海岸地形作用在青岛一次晚秋暴雨过程中的数值模拟分析          下载免费PDF全文

邰庆国  汤剑平  高留喜  石莹  裴洪芹 《气象科学》2007,27(6):633-640

利用常规资料和卫星、雷达观测,分析了2004年11月9日至10日山东青岛地区一次暴雨的中尺度结构特征,并在初步分析的基础上进行了数值模拟和地形的敏感性对比试验,结果表明:此次暴雨是冷锋前暖区的浅层对流性强降水;西太平洋的水汽是这次暴雨的主要水汽源;模式对这次强降水具有较强的模拟能力;海岸地形作用所产生的次级环流和中尺度重力波,可能是这次对流性强降水的触发机制,同时对这次降水有很大的增幅作用。  相似文献   

切变线暴雨过程中湿位涡的中尺度时空特征   总被引：5，自引：0，他引：5  

吴君  汤剑平  邰庆国  石莹  裴洪芹 《气象》2007,33(10):45-51

利用中尺度数值预报模式MM5V3.6,对2005年9月19—21日发生在山东中南部的区域性切变线暴雨天气过程进行了数值模拟。并用高时空分辨率的模式输出资料,对此次暴雨过程的湿位涡场特征进行了诊断分析。结果表明:θse面陡立易导致湿斜压涡度的发展,形成θse陡峭密集区,密集区内容易发生暴雨。通过湿位涡的分析,揭示了暴雨过程中湿位涡的中尺度演变特征和空间结构,表明切变线暴雨的发生发展与湿位涡的时空演变有很好的联系。暴雨主要出现在850hPa的ζMPV1负值区和ζMPV2正值区等值线密集区附近,降水中心位于ζMPV1负值中心前部对流不稳定区中。  相似文献   

鲁中山区地形对山东省一次暴雨影响的敏感性数值模拟试验   总被引：3，自引：0，他引：3  

张可欣  汤剑平  邰庆国  裴洪芹 《气象科学》2007,27(5):510-514

利用PSU/NCAR MM5V3中尺度数值模式进行了鲁中山区地形对一次台风暴雨的数值模拟敏感性试验,结果分析表明:鲁中山区地形作用对山东省暴雨有重要影响,迎风坡可引起低层气流和水汽的辐合上升运动增强,降水量增加,但偏北气流在迎风坡的水汽辐合不明显,降水量影响不大;山顶引起低层辐合上升运动减弱,辐散下沉运动增强,降水量减小;背风坡引起低层气流和水汽的辐合上升运动增强,降水量增加。  相似文献   

Experimental study of extreme shear stress for shallow flow under simulated rainfall     

Jau‐Yau Lu  Jun‐Ji Lee  Tai‐Fang Lu  Jian‐Hao Hong 《水文研究》2009,23(11):1660-1667

The raindrop impact and overland flow are two major factors causing soil detachment and particle transportation. In this study, the turbulent characteristics of the shallow rain‐impacted water flow were investigated using a 2‐D fibre‐optic laser Doppler velocimetry (FLDV) and an artificial rainfall simulator. The fluctuating turbulent shear stress was computed using digital data processing techniques. The experimental data showed that the Reynolds shear stress follows a probability distribution with heavy tails. The tail probability increases with an increase of rainfall intensity or raindrop diameter, and it decreases with an increase of Reynolds number. A modified empirical equation was derived using both the raindrop diameter and rainfall intensity as independent variables to provide a better prediction of the Darcy‐Weisbach friction coefficient f under rainfall conditions. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

临沂中尺度数值预报系统及应用   总被引：5，自引：1，他引：4  

裴洪芹  邰庆国  吴君  张京英  王庆华 《气象科技》2007,35(4):464-469

介绍了临沂中尺度数值预报系统及预报产品的释用和模式系统应用雷达资料情况,并对2005年6~10月的业务运行结果进行了检验,对小雨和中雨预报效果较好,TS评分较高,对夜间温度预报平均值绝对误差在1.52~2.52℃之间,平均均方根误差在2.01~2.93℃之间。该系统降水预报质量较高,气温预报误差小,准确率高,对定时、定点、定量的精细化预报具有较高的参考价值。应用自主开发的SDAF软件包,对系统的预报产品进行释用,研制了暴雨、空气质量、极端气温、干热风等预报方法。将多普勒雷达回波强度加入模式,改变模式水汽场,明显改进了预报。对径向速度反演降水系统内部风场进入中尺度模式进行了初步试验,得出了一些有益结论。  相似文献   

肠鳃类三崎柱头虫再生的研究     

王秋  张学成  李进道 《中国海洋大学学报(自然科学版)》2014,44(3)

在饲养条件下,对青岛辛岛湾潮间带的三崎柱头虫(Balanoglossus misakiensis)的栖息和再生进行研究。6条柱头虫沿生殖翼中后部自切为2段,后段失去摄食、钻洞穴等行为能力和再生前段器官的能力,生存约1个月后解体;前段在1、2天内恢复了摄食、钻洞穴等生活习性,2个月内完成了后段缺失器官的再生,最长存活时间达156d,体长能达到母体体长的一半。113个个体通过手术横切为2段、3段或4段,发现42%的含有吻、领及鳃区的前段虫体,也能够再生全部失去的其他器官;没有吻、领和鳃区的其它片段失去了再生能力。  相似文献   

