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Nucleation in Metallic Melt on the Ground and under Elevated Gravity 被引量:9
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作者 Kuiying CHEN Zhuangqi HU and Bingzhe DING (State Key Lab of RSA, Institute of Metal Research, Chinese Academy of Sciences, Shenyang, 110015, China)(To whom correspondence should be addressed) 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 1994年第4期307-309,共3页
The expressions for nucleation rate in metallic melt on the ground and under elevated gravity have been derived theoretically and the effects of gravity and elevated gravity on nucleation rate have been discussed. A c... The expressions for nucleation rate in metallic melt on the ground and under elevated gravity have been derived theoretically and the effects of gravity and elevated gravity on nucleation rate have been discussed. A comparison of nucleation rate under microgravity with those on the ground and under elevated gravity has also been made 展开更多
关键词 exp Nucleation in Metallic Melt on the Ground and under elevated gravity
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Estimation of drift limits for different seismic damage states of RC frame staging in elevated water tanks using Park and Ang damage index 被引量:1
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作者 Suraj O.Lakhade Ratnesh Kumar O.R.Jaiswal 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2020年第1期161-177,共17页
Damage to elevated water tanks in past earthquakes can be attributed to the poor performance of their supporting frame staging. In order to ascertain the performance of these elevated water tanks, it is crucial to cat... Damage to elevated water tanks in past earthquakes can be attributed to the poor performance of their supporting frame staging. In order to ascertain the performance of these elevated water tanks, it is crucial to categorize the damage in quantifiable damage states. Among various parameters to quantify the damage states, the top drift of frame staging can be conveniently correlated to the different damage levels. In literature, drift limits corresponding to different damage states of the frame staging of the elevated water tank are not available. In the present study, drift limits for RC frame staging in elevated water tanks corresponding to different seismic damage states have been proposed. Various damage states of the elevated water tank have been determined using the Park and Ang damage index. The Park and Ang damage index utilizes results of both pushover analysis and incremental dynamic analysis. Twelve models of elevated water tanks have been developed considering variation in staging height and tank capacity. Incremental dynamic analysis has been performed using the suite of twelve actual earthquake ground motions. Based on the regression analysis between damage indexes and drift, limiting drift values for each damage state are proposed. 展开更多
