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垂直结构群落系统优化算法 被引量:1
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作者 黄光球 陆秋琴 《计算机科学》 CSCD 北大核心 2020年第4期194-203,共10页
为了求解一类复杂非线性优化问题的全局最优解,基于采用垂直结构群落动力学理论,提出了一种新的垂直结构群落系统优化算法,简称为VS-CSO算法。该算法将优化问题的搜索空间视为一个生态系统,该生态系统具有若干个垂直结构分叉营养水平,... 为了求解一类复杂非线性优化问题的全局最优解,基于采用垂直结构群落动力学理论,提出了一种新的垂直结构群落系统优化算法,简称为VS-CSO算法。该算法将优化问题的搜索空间视为一个生态系统,该生态系统具有若干个垂直结构分叉营养水平,在各个营养水平中生活着不同种类的生物种群;在每个种群内,有若干生物个体在活动;生物个体不能跨种群迁移,但在同类种群中会相互影响。各种群以循环捕食-被食或资源-消耗连接在一起。运用垂直结构群落动力学模型开发出了通吃算子、择食算子、干扰算子、侵染算子、新生算子、死亡算子。其中,通吃算子和择食算子可实现个体跨种群的信息交换,而干扰算子和侵染算子可实现种群内部个体之间的信息交换,从而确保个体间信息的充分交换;新生算子可适时补充新个体到种群中,而死亡算子可将种群中的虚弱个体适时清除掉,从而大幅提升算法跳出局部陷阱的能力。在求解过程中,VS-CSO算法每次只对极少变量进行处理,因此可求解高维优化问题。测试结果表明,VS-CSO算法能求解一类非常复杂的单峰函数、多峰函数和复合函数优化问题,其求精能力、探索能力及两者的协调性均优良,且具有全局收敛性的特点。该算法为求解一些较高维复杂函数优化问题的全局最优解提供了可行方案。 展开更多
关键词 群智能优化算法 垂直结构群落动力 种群动力 全局最优解
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不同触发条件下吉林省一次极端暴雪大风天气过程诊断分析 被引量:11
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作者 王宁 秦玉琳 +2 位作者 姚帅 王婷婷 牛立强 《气象与环境学报》 2017年第3期1-9,共9页
利用常规气象观测资料、区域自动气象站降水观测资料和NCEP(National Centers for Environmental Prediction)的1°×1°逐6 h再分析资料,对2015年2月21—22日吉林省一次极端暴雪大风天气过程进行诊断分析。结果表明:高空... 利用常规气象观测资料、区域自动气象站降水观测资料和NCEP(National Centers for Environmental Prediction)的1°×1°逐6 h再分析资料,对2015年2月21—22日吉林省一次极端暴雪大风天气过程进行诊断分析。结果表明:高空冷涡配合地面蒙古气旋东移发展为形成暴雪的重要因素,850 hPa温压场反位相叠加符合吉林省典型大风天气的形势。此次降雪过程可以分为暖区和冷区降雪两个阶段,第一个阶段降雪由低空南风急流触发,来源于渤海和黄海的水汽异常丰沛,动力条件相对较弱;第二个阶段降雪水汽条件弱于第一个阶段,水汽主要来源于低涡北部的偏东风急流和偏北风急流,汇集日本海的水汽集中向西输送,但动力条件强于第一个阶段降雪,强降雪期间伴随明显的干侵入及锋生过程,冷空气作用显著。强降雪发生时,回波强度一般为15—25 dBz,且回波高度≤4 km,同时冷区降雪强度还与切变线的加强和冷空气的入侵密切相关。 展开更多
关键词 水汽输送 干侵入 动力垂直结构 锋生过程 雷达回波
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华北地区雪密度不同的两次降雪过程对比分析 被引量:16
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作者 陈双 符娇兰 《气象》 CSCD 北大核心 2021年第1期36-48,共13页
利用加密降雪观测资料、地面常规观测、FY-2E卫星观测及ERA5再分析资料对华北地区两次融化比存在显著差异的降雪过程其降雪特征、云内垂直热动力结构、降水粒子垂直分布、地面气温和地表温度等进行了对比分析,揭示了热动力垂直结构和水... 利用加密降雪观测资料、地面常规观测、FY-2E卫星观测及ERA5再分析资料对华北地区两次融化比存在显著差异的降雪过程其降雪特征、云内垂直热动力结构、降水粒子垂直分布、地面气温和地表温度等进行了对比分析,揭示了热动力垂直结构和水汽条件对降雪过程的雪密度影响。结果表明:融化比较大降雪过程(简称“0103”过程)整层温度偏低,位于对流层低层的-18~-12℃温度层较为深厚,与最大上升运动中心、水汽饱和区相重合,有利于树枝状雪花的形成进而产生较大融化比,其云中粒子以冰相粒子为主;融化比较小降雪过程(简称“1129”过程)整层温度偏高,前述温度层位于对流层高层,较为浅薄,且位于最大上升运动中心下方,其云层下部存在较多过冷水滴,有利于凇附作用进而产生较小融化比;“0103”过程短波槽较浅,导致最大动力抬升层次低,-18~-12℃温度层位于暖锋锋区附近,锋前暖平流有利于深厚温度层的建立和维持,水汽主要来自低层偏东气流输送,导致其水汽含量偏小;“1129”过程主要由高空槽前暖湿气团沿冷锋锋面爬升所引起,动力抬升位于中高层,-18~-12℃温度层位于冷锋锋区上部,温度直减率大,导致-18~-12℃温度层较为浅薄,中层西南风水汽输送提供了有利水汽条件。 展开更多
关键词 积雪 融化比 水汽条件 动力垂直结构
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Hydrodynamic Characteristics of Three Rows of Vertical Slotted Wall Breakwaters 被引量:5
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作者 Majed O. Alsaydalani Mohammed A. N. Saif Medhat M. Helal 《Journal of Marine Science and Application》 CSCD 2017年第3期261-275,共15页
In this study, we examine the hydrodynamic characteristics of three rows of vertical slotted wall breakwaters in which the front and middle walls are permeable and partially immersed in a water channel of constant dep... In this study, we examine the hydrodynamic characteristics of three rows of vertical slotted wall breakwaters in which the front and middle walls are permeable and partially immersed in a water channel of constant depth, whereas the third wall is impermeable. The wave–structure interaction and flow behavior of this type of breakwater arrangement are complicated and must be analyzed before breakwaters can be appropriately designed. To study the hydrodynamic breakwater performance, we developed a mathematical model based on the eigenfunction expansion method and a least squares technique for predicting wave interaction with three rows of vertical slotted wall breakwaters. We theoretically examined the wave transmission, reflection, energy loss, wave runup, and wave force under normal regular waves. Comparisons with experimental measurements show that the mathematical model results adequately reproduce most of the important features. The results of this investigation provide a better understanding of the hydrodynamic performance of triple-row vertical slotted wall breakwaters. 展开更多
