割等。  相似文献   

利用数字化雷达回波参数分析人工增雨播云条件   总被引：10，自引：2，他引：10       下载免费PDF全文

迟竹萍  陈金敏  朱平盛 《气象》2001,27(4):46-49

利用数字化测雨雷达观测的层状云雷达立体扫描资料和探空资料，分析得出层状云降水部分特征，并利用多元逐步回归获得催化作业效果指标y=2.0mm.h^-1，在使用雷达立体扫描资料进行人工增雨作业时指导方面做了探讨。  相似文献   

反调节水库非恒定流数值模拟          下载免费PDF全文

魏根群  陈璧宏  宿晓辉 《水科学进展》2001,12(4):491-498

采用二维水深平均方程组作为控制方程,利用边界拟合法进行坐标变换,采用有限体积法计算反调节水库的流场。在计算中,由于已知上游泵站抽水流量及下游枢纽供水流量,且上下游均找不到水位流量关系,上下游边界均为流速边界条件,没有压力边界条件,解不惟一,所以采用全水库水量平衡方程作为补充方程来补充定解条件。  相似文献   

人工集水面临界产流降雨量确定实验研究   总被引：8，自引：0，他引：8       下载免费PDF全文

李小雁  龚家栋  高前兆 《水科学进展》2001,12(4):516-523

通过在中国科学院寒区旱区环境与工程研究所皋兰生态农业试验站1998-1999年的降雨-径流观测实验,利用直线回归模型确定包括自然集水面在内的9种人工集水面的临界产流降雨量值(降雨阀值)。结果表明:在不受前期降雨影响下,自然黄土坡面、清除杂草自然黄土坡面和粘土夯实集水面的临界产流降雨量分别为8.5mm,8.0mm和4.1mm。在受前期降雨影响下,其临界产流降雨量分别为6.0mm,5.0mm和1.9mm。塑料膜、油毡、沥青和混凝土处理集水面的产流过程受降雨量和降雨强度的影响小,平均状态下其临界产流降雨量为0.1～1.5mm。塑料膜、油毡、沥青、塑料+小砾石和塑料+大砾石集水面的临界产流降雨量分别为0.13mm,0.21mm,0.17mm,0.98mm和0.85mm。混凝土集水面在干燥情况下的临界产流降雨量为1.48mm,在不干燥情况下的临界产流降雨量为1.16mm。  相似文献   

A New Methodology for Singularity Modelling in Flow Simulations in Reservoir Engineering     

Y. Ding  L. Jeannin 《Computational Geosciences》2001,5(2):93-119

In this paper, numerical methods for flow simulation in the well vicinity are discussed. Flux truncation errors are analyzed on gridblocks near the well. Due to the singularity of the well, standard numerical schemes are not efficient for near well flow simulations. To improve simulation accuracy, a new methodology, using a change of coordinates to make near well pressure linear, is presented for the singularity modelling. Based on this new approach, two numerical schemes, a two-point flux approximation scheme and a multi-point one, are proposed. These schemes are accurate for the near well modelling and are suitable for any kinds of gridblocks.  相似文献   

An extreme value analysis of the flow of Burbage Brook     

J. H. Barrett 《Stochastic Hydrology and Hydraulics》1992,6(3):151-165

An extreme value analysis of the flow of Burbage Brook is carried out by modelling peaks over a high threshold. The aims are to illustrate recently developed statistical techniques and to report on interesting features of the flow of the brook over a 58-year period. Peak flows are found to show marked seasonal variation and a downward trend. Then-year return level is estimated for various values ofn, and the reliability of the estimates is assessed.  相似文献   

The perimeter-area fractal model and its application to geology   总被引：14，自引：0，他引：14  

Qiuming Cheng 《Mathematical Geology》1995,27(1):69-82

Perimeters and areas of similarly shaped fractal geometries in two-dimensional space are related to one another by power-law relationships. The exponents obtained from these power laws are associated with, but do not necessarily provide, unbiased estimates of the fractal dimensions of the perimeters and areas. The exponent (D_AL) obtained from perimeter-area analysis can be used only as a reliable estimate of the dimension of the perimeter (D_L) if the dimension of the measured area is D_A=2. If D_A<2, then the exponent D_AL=2D_L/D_A>D_L. Similar relations hold true for area and volumes of three-dimensional fractal geometries. The newly derived results are used for characterizing Au associated alteration zones in porphyry systems in the Mitchell-Sulphurets mineral district, northwestern British Columbia.  相似文献   

浙江省滑坡灾害预警预报的降雨阀值研究   总被引：28，自引：0，他引：28  

谢剑明  刘礼领  殷坤龙  杜惠良  钮学新 《地质科技情报》2003,22(4):101-105

根据浙江省降雨的特点,将降雨分为台风降雨和非台风降雨,采用统计方法研究了区域性滑坡灾害与台风区和非台风区降雨量及降雨强度的相关性,通过相关性分析确定了有效降雨量模型;得到了浙江省区域性滑坡发生的临界降雨量和降雨强度阀值,为实时时间预警提供了定量依据;将滑坡灾害的空间易发性与降雨量和降雨强度相结合确定了滑坡灾害的空间预警区划指标和等级;最后初步研究了滑坡发生的滞后时间。  相似文献   

Gullying and erosion control at archaeological sites in Grand Canyon,Arizona   总被引：1，自引：0，他引：1  

Joel L. Pederson  Paul A. Petersen  Jennifer L. Dierker 《地球表面变化过程与地形》2006,31(4):507-525

Gully erosion of cultural sites in Grand Canyon National Park is an urgent management problem that has intensified in recent decades, potentially related to the effects of Glen Canyon Dam. We studied 25 gullies at nine sites in Grand Canyon over the 2002 monsoon–erosion season to better understand the geomorphology of the gully erosion and the effectiveness of erosion‐control structures (ECS) installed by the park under the direction of the Zuni Conservation Program. Field results indicate that Hortonian overland flow leads to concentrated flow in gullies and erosion focused at knickpoints along channels as well as at gully heads. Though groundcover type, soil shear strength and permeability vary systemat‐ically across catchments, gradient and, to a lesser degree, contributing drainage area seem to be the first‐order controls on gully extent, location of new knickpoints, and ECS damage. The installed ECS do reduce erosion relative to reaches without them and initial data suggest woody checkdams are preferable to rock linings, but maintenance is essential because damaged structures can exacerbate erosion. Topographic data from intensive field surveys and detailed photogrammetry provide slope–contributing area data for gully heads that have a trend consistent with previous empirical and theoretical formulations from a variety of landscapes. The same scaling holds below gully heads for knickpoint and ECS topographic data, with threshold coefficients the lowest for gully heads, slightly higher for knickpoints, and notably higher for damaged ECS. These topographic thresholds were used with 10‐cm digital elevation models to create simple predictive models for gully extent and structure damage. The model predictions accounted for the observed gullies but there are also many false‐positives. Purely topographical models are probably inadequate at this scale and application, but models that also parameterize the variable soil properties across sites would be useful for predicting erosion problems and ECS failure. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献