关键词 elevated water tank frame staging damage states drift limit 3D modelling incremental dynamic analysis pushover analysis
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Stable response of low-gravity liquid non-linear sloshing in a circle cylindrical tank 被引量:1
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作者 贺元军 马兴瑞 王本利 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2007年第10期1273-1285,共13页
Under pitch excitation, the sloshing of liquid in circular cylindrical tank includes planar motion, rotary motion and rotary motion inside planar motion. The boundaries between stable motion and unstable motion depend... Under pitch excitation, the sloshing of liquid in circular cylindrical tank includes planar motion, rotary motion and rotary motion inside planar motion. The boundaries between stable motion and unstable motion depend on the radius of the tank, the liquid height, the gravitational intension, the surface tensor and the sloshing damping. In this article, the differential equations of nonlinear sloshing are built first. And by variational principle, the Lagrange function of liquid pressure is constructed in volume intergration form. Then the velocity potential function is expanded in series by wave height function at the free surface. The nonlinear equations with kinematics and dynamics free surface boundary conditions through variation are derived. At last, these equations are solved by multiple-scales method. The influence of Bond number on the global stable response of nonlinear liquid sloshing in circular cylinder tank is analyzed in detail. The result indicates that variation of amplitude frequency response characteristics of the system with Bond, jump, lag and other nonlinear phenomena of liquid sloshing are investigated. 展开更多
关键词 circle cylindrical tank nonlinear sloshing low-gravity multiple scales method stable response
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Experimental Study on Sloshing Characteristics in the Elastic Tank Based on Morlet Wavelet Transform 被引量:2
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作者 JIANG Mei-rong ZHONG Wen-jun +4 位作者 YU Jian-xing LIU Pei-lin YIN Han-jun WANG Shou-dong MA Yu-xiang 《China Ocean Engineering》 SCIE EI CSCD 2018年第4期400-412,共13页
Hydroelastic effect of sloshing is studied through an experimental investigation. Different excitation frequencies are considered with low-fill-depth and large amplitude. Morlet wavelet transform is introduced to anal... Hydroelastic effect of sloshing is studied through an experimental investigation. Different excitation frequencies are considered with low-fill-depth and large amplitude. Morlet wavelet transform is introduced to analyze the free surface elevations and sloshing pressures. It focuses on variations and distributions of the wavelet energy in elastic tanks. The evolutions of theoretical and experimental wavelet spectra are discussed and the corresponding Fourier spectrums are compared. Afterwards, average