基于12322平台的江苏省地震应急灾情速报系统的设计与应用     

王琛  章熙海  肖飞  高飞  池营营 《震灾防御技术》2018,13(2):471-479

通过分析地震应急救援工作中对灾情信息的需求，提出了“地震应急灾情”的概念，设计了基于12322平台的江苏省地震应急灾情速报系统。本文详细介绍了该系统的设计框架、基本功能和应用效果。系统主要包括短信和微信两大模块，短信模块主要面向非地震系统人员，通过手机短信形式向社会灾情速报员发送灾情邀请短信，灾情速报员只需简单回复灾情代码“1”—“4”即可。微信模块主要面向地震系统工作人员，通过微信企业号“苏震12322”自动推送地震信息并完成灾情收集工作。经过近1年的试运行，系统能够在震后迅速完成灾情信息的收发与数据处理工作，并以“天地图”为地理底图实时直观地展示已上报的灾情信息。  相似文献   

Burial and scour around short cylinder under progressive shoaling waves     

S. I. Voropayev  F. Y. Testik  H. J. S. Fernando  D. L. Boyer 《Ocean Engineering》2003,30(13):1647-1667

The results of a laboratory experimental program aimed at better understanding the scour around and burial of heavy cylindrical objects under oscillating flow on a sandy bed are described. This study was motivated by its application to the dynamics of isolated cobbles/mines on a sandy floor under nonlinear progressive waves, such as that occur in shallow coastal waters beyond the wave-breaking region. In the experiments, nonlinear progressive waves were generated in a long wave tank of rectangular cross-section with a bottom slope. Model mines (short cylinders) were placed on the sandy bottom and the temporal evolution of the bed profile and the velocity field in the near field of the object were observed. Experiments were conducted at relatively high Reynolds numbers for a range of flow conditions, which can be characterized by the Keulegan–Carpenter number and Shields parameter. Depending on the values of these parameters, four different scour regimes around the cylinder including periodical burial of cylinder under migrating sand ripples were observed; they were classified as: (i) no scour/burial, (ii) initial scour, (iii) expanded scour, and (iv) periodic burial cases. A scour regime diagram was developed and the demarcation criteria between different regimes were deduced. Semi-empirical formulae that permit estimation of the scour depth with time, the equilibrium maximum scour depth and length, and conditions necessary for the burial of the cylinder as a function of main external parameters are also proposed.  相似文献   

Experimental and numerical investigation of groundwater head losses on and nearby short intersections between disc-shaped fractures          下载免费PDF全文

Ci-xiao Qu  Ming-yu Wang  Peng Wang 《地下水科学与工程》2022,10(1):33-43

Discrete fracture models are used for investigating precise processes of groundwater flow in fractured rocks,while a disc-shaped parallel-plates model for a single fracture is more reasonable and efficient for computational treatments.The flow velocity has a large spatial differentiation which is more likely to produce non-linear flow and additional head losses on and nearby intersections in such shaped fractures,therefore it is necessary to understand and quantify them.In this study,both laboratory experiments and numerical simulations were performed to investigate the total head loss on and nearby the intersections as well as the local head loss exactly on the intersections,which were not usually paid sufficient attention or even ignored.The investigation results show that these two losses account for 29.17%-84.97%and 0-73.57%of the entire total head loss in a fracture,respectively.As a result,they should be necessarily considered for groundwater modeling in fractured rocks.Furthermore,both head losses become larger when aperture and flow rate increase and intersection length decreases.Particularly,the ratios of these two head losses to the entire total head loss in a fracture could be well statistically explained by power regression equations with variables of aperture,intersection length,and flow rates,both of which achieved high coefficients of determination.It could be feasible through this type of study to provide a way on how to adjust the groundwater head from those obtained by numerical simulations based on the traditional linear flow model.Finally,it is practicable and effective to implement the investigation approach combining laboratory experiments with numerical simulations for quantifying the head losses on and nearby the intersections between disc-shaped fractures.  相似文献   

一种基于短时傅立叶变换的脉冲星消色散算法     

高健健  金乘进  高龙 《天文研究与技术》2007,4(1):21-29

叙述了一种基于短时傅立叶变换的脉冲星消色散算法。首先介绍了脉冲星的色散形成原因以及几种当今流行的消色散算法。接着介绍了短时傅立叶变换,并在此基础上提出了一种基于短时傅立叶变换的消色散算法。然后详细讲述了这种消色散算法的具体实现步骤,并且比较了在选取不同长度的时间窗函数的情况下,消色散的处理过程和残余色散量。最后,通过将这种算法的计算量以及结果和其他几种算法做横向比较,得出了结论:这种消色散算法的计算量小,实现简单,可以有效的进行消色散处理。  相似文献   