关键词 slotted breakwaters mathematical models transmission coefficient reflection coefficient energy-loss coefficient wave runup wave force
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Shaking table tests and numerical simulation of dynamic properties of underground structures
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作者 ZHOU Lincong ZHENG Yifeng PAN Shunchun 《Global Geology》 2009年第3期168-173,共6页
It is considered thai the damage of the underground structures caused by earthquakes is minor for a long time. However, the catastrophic damages induced by several recent earthquakes (e. g. Kobe earthquake in 1995 )... It is considered thai the damage of the underground structures caused by earthquakes is minor for a long time. However, the catastrophic damages induced by several recent earthquakes (e. g. Kobe earthquake in 1995 ) revealed that the study on the dynamic properties of the underground structures is indispensable. The dynamic behavior and damage mechanism of underground structure are analyzed by using shaking table tests ( both shallow-and deep-buried) and numerical simulation (3D FEM) including horizontal and vertical input motions, individually and simultaneously. From the results, the underground structure collapsed due to strong horizontal forces although vertical deformation is not negligible. The vertical excitation increases the response of structure, especially the stress and shear stress at the upper section; the soil influenced the property of soilstructure system. In the same excitation, the response in shallow-buried test is larger than deep case. Both overburden and vertical earthquake play important roles in the response of structure and those are two critical aspects in the design of the large-span underground structures, such as subway stations. 展开更多
关键词 underground structures EARTHQUAKE shaking table test SIMULATION
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Modeling study of residence time and water age in Dahuofang Reservoir in China 被引量:18
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作者 SHEN YongMing WANG JinHua +4 位作者 ZHENG BingHui ZHEN Hong FENG Yu WANG ZaiXing YANG Xu 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2011年第1期127-142,共16页
Understanding the dynamics of water renewal in a reservoir is essential when the transport and fate of dissolved substances are evaluated.A three-dimensional hydrodynamic model was implemented to compute average resid... Understanding the dynamics of water renewal in a reservoir is essential when the transport and fate of dissolved substances are evaluated.A three-dimensional hydrodynamic model was implemented to compute average residence time and water age in Dahuofang Reservoir in China.The model was verified for a one-year time period in 2006.A simulation reproduced intra-annual variation of mixing represented by the fall/winter mixing and the spring/summer stratification.The simulated variation of vertical thermal structures also matched observation.The spatially varying average residence times and age distribution were investigated through a series of numerical experiments using a passively dissolved and conservative tracer as a surrogate.Residence time estimations yield a broad range of values depending on the position.The average residence time for a tracer placed at the head of the reservoir under high-,mean-,and low flow conditions was found to be about 125,236 and 521 days,respectively.The age simulation reveals that the age distribution is a function of the freshwater discharge.In the vertical direction,the age of the surface layers is larger than that of the bottom layers and the age difference between the surface and bottom layers decreases further downstream.The density-induced circulation plays an important role in the circulation in the reservoir,and can generate vertical age distribution in the reservoir.These findings provide useful information for understanding the transport process in Dahuofang Reservoir that can be used to assist the water quality management of the reservoir. 展开更多
关键词 Dahuofang reservoir RESERVOIR three-dimensional model residence time age
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