values of the wavelet spectra are extracted to do a quantitative study at various points. From the wavelet analysis, sloshing energies are mainly distributed around the external excitation frequency and expanded to high frequencies under violent condition. In resonance, experimental wavelet energy of the elevation in elastic tanks is obviously less than that in the rigid one; for sloshing pressures, the elastic wavelet energy close to the rigid one and conspicuous impulse is observed. It recommends engineers to concern the primary natural frequency and impulsive peak pressures. 展开更多
关键词 SLOSHING elastic tank wavelet transform free surface elevation PRESSURE
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Wood specific gravity of some tree species in the Garhwal Himalayas, India 被引量:2
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作者 Mehraj A.SHEIKH Munesh KUMAR Jahangeer A.BHAT 《Forestry Studies in China》 CAS 2011年第3期225-230,共6页
Estimation of terrestrial biomass depends critically on reliable information about wood specific gravity of forest trees. In recent years, wood specific gravity has become more important when exploring the universalit... Estimation of terrestrial biomass depends critically on reliable information about wood specific gravity of forest trees. In recent years, wood specific gravity has become more important when exploring the universality of functional traits of plants and estimating their global carbon stocks. To estimate their specific gravity, wood samples were collected from a total of 34 tree species, 30 from lower elevations and 4 from upper elevations in the Garhwal Himalayas, India. The results show that the average wood specific gravity was 0.631 (ranging between 0.275 ± 0.01 and 0.845 ± 0.03) for the species at lower elevations and 0.727 (ranging between 0.628 ± 0.02 and 0.865 ± 0.02) for the upper elevations. The average wood specific gravity for the upper elevation species was 9.6% greater than that for the species at lower elevations. Aegle marmelos among the lower elevation species and Quercus leucotrichophora among the upper elevation species had the highest wood specific gravity, which were 0.845 ± 0.03 and 0.865 ± 0.02, respectively. 展开更多
关键词 specific gravity BIOMASS elevATION
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Gravity Survey on the Mizuho Plateau, East Antarctica: SEAL Seismic Exploration in 2001-2002
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作者 Shigeru Toda Hiroki Miyamachi +4 位作者 Masaki Kanao Takeshi Matsushima Masamitsu Takada Atsushi Watanabe Mikiya Yamashita 《International Journal of Geosciences》 2014年第2期146-155,共10页