A multi-gene genetic programming model for estimating stress-dependent soil water retention curves   总被引：1，自引：0，他引：1  

Akhil Garg  Ankit Garg  K. Tai 《Computational Geosciences》2014,18(1):45-56

Soil water retention curve (SWRC) is an important parameter required for seepage modelling in unsaturated soil and is used for analysing rainfall-induced slope failures, design of waste contaminant liners and cover, etc. The influence of stress, which is one of constitutive variables that governs unsaturated soil behaviour on the SWRC, has been well recognised by researchers. Stress is essential for study as it drastically alters the soil fabric which includes macropores, minipores and micropores and thus affects the ability of soil to retain water. Various computational modelling techniques that formulate models based on existing databases such as UNSODA, ISRIC and HYPRES for the estimation of SWRC do not take into account the stress influence on soil behaviour. In the present work, three artificial intelligence (AI) methods of support vector regression, artificial neural network and multi-gene genetic programming (MGGP) have been applied to formulate the mathematical relationship between the water content and input variables such as stress and suction (i.e. stress-dependent soil water characteristic curves (SDSWRCs)). The results indicate that the MGGP model outperforms the other two models and is able to extrapolate the water content values satisfactorily along the stress value of 800 kPa. This MGGP model can then be deployed by experts for the estimation of SDSWRCs, thus eliminating the need for conducting costly and time-consuming experiments.  相似文献   

Discharge prediction using hydraulic characteristics of mean velocity equation     

Tai Ho Choo  Soo Kwon Chae  Hyeon Cheol Yoon  Yeon Moon Choo 《Environmental Earth Sciences》2014,71(2):675-683

Discharge is an important factor in river design for water utilization, water control and hydraulic structures; therefore, an accurate estimation of the discharge is required. At present, a rating curve depicting the relationship between a stage and discharge is used to calculate the discharge from river systems. Although the rating curve has an advantage in that it can predict and use the discharge during the flood season in which the measurement is difficult, there is room for improvement as it does not reflect the hydraulic characteristics of rivers. Therefore, in this study, discharge was predicted using the convenient calculation method with empirical mediating variables of the Manning and Chezy equations which were proposed by the author’s previous research as a new methodology for estimating discharge in an open channel. This was proven, based on the data measured in a meandering open channel system in a lab at the Mississippi River in the US and at the Columbia Del Dique Canal, and an accuracy level at a coefficient of 0.8 was demonstrated. Thus, this method, which reflects the hydraulic characteristics and predicts the discharge in a simple manner, is expected to be convenient in practice.  相似文献   

Evolution of scouring process downstream of grade‐control structures under steady and unsteady flows     

Jau‐Yau Lu  Jian‐Hao Hong  Kai‐Po Chang  Tai‐Fang Lu 《水文研究》2013,27(19):2699-2709

For many incised channels, one of the most common strategies is to install some hard structures, such as grade‐control structures (GCSs), in the riverbed to resist further incision. In this study, a series of experiments, including both steady and unsteady flow conditions, were conducted to investigate the scouring process downstream of a GCS. Three distinct phases, including the initial, developing and equilibrium phases, during the evolution of scour holes were identified. In addition, a semi‐empirical method was proposed to predict the equilibrium scour‐hole profile for the scour countermeasure design. In general, the comparisons between the experimental and simulated results are reasonably consistent. As the studies on temporal variation of the scour depth at GCSs caused by floods are limited, the effect of flood hydrograph shapes on the scour downstream of GCSs without upstream sediment supply was also investigated experimentally in this study. Based on the dimensional analysis and the concept of superposition, a methodology is proposed to simulate the time evolution of the maximum scour depth downstream of a GCS for steady flows. Moreover, the proposed scheme predicts reasonably well the temporal variations of the maximum scour depth for unsteady flows with both single and multiple peak. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Reverse time migration with Gaussian beams using optimized ray tracing systems in transversely isotropic media     

Qiang Liu  Zhen-Chun Li  Jian-En Xiao  Xue-Cheng Xu 《Geophysical Prospecting》2022,70(1):95-107

Prestack depth migration is a key technology for imaging complex reservoirs in media with strong lateral velocity variations. Prestack migrations are broadly separated into ray-based and wave-equation-based methods. Because of its efficiency and flexibility, ray-based Kirchhoff migration is popular in the industry. However, it has difficulties in dealing with the multi-arrivals, caustics and shadow zones. On the other hand, wave-equation-based methods produce images superior to that of the ray-based methods, but they are expensive numerically, especially methods based on two-way propagators in imaging large regions. Therefore, reverse time migration algorithms with Gaussian beams have recently been proposed to reduce the cost, as they combine the high computational efficiency of Gaussian beam migration and the high accuracy of reverse time migration. However, this method was based on the assumption that the subsurface is isotropic. As the acquired azimuth and maximum offsets increase, taking into account the influence of anisotropy on seismic migration is becoming more and more crucial. Using anisotropic ray tracing systems in terms of phase velocity, we proposed an anisotropic reverse time migration using the Gaussian beams method. We consider the influence of anisotropy on the propagation direction and calculate the amplitude of Gaussian beams with optimized correlation coefficients in dynamic ray tracing, which simplifies the calculations and improves the applicability of the proposed method. Numerical tests on anisotropic models demonstrate the efficiency and accuracy of the proposed method, which can be used to image complex structures in the presence of anisotropy in the overburden.  相似文献