再生混凝土短柱抗震性能试验研究   总被引：1，自引：0，他引：1  

张亚齐  曹万林  张建伟  尹海鹏 《震灾防御技术》2010,5(1):89-98

本文进行了4个剪跨比为1.75的再生混凝土短柱模型抗震性能对比试验,模型按1/2缩尺。模型1为普通混凝土短柱,模型2为再生粗细骨料取代率均为50%的再生混凝土短柱,模型3为再生粗细骨料取代率均为100%的再生混凝土短柱,模型4为再生粗细骨料取代率均为100%且带交叉钢筋的再生混凝土短柱。分析了各模型的承载力、刚度及其退化过程、滞回特性、位移延性、耗能能力、破坏形态。研究表明:随着再生骨料取代率的增加,其混凝土的弹性模量明显减小,试件初始刚度、承载力、耗能能力明显下降;加设交叉钢筋的试件抗震性能显著提高;再生混凝土柱可以在轴压比较小的结构中应用。提出了基于再生混凝土强度折减的承载力简化计算方法,计算结果与实测值符合较好。  相似文献   

最佳气候相似法及在短期气候预测中的应用          下载免费PDF全文

张红英  李丹平  王小燕  郭雪平  杨梅红 《山西气象》2006,30(2):12-14

本文采用了最佳气候找相似的预报方法来制作长期天气预报。由于这种方法使用了地面、高空、太阳活动和海温资料,具有长时段,多要素,综合性强的特点,所以预报较客观,对预报年的年景能作出较为准确的判断。由于不同站点资料代表着不同地区的气候背景,因而能分片制作短期气候预测,为解决目前短期预报中小尺度天气难的问题提供了较为详实的气候背景和可靠的预报依据。此方法虽属统计方法,但与中、短期数值预报有某些相似之处,主要体现在预测因子的同时性和连续性,对要素的预测如同数值预报产品的释用。  相似文献   

北京地区一次强对流大暴雨的环境条件及动力触发机制分析   总被引：11，自引：0，他引：11       下载免费PDF全文

李志楠  李廷福 《应用气象学报》2000,11(3):304-311

通过对1998年6月29日北京地区发生在天气尺度脊中的强对流大暴雨过程分析, 得出该过程是由中层的高压脊和低层的辐合系统、近地面的冷空气之间的相互作用形成了具有聚能机制的中低空经向环流圈, 维持了暴雨区中低空的上升运动, 形成了近地面的动力锋生, 使中低层的潜在不稳定加剧.而对流层高层短波扰动的正涡度平流通过非地转平衡过程, 引发中高层产生的上升运动, 触发了潜在不稳定的释放.该短波扰动与风场的波动不相匹配, 其位相传播特征与重力波相似.  相似文献   

天祝-古浪5.4级地震前震源区应力场的短临变化特征   总被引：1，自引：0，他引：1  

荣代潞  张元生  李亚荣 《高原地震》2000,(2)

利用矩张量反演方法反演了 1996年 6月 1日天祝 -古浪 5 .4级地震序列的震源机制 ,并与该区小震综合断层面解进行了比较。在此基础上讨论了该地震前后震源区应力场的变化特征。  相似文献   

基于混合回归模型的夏季高温日数预测   总被引：3，自引：2，他引：3       下载免费PDF全文

周后福  王兴荣  翟武全  钱玉萍 《气象科学》2005,25(5):505-512

本文以变化比较激烈的高温日数为对象，通过加权叠加、周期波动以及尺度比较等理论分析提出一种短期气候预测观点，即长周期波动可用当地前期各种气象要素的长周期波动的某种函数表示，而短周期波动依然与大范围周边环境因子的变化有关。采用功率谱分析、逐步回归、方差分析等常用统计手段和二项式平滑方法，建立长周期波动和波动偏差比的预报方程，在此基础上得到高温日数的预报方程。应用该方法对合肥地区的高温日数进行了预测试验，利用滚动预报得到13个预报样本。在13个试测样本中，有11个样本试测较为准确，试测准确率达到84．6％。在试测不准确的2个样本中，误差有5～6d，而且它们出现在高温日数相对较多的年份，因此试测效果令人满意。  相似文献   

印尼8.7级地震前银川台形变数字化观测资料短临异常特征分析   总被引：1，自引：1，他引：1  

李国斌 《高原地震》2005,17(2):33-37

采用形变观测资料分析方法中比较常用的形态法、差分法、消除潮汐改正和零漂法，处理了银川台形变数字化观测资料，发现在印尼8．7级地震前出现了一些短临异常情况，并对异常的变化特征做了相应的分析。  相似文献