A gravity survey on Mizuho Plateau was carried out in austral summer of 2001-2002 by the 43rd Japanese Antarctic Research Expedition (JARE-43), as one of the geophysical measurements of deep seismic exploration. Gravi... A gravity survey on Mizuho Plateau was carried out in austral summer of 2001-2002 by the 43rd Japanese Antarctic Research Expedition (JARE-43), as one of the geophysical measurements of deep seismic exploration. Gravity measurements were conducted at 151 points in approximately 1 km interval along the 150 km profile. Considering the gravity effect from the ice-sheet, Free-air and Bouguer anomalies were calculated by using precise GPS locations. Furrowed and basin-like negative Free-air anomalies were observed in middle and northern parts of the profile. Bouguer anomalies were calculated by two bedrock elevation data obtained from seismic refraction and radio-echo sounding. High resolution model for bedrock elevation by radio-echo sounding was applied in determining the crustal thickness. 展开更多
关键词 gravity Survey Mizuho PLATEAU BEDROCK elevATION Bouguer gravity ANOMALY CRUSTAL Thickness
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Gravity Survey along the Mizuho Traverse Routes, East Antarctica: SEAL Seismic Exploration in 1999-2000
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作者 Shigeru Toda Hiroki Miyamachi +2 位作者 Hiroshi Murakami Tomoki Tsutsui Masaki Kanao 《International Journal of Geosciences》 2013年第10期1392-1400,共9页
A gravity survey was conducted along the Mizuho traverse routes in austral summer of 1999-2000 by the 41st Japanese Antarctic Research Expedition (JARE-41). The main purpose of the survey was to obtain detail gravity ... A gravity survey was conducted along the Mizuho traverse routes in austral summer of 1999-2000 by the 41st Japanese Antarctic Research Expedition (JARE-41). The main purpose of the survey was to obtain detail gravity anomaly along the traverse routes, where deep seismic exploration was simultaneously conducted in order to obtain a fine crustal structure of the Mizuho Plateau. By using SCINTREX (CG-3M) gravity meter, the survey was carried out at 160 sites with about 1 km interval in a distance of 190 km from S16 to Z20 on the traverse routes. Free-air and Bouguer anomalies were calculated using precise locations by GPS measurements, by taking into account an effect of the thick icesheet. The furrowed negative Free-air anomalies are identified around H192, where middle points of the whole traverse routes. Two bedrock elevation models derived both by seismic refraction analyses and radio-echo sounding might correspond to the bottom and the top of a mixture layer composed from ice-moraine rocks over the bedrock surface. Thickness of the crust estimated by Bouguer anomalies is 0.5 - 1 km larger toward inland at the terminal point of Z20 along the profile. 展开更多
关键词 gravity Survey Mizuho TRAVERSE Routes BEDROCK elevATION Bouguer gravity ANOMALY CRUSTAL Structure
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Resting Study of Tracer Experiment on Catalytic Wet Oxidation Reactor under Micro-gravity and Earth Gravity Conditions
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作者 YANG Ji JIA Jin-ping 《Chemical Research in Chinese Universities》 SCIE CAS CSCD 2005年第6期702-706,共5页
