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1.
连续弯道水流模拟中二次流修正效果评价   总被引:1,自引:0,他引:1       下载免费PDF全文
为了选择适用于复杂连续弯道的二次流修正方法,选取了线性方法中两种典型的计算模式,通过在正交曲线坐标系二维浅水动量方程中增加扩散应力项开发了考虑二次流影响的平面二维水流模型。基于不同复杂度的4个连续弯道试验的水位和流速分布资料,通过理论分析和数值试验对比定量评估了传统二维模型和两种二次流修正方法在连续弯道水流模拟中的效果。测试结果表明,Delft3D模型的二次流修正方法自由度较高,适用于不同复杂度的连续弯道水流模拟,而Lien模型二次流修正方法适用于微弯或中弯,应用于中弯时需要慎重选用,不适用于急弯连续弯道模拟。两种方法比较,建议连续弯道水流模拟中优选Delft3D模型的二次流修正方法。  相似文献   
2.
挖孔桩在长春市应用及承载力评定   总被引:1,自引:0,他引:1  
挖孔桩承载力的评价是国内、吉林省内重大课题,直接关系到它应用前景。本文试图结合国内现行诸规范,结合长春市实例,提出建议性意见,供广大设计者参考。  相似文献   
3.
四川盆地干旱动态评估指标的研究   总被引:15,自引:3,他引:12  
田宏  徐崇浩  彭骏  陈文秀 《气象》1998,24(4):11-15
在仔细分析干旱灾害物理成因基础上,围绕定量化和实时化这一核心,根据土壤水分盈亏原理,建立了具有清晰的物理意义的干旱动态评估指标。经检验,该方法符合实际,简便可行。  相似文献   
4.
江西省旱涝动态监测指标的设计   总被引:1,自引:1,他引:0  
从地面水份平衡原理出发,在分析地面降水承载力和地面水份含量变化特征的基础上,讨论了湿润地区旱涝灾害的形成机制。运用WMO推荐的异常度指标和Bhalme-Mooley湿润度指标的基本原理,设计了一个洪涝灾害的动态监测指标。通过对地面水份含量变化特征方程的简化处理,设计了一个干旱动态监测指标。在实际业务工作中,这一旱涝动态监测指标能较好地反映旱涝灾害的发生、发展和解除过程。  相似文献   
5.
利用常规气象资料分析了2009年早春苏南地区连阴雨期间的降水特点和环流形势特征。分析表明,此次连阴雨过程具有持续时间特别长、降水量特别多、最高气温偏低、雷暴天气频发等特点。连阴雨期间,欧亚上空高层中高纬环流经历贝湖低槽型、阻塞型和一槽一脊型3个阶段,亚洲中纬度地区多短波槽东移,保证了连阴雨天气的冷空气来源。孟加拉湾南支槽活跃,西太平洋副高偏北,从南海和菲律宾海经副高外围气流的水汽输送是此次连阴雨天气的主要水汽来源。由于冷暖空气在长江下游持续的相互作用,造成了苏南地区长达21天的阴雨天气。  相似文献   
6.
2008年前汛期广东长连续暴雨过程的500hPa环流场特征   总被引:10,自引:7,他引:3  
2008年5月下旬末~6月18日,广东遭受1951年以来最严重的“龙舟水”袭击。通过分析这次长连续暴雨过程开始、持续和结束期的500hPa侯平均环流特征和稳定维持的大尺度环流场特征,发现欧亚中高纬维持两槽两脊或两槽一脊稳定的大环流形势,为暴雨的持续提供了弱冷空气;孟湾低槽为华南地区提供了充足的水汽条件;西太平洋副热带高压的加强西伸,使华南沿海地区暖湿气流加强而产生强降水。  相似文献   
7.
