夏季青藏高原地区降水和低涡的数值预报试验   总被引：11，自引：1，他引：11       下载免费PDF全文

陈伯民  钱正安 《大气科学》1995,19(1):63-72

本文首先分析了１９７９年６—７月的ＦＧＧＥIIIｂ级资料风场和相对湿度场在青藏高原地区的偏差，指出在高原西部应予以订正。然后利用一有限区域模式，通过综合订正初始风场和相对湿度场，改进模式部分物理过程，并提高其水平分辨率，共设计了６组预报试验，对该年的两例高原低涡切变线降水过程进行了２４小时预报。结果表明，利用改进了的初始场和部分物理过程，可明显改善高原地区的降水预报，并在一定程度上改善了流场的预报，即上述改进方案是可行的；但在高原地区嵌套预报方案尚待修改，还应继续努力提高模式对高原低涡流场的预报能力。  相似文献   

水平气压梯度力差分格式误差的定量分析          下载免费PDF全文

曾西平  任阵海 《大气科学》1995,19(6):722-732

通过分析发现地形坐标系中气压梯度力差分格式的计算误差应分为二类，其中，第二类误差在水平坐标面倾斜时出现。这种误差可理解为将水平坐标面上的气压(或位势高度)插回到等高面(或等压面)上的插值误差。 构造气压梯度力差分格式的目的正是为了减小这种第二类误差，而不是其他误差。 误差分析表明静力扣除法和Corby 格式的第二类误差都很小，比一般方法的误差小约一个量级。分析还表明第二类误差产生的主要原因是由于气压随高度非线性变化。依据这一分析思路，本文改进了#As(z)#a坐标系中的静力扣除法。 改进后的方法比改进前的误差小约一个量级。  相似文献   

软土深基坑支护技术中的若干土力学问题   总被引：7，自引：3，他引：7  

高大钊 《岩土力学》1995,16(3):1-6

评述了软土深基坑支护结构的现有设计方法，分析了墙的刚度和位移对土压力分布的影响，讨论了地下水对侧压力计算的影响、设计参数的测定与选取以及有限元计算中的一些问题，最后对支护结构的安全评价提出了建议。  相似文献   

SSQ-1 Digital Tape Recording Horizontal Pendulum Tiltmeter     

Hu Zhu  Hai-Ying Feng  Fa-Cheng Gao  Zhong-Guo Tang  Biao Ouyang 《地震学报(英文版)》1993,6(4):1031-1039

The SSQ-1 Digital Tape Recording Horizontal Pendulum Tiltmeter is an instrument of high sensitivity to detect the changes of ground tilt. It uses a quartz horizontal pendulum held by Z?llner bifilar suspension to sense vertical displacement, the eddy-current transducer on the pendulum converts its displacements into electric signals. Then a microcomputer is used for data acquisition and printing as well as digit tape recording. And at the same time, a filtering pen recorder is used for visible recording. The scale value of the instrument is calibrated by computer using the known tilt angle of the bulging plate — mercury cup. The scale value is 0.3–0.5 m(″)/mV. The following are the testing results for the earth tide observation obtained from the east-west component at Baijiatan Seismic Station, Beijing: r(O₁): 0.6490±0.0179 α(O₁): −3.83°±1.58° r(K₁): 0.8049±0.0128 α(K₁): 1.40°±0.90° r(M₂): 0.6699±0.0040 α(M₂): −0.27°±0.34° r(S₂): 0.7316±0.0075 α(S₂): 2.83°±0.58° r(M₃): 0.8497±0.0964 α(M₃): 1.61°±6.51° The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,15, 353–359, 1993. In this work also participated Mr. Huai-Wen PAN and Wei-Jin ZHANG. And we here give special thanks to Yun-Zao XI, Qin-Wen XI, Bo-Xong TANG, Yi-Hui CHEN and An-Xu WU for their kind help in the development and test of the instrument. This paper is translated by Mr. Zhong ZHENG.  相似文献   