The International Space Station(ISS) employs catalytic wet oxidation carried out in a Volatile Reactor Assembly (VRA) for water recycling. Previous earth gravity experiments show that the VRA is very effective at ... The International Space Station(ISS) employs catalytic wet oxidation carried out in a Volatile Reactor Assembly (VRA) for water recycling. Previous earth gravity experiments show that the VRA is very effective at removing polar, low molecular weight organics. To compare the reactor performance under micro-gravity and Earth gravity conditions, a tracer study was performed on a space shuttle in 1999 by using 0.2% potassium carbonate as the chemical tracer. In this paper, the experimental data were analyzed and it is indicated that the reactor can be considered as a plug flow one under both micro-gravity and earth gravity experimental conditions. It has also been proved that dispersion is not important in the VRA reactor under the experimental conditions. Tracer retardation was observed in the experiments and it is most likely caused by catalyst adsorption. It is concluded that the following reasons may also have influence on the retardation of mean residence time : (1) the liquid can be held by appurtenances, which will retard the mean residence time; (2) the pores can hold the tracer, which can also retard the mean residence time. 展开更多
关键词 Tracer study Micro-gravity Dispersion model tank in series model Catalytic wet oxidation
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2024年2月17—23日中国大范围强寒潮雨雪冰冻强对流过程涉及的若干问题 被引量:1
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作者 俞小鼎 费海燕 王秀明 《气象》 CSCD 北大核心 2024年第9期1033-1042,共10页
2024年2月中下旬我国出现一次多灾种高影响天气过程。这是一次几十年一遇的过程,出现了大范围强寒潮雨雪冰冻天气并伴随强对流发生,涉及到强寒潮、沙尘、降雨、降雪、冻雨,以及强对流和伴随的大冰雹和雷暴大风,多种高影响天气在一次过... 2024年2月中下旬我国出现一次多灾种高影响天气过程。这是一次几十年一遇的过程,出现了大范围强寒潮雨雪冰冻天气并伴随强对流发生,涉及到强寒潮、沙尘、降雨、降雪、冻雨,以及强对流和伴随的大冰雹和雷暴大风,多种高影响天气在一次过程中都有所呈现,其过程之复杂异常罕见。本文针对此次过程中值得深入探讨的问题、高影响天气发生发展可能机理、相应的预报挑战等进行简要梳理,为后续对此次过程的细致和深入分析研究做一个引子。 展开更多
关键词 雨雪冰冻 强对流 高架对流 条件对称不稳定 重力波
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含聚污水重力沉降分离过程淤泥增长特性预测
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作者 李金玲 戚向东 王志华 《油气田环境保护》 CAS 2024年第5期5-12,共8页
重力沉降作为污水处理的基本工艺,其常用设施重力沉降罐在运行过程中,来水中的悬浮物会不断向罐底沉积形成淤泥,为了防止水质二次污染,保障设施的高效运行,需根据淤泥量来制定清淤方案。文章基于大庆某油田污水处理站运行实际,从日处理... 重力沉降作为污水处理的基本工艺,其常用设施重力沉降罐在运行过程中,来水中的悬浮物会不断向罐底沉积形成淤泥,为了防止水质二次污染,保障设施的高效运行,需根据淤泥量来制定清淤方案。文章基于大庆某油田污水处理站运行实际,从日处理量、含聚浓度、悬浮物含量、含油量、悬浮物脱除率等特征量出发,通过构建重力沉降罐清淤数据集,分析各特征量间的关系,并确定影响淤泥增长的主导因素,进而基于BP神经网络架构建立淤泥增长速率预测模型。研究结果表明,污水中含聚浓度在一定程度上影响含油量和悬浮物含量,随着沉降罐日处理量的增加,油珠脱除率和悬浮物脱除率降低,淤泥增长速率正相关于污水悬浮物含量、悬浮物脱除率和含聚浓度,基于生产数据训练的预测模型拟合度分布在0.9以上,满足精度要求,为污水沉降罐清淤操作的时间选择提供了依据和方法。 展开更多
关键词 重力沉降 沉降罐清淤 淤泥增长速率 BP神经网络 含聚污水
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航空重力梯度地形改正 被引量:1
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作者 黄佳喜 边少锋 纪兵 《测绘学报》 EI CSCD 北大核心 2024年第8期1540-1551,共12页