杨晓霞  夏凡  张骞  侯淑梅  刘畅 《气象科技》2018,46(3):605-618
利用各种观测资料和NCEP/NCAR 1×1°再分析资料,对2012年7月30日夜间和31日夜间鲁西北连续两天强降雨天气进行诊断和对比分析。结果表明:强降水产生在西风槽前和副热带高压边缘的偏南暖湿气流中,西风槽稳定少动,台风在东南沿海北上,副高加强北抬,为鲁西北连续两天的强降水提供了天气尺度背景。925hPa及以下的低层,来自于渤海的偏东气流和来自于华东沿海的东南气流同时向鲁西北强降水区输送水汽,低层比湿大,CAPE和K指数较高。第1次强降水产生在偏南气流的暖区中,降水强度大,维持时间短。第2次强降水期间,低层有冷空气锲入,把暖湿气流抬升,前期为对流性降水,中后期转为稳定性降水,降水强度小,维持时间较长。850hPa及以下倒槽式切变线和中尺度低涡环流是造成强降水的中尺度影响系统,近地面层来自于渤海的东北气流与来自于东南沿海的东南暖湿气流形成中尺度涡旋,产生气旋式辐合上升,触发对流不稳定能量释放。对流云团在鲁西北形成长形的中尺度对流系统(MCS),稳定少动,有明显的列车效应和后向传播特征。强降水具有较强的日变化,夜间发展增强,白天减弱。  相似文献   
8.
Performance based design becomes an effective method for estimating seismic demands of buildings. In asymmetric plan tall building the effects of higher modes and torsion are crucial. The consecutive modal pushover (CMP) procedure is one of the procedures that consider these effects. Also in previous studies the influence of soil-structure interaction (SSI) in pushover analysis is ignored. In this paper the CMP procedure is modified for one-way asymmetric plan mid and high-rise buildings considering SSI. The extended CMP (ECMP) procedure is proposed in order to overcome some limitations of the CMP procedure. In this regard, 10, 15 and 20 story buildings with asymmetric plan are studied considering SSI assuming three different soil conditions. Using nonlinear response history analysis under a set of bidirectional ground motion; the exact responses of these buildings are calculated. Then the ECMP procedure is evaluated by comparing the results of this procedure with nonlinear time history results as an exact solution as well as the modal pushover analysis procedure and FEMA 356 load patterns. The results demonstrate the accuracy of the ECMP procedure.  相似文献   
9.
The effects of higher modes and torsion have a significant impact on the seismic responses of asymmetric-plan tall buildings.A consecutive modal pushover(CMP) procedure is one of the pushover methods that have been developed to consider these effects.The aim of this paper is to modify the(CMP) analysis procedure to estimate the seismic demands of one-way asymmetric-plan tall buildings with dual systems.An analysis of 10-,15-and 20-story asymmetric-plan buildings is carried out,and the results from the modified consecutive modal pushover(MCMP) procedure are compared with those obtained from the modal pushover analysis(MPA) procedure and the nonlinear time history analysis(NLTHA).The MCMP estimates of the seismic demands of one-way asymmetric-plan buildings demonstrate a reasonable accuracy,compared to the results obtained from the NLTHA.Furthermore,the accuracy of the MCMP procedure in the prediction of plastic hinge rotations is better than the MPA procedure.The new pushover procedure is also more accurate than the FEMA load distribution and the MPA procedure.  相似文献   
10.
Water discharge and sediment load characteristics of the Hilda rock-glacier stream are described for portions of the 1985 and 1986 ablation seasons. Covering an area of 1.5 km2, the Hilda rock glacier yields a relatively consistent flow, generally low in suspended sediments and relatively high in total dissolved solids during the ablation season. The seasonal hydrograph shows decreasing discharge and suspended sediment load and increasing dissolved loads through the ablation season as snowmelt water sources are depleted. Superimposed on this is a diurnal hydrograph showing that daily peaks in discharge lag several hours behind daily temperature maxima. Rain events produce hydrograph anomalies and act to flush sediment, elevating suspended loads, while diluting dissolved loads. These data suggest that rock-glacier hydrological systems are more responsive to short-term and transient meteorological conditions than previously suggested in the literature. Nonetheless, the data indicate that the Hilda rock glacier is more conservative in both water and sediment yield than glacier systems of comparable size and in the same environment.  相似文献   
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