风廓线雷达水平风数据质量控制     

陈中钰  杜冰  刘康 《气象科技》2020,48(6):801-807

基于九龙站风廓线雷达实时水平风数据制定了水平风数据的质量控制方法，首先求取中位数水平风场，其次构建实际观测风场和中位数风场的差值序列，然后求取差值序列的均方差，再根据差值均方差得到质控判别式，最后试验求取质控判别式中的质控阈值。通过对九龙站2017年风廓线雷达水平风数据质量控制发现，实测风向数据有2044185个，25721个没有通过质控，未通过质控的风向数据占总观测的比例是1.258%，风向数据在近地层通过质控的数据最多，随高度增加通过质控的数据量有所下降。实测风速数据有2044185个，18296个没有通过质控，未通过质控的风速数据占总观测的比例是0.895%，风速数据在2000～4000 m出错的最少，近地层次之，4500～7000 m出错的数据最多。质控后风廓线雷达和探空观测风数据的均方根误差减小，相关系数增加，风向数据质量在500～7000 m提升明显，风速数据在1500～8000 m之间提升明显。  相似文献   

水平荷载作用下群桩相互作用的弹塑性数值分析   总被引：5，自引：0，他引：5  

周洪波  杨敏  茜平一 《水文地质工程地质》2003,30(3):29-35

本文利用三维弹塑性有限元法对水平荷载作用下群桩基础特性进行了分析,讨论了群桩基础水平荷载作用下的承载性状和破坏机理,并探讨了桩距、桩数、桩长、桩径和土质各种因素对群桩效应的影响,指出桩距和桩数是影响群桩效应的主要因素。  相似文献   

Recent crustal horizontal movement in the Chinese mainland   总被引：1，自引：0，他引：1  

黄立人  王敏 《地震学报(英文版)》2000,13(3):273-279

IntroductionSupportedbytheNationaIClimbingProject"RecentCrustalMovementandGeodynamicResearch",acrustalmovementmonitoringnetworkdistributedinChinesemainlandhasbeenmeasuredfortWotimesinl994andl996.Thenetconsistsof22stationsthatarelocatedonsev-eralmajortectonicblocksinChinesemainland.ExceptNanchongstationwhichwasdestroyedatsometimebetWeenl994and1996andre-settledinl996,alltheother2lstationswereoccupiedfortwotimes.BasedontheresuItSobtainedfromcarefulpre-processingofGPSobservations,therecent…  相似文献   

Modelling peak accelerations from earthquakes   总被引：1，自引：0，他引：1  

Debbie J. Dupuis  Joanna Mills Flemming 《地震工程与结构动力学》2006,35(8):969-987

This paper deals with the prediction of peak horizontal accelerations with emphasis on seismic risk and insurance concerns. Non‐linear mixed effects models are used to analyse well‐known earthquake data and the consequences of mis‐specifying assumptions on the error term are quantified. A robust fit of the usual model, using recently developed robust weighted maximum likelihood estimators, is presented. Outlying data are automatically identified and subsequently investigated. A more appropriate model accounting for the extreme value nature of the responses, is also developed and implemented. The implication on acceleration predictions is demonstrated. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

Study of a model for correcting the effects of horizontal advection on surface fluxes measurement based on remote sensing     

《中国科学D辑(英文版)》2006,(Z2)

As well known, the methods of remote sensing and Bowen Ratio for retrieving surface flux are based on energy balance closure; however, in most cases, surface energy observed in experiment is lack of closure. There are two main causes for this: one is from the errors of the observation devices and the differences of their observational scale; the other lies in the effect of horizontal advection on the surface flux measurement. Therefore, it is very important to estimate the effects of horizontal advection quantitatively. Based on the local advection theory and the surface experiment, a model has been proposed for correcting the effect of horizontal advection on surface flux measurement, in which the relationship between the fetch of the measurement and pixel size for remote sensed data was considered. By means of numerical simulations, the sensitivities of the main parameters in the model and the scaling problems of horizontal advection were analyzed. At last, by using the observational data acquired in agricultural field with relatively homogeneous surface, the model was validated.  相似文献   

多股水平淹没射流水力特性的影响因素研究   总被引：1，自引：0，他引：1       下载免费PDF全文

李艳玲  华国春  张建民  杨永全 《水科学进展》2006,17(6):761-766

采用数值模拟和模型试验相结合的方法,分析了水股分层、坎高、出口体型和跌坎形式等因素对多股水平淹没射流的流态稳定性和水力特性的影响。研究表明,多股多层水平淹没射流较单层多股水平淹没射流流态稳定性好、临底流速低、消能率高,是一种高效的新型消能方式。结合试验结果,提出中孔泄槽以等宽或微收缩为宜、表中孔最优坎高差应大于中孔水流的主流水深、跌坎形式的选择应结合具体工程特点等建议。  相似文献