地形改正是航空重力梯度数据处理的重要环节,其改正精度不仅取决于地形精度和分辨率,还与改正模型有关。本文基于棱柱积分公式研究了地形精度和分辨率、观测点高程误差对地形改正的影响,导出了一种量化评估模型。为了在不降低改正精度... 地形改正是航空重力梯度数据处理的重要环节,其改正精度不仅取决于地形精度和分辨率,还与改正模型有关。本文基于棱柱积分公式研究了地形精度和分辨率、观测点高程误差对地形改正的影响,导出了一种量化评估模型。为了在不降低改正精度的前提下提高计算效率,设计了一种基于CUDA的棱柱积分并行算法,在GPU端实现了地形改正分量的快速计算。分别在地形起伏平缓和剧烈区域进行模型验证,结果表明,当测量高度大于40 m时,精度优于0.5 m的10 m分辨率地形数据可使地形改正精度优于1 E,验证了本文量化评估模型的有效性。棱柱积分并行算法在普通GPU显卡上实现了15倍以上的效率提升,在NVIDIA TiTan V专业计算显卡上效率提升了150倍以上,完全能够满足大范围高精度地形改正应用需求。本文的量化评估模型和并行算法可为航空重力梯度测量任务设计和数据处理提供参考。 展开更多
关键词 航空重力梯度 地形改正 高程精度 量化评估模型 GPU并行计算
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基于数字高程模型的月球精细重力场建模研究进展 被引量:1
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作者 杨萌 张宝玉 +4 位作者 燕兴元 李媛 张吴明 钟敏 冯伟 《地球与行星物理论评(中英文)》 2024年第5期513-523,共11页
月球重力场精细建模是构建月球高程基准、开展月球内部结构探测及科学研究的基础性工作.单纯基于航天器轨道数据构建的月球重力场模型空间分辨率有限,难以满足精细重力场研究的需求.高分辨率地形模型的获取为月球精细重力场建模研究提... 月球重力场精细建模是构建月球高程基准、开展月球内部结构探测及科学研究的基础性工作.单纯基于航天器轨道数据构建的月球重力场模型空间分辨率有限,难以满足精细重力场研究的需求.高分辨率地形模型的获取为月球精细重力场建模研究提供了新的机遇.本文从月球全球重力场模型及评估方法、高分辨率精细重力场建模的理论技术和研究成果方面介绍当前月球精细重力场建模的现状和进展.在此基础上,本文从数据更新、高频重力场建模的误差改正问题、计算效率以及球谐分析的级数发散问题等方面系统总结了基于精细数字高程模型(DEM)的月球重力场建模中存在的关键理论问题和技术挑战,并探讨了下一步亟需开展的研究工作,为月球和其他类地行星的重力场研究提供参考. 展开更多
关键词 月球重力场 数字高程模型(DEM) 残差地形模型(RTM) 重力场模型评估
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径向基函数拟合重力大地水准面与GNSS/水准偏差的研究
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作者 杨蔚然 刘焕玲 +2 位作者 文汉江 敖敏思 杨熙 《导航定位学报》 CSCD 北大核心 2024年第6期118-127,共10页
针对重力似大地水准面与实测全球导航卫星系统(global navigation satellite system,GNSS)/水准确定的几何似大地水准面存在偏差的问题,尝试利用球面径向基函数基于重力似大地水准面高程异常和实测GNSS/水准高程异常的差异建立校正模型... 针对重力似大地水准面与实测全球导航卫星系统(global navigation satellite system,GNSS)/水准确定的几何似大地水准面存在偏差的问题,尝试利用球面径向基函数基于重力似大地水准面高程异常和实测GNSS/水准高程异常的差异建立校正模型,以提高区域似大地水准面的精度,试验结果表明:球面径向基函数可以将重力似大地水准面有效校正至几何似大地水准面,校正后GNSS/水准检核点高程异常的差异由7.58 cm减小至4 cm以内;点质量函数、二阶径向多极函数、泊松核函数和二阶泊松小波基函数的校正效果差异在1 mm以内,可忽略不计;相比多项式方法拟合法,球面径向基函数校正方法精度更高,高程异常的精度由3.9 cm提高至3.2 cm以内。 展开更多
关键词 球面径向基函数 重力场模型 似大地水准面 拟合模型 高程异常
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DQM2022系列超高阶地球重力场模型构建及其精度评估
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作者 王云鹏 刘晓刚 +2 位作者 李琦 李端 方柳 《测绘学报》 EI CSCD 北大核心 2024年第8期1505-1516,共12页
本文基于椭球谐分析,提出了超高阶地球重力场模型构建的局部积分改进迭代法和全球积分改进迭代法,解决了传统的局部积分改进法存在的局限性,有效提高了改进模型在中国地区的适用精度。选择EGM2008、EIGEN-6C4地球重力场模型作为初始模型... 本文基于椭球谐分析,提出了超高阶地球重力场模型构建的局部积分改进迭代法和全球积分改进迭代法,解决了传统的局部积分改进法存在的局限性,有效提高了改进模型在中国地区的适用精度。选择EGM2008、EIGEN-6C4地球重力场模型作为初始模型,利用中国及周边地区最新的5′×5′实测格网平均重力异常数据,构建了DQM2022系列超高阶地球重力场模型,其完全阶次均为2190。采用地面实测重力异常、GNSS/水准、天文大地垂线偏差等数据对改进模型进行精度评估。结果显示:①相对于初始模型,改进模型表示中国地区重力场的精度显著提高,重力异常精度提高了2.4~2.8 mGal,高程异常精度提高了1.0~2.4 cm,垂线偏差精度提高了0.07″~0.15″;②在表示中国地区重力场时,基于EIGEN-6C4初始模型构建的改进模型精度最高,高程异常精度约为10.6 cm,垂线偏差精度约为2.1″。 展开更多
关键词 局部积分改进迭代法 全球积分改进迭代法 超高阶地球重力场模型 椭球谐分析 重力异常 高程异常 垂线偏差
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高阶重力场模型的高程异常差值改正方法研究
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作者 郜士彬 陈科 +2 位作者 袁伟 汪诗奇 李曦凌 《地理空间信息》 2024年第11期117-121,共5页
通过水准仪测量获取区域高程控制网点正常高的方式,精度高但耗时费力。首先利用EGM2008、EIGEN-6C4、XGM2019e_2159和SGG-UGM-2四种高阶全球重力场模型获取高程异常,再利用少量GNSS水准控制点获取真实高程异常,最后采用平均差值改正短... 通过水准仪测量获取区域高程控制网点正常高的方式,精度高但耗时费力。首先利用EGM2008、EIGEN-6C4、XGM2019e_2159和SGG-UGM-2四种高阶全球重力场模型获取高程异常,再利用少量GNSS水准控制点获取真实高程异常,最后采用平均差值改正短波值方法快速获取高程异常。结合滇中引水工程307个GNSS水准控制点成果,以验证东西方向10 km、20 km、40 km和80 km距离范围内的高程异常改正效果。结果表明,在东西方向40 km内采用4个和2个GNSS水准控制点改正4种模型的高程异常中误差在±5 cm以内,平均中误差改正率接近50%,其中XGM2019e_2159模型整体上更符合似大地水准面。该方法可提高小区域范围内高程异常获取的精度和效率。 展开更多
关键词 高程异常 重力场模型 正常高 平均差值改正
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水厂斜管沉淀池减排改造方案
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作者 严军开 黄卫星 +2 位作者 刘世茂 刘秀庭 陈德汉 《大氮肥》 CAS 2024年第1期63-66,共4页
通过分析水厂斜管沉淀池结构、工作原理和操作方法,提出将斜管沉淀池清水区清水引排至水厂原水池用作原水,有效解决了斜管沉淀池排空清洗工况下,泥处理系统汇泥池总入流量超高限等问题。
关键词 斜管沉淀池 泥处理系统 提升泵
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珠峰高程测量峰顶重力测量仪的选型及改进
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作者 何志堂 秦佩 +4 位作者 任秀波 王斌 康胜军 黄海潮 薛振海 《地质装备》 2024年第3期18-25,共8页
主要阐述了珠穆朗玛峰峰顶重力测量重力仪的选型、改进和野外试验。根据珠峰重力测量的环境条件和技术要求制定了仪器选型和参数指标要求,对备选相对重力仪的对应指标参数进行分析,决定采用Z2020相对重力仪。针对Z2020相对重力仪的具体... 主要阐述了珠穆朗玛峰峰顶重力测量重力仪的选型、改进和野外试验。根据珠峰重力测量的环境条件和技术要求制定了仪器选型和参数指标要求,对备选相对重力仪的对应指标参数进行分析,决定采用Z2020相对重力仪。针对Z2020相对重力仪的具体参数和硬件实际情况,结合珠峰地区恶劣的自然环境,对其计数器传动系统、光学照明系统、测程调节系统、传动系统进行了改进,并进行了低温测试、野外性能试验。实验结果表明,改进后的Z2020相对重力仪满足峰顶重力测量的技术要求。珠穆朗玛峰峰顶重力测量实施结果表明:改进后的Z2020相对重力仪操作方便,性能稳定,成果可靠,提高了在珠穆朗玛峰峰顶重力测量实际环境中的适应性,确保了任务的技术要求和工程实现。 展开更多
关键词 珠峰高程测量 重力测量 相对重力仪
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基于EGM2008模型的重力观测点GPS高程转换 被引量:19
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作者 冯林刚 张锁祥 蒙奎文 《物探与化探》 CAS CSCD 北大核心 2010年第4期549-552,共4页
在重力勘探工作中,重力成果的精度受重力观测点高程的影响尤为明显。在分析了EGM2008模型的精度基础上,提出一种基于该模型的重力观测点GPS高程转换方法,并利用某地区GPS水准资料,对转换方法的可行性进行验证分析,结果表明,这种方法完... 在重力勘探工作中,重力成果的精度受重力观测点高程的影响尤为明显。在分析了EGM2008模型的精度基础上,提出一种基于该模型的重力观测点GPS高程转换方法,并利用某地区GPS水准资料,对转换方法的可行性进行验证分析,结果表明,这种方法完全适用于中小比例尺重力勘探工作。 展开更多
关键词 EGM2008模型 GPS 高程转换 重力勘探
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大地水准面起伏对重力归算的影响研究 被引量:5
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作者 张品 申重阳 +3 位作者 杨光亮 王同庆 陈兆辉 张双喜 《大地测量与地球动力学》 CSCD 北大核心 2017年第3期306-310,共5页
针对目前重力探测中重力改正时常用的两个高程参考系统存在偏差这一事实,选取两个大地水准面起伏变化较大的剖面区域,分析大地水准面起伏对重力归算的影响。结果表明,剖面跨度和剖面大地水准面起伏梯度都会对布格重力异常产生影响,所以... 针对目前重力探测中重力改正时常用的两个高程参考系统存在偏差这一事实,选取两个大地水准面起伏变化较大的剖面区域,分析大地水准面起伏对重力归算的影响。结果表明,剖面跨度和剖面大地水准面起伏梯度都会对布格重力异常产生影响,所以当重力探测区域大地水准面起伏差距较大时,大地水准面与参考椭球面之间的差异对重力归算的影响比较突出,在利用布格重力异常反演、解释地壳密度结构时,大地水准面起伏的影响必须考虑。 展开更多
关键词 重力探测 高程系统 大地水准面起伏 布格重力异常
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考虑液体晃动和罐底提离储液罐的研究 被引量:13
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作者 郑天心 王伟 吴灵宇 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2007年第2期173-176,共4页
一直以来没有一个简便、有效的模型来模拟壳-液的多种移动边界、几何大变形和流体液面大幅晃动、粘性等多种非线性因素耦合作用的三维的地震反应分析问题.运用大型有限元程序ANSYS中的单元建立考虑液体晃动和罐底提离的储液罐模型,分析... 一直以来没有一个简便、有效的模型来模拟壳-液的多种移动边界、几何大变形和流体液面大幅晃动、粘性等多种非线性因素耦合作用的三维的地震反应分析问题.运用大型有限元程序ANSYS中的单元建立考虑液体晃动和罐底提离的储液罐模型,分析了地震作用下无锚固储液罐的动力响应.通过与经典的C lough试验结果进行比较,验证了所建模型的可靠性.模型在数值分析结果中成功的再现了液面的大幅晃动的现象和无锚固储液罐的罐底提离现象. 展开更多
关键词 立式储液罐 液体晃动 提离 接触分析
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