粗骨料对混凝土界面过渡区氯离子扩散性能影响     

王元战  吕彦伟  龙俞辰  吴林键 《海洋工程》2018,36(2):73-82

通过室内干湿循环条件下混凝土中氯离子扩散试验,实测得到6种不同粗骨料体积分数的混凝土试件在不同时刻、不同深度处的氯离子浓度。经回归分析得到了不同粗骨料体积分数下混凝土的氯离子整体扩散系数,其值随粗骨料体积分数的增加而减小。同时,探讨了粗骨料的稀释、曲折和界面过渡区效应对混凝土中氯离子扩散的影响。在此基础上,同时考虑粗骨料体积分数Vf和界面过渡区厚度h的影响系数α(Vf,h),建立混凝土界面过渡区氯离子扩散系数模型,界面过渡区氯离子扩散系数随粗骨料体积分数的增大呈近乎线性地减小,随界面过渡区厚度的增大先显著减小而后逐渐趋于平稳。最后,将建立的界面过渡区氯离子扩散系数模型应用于混凝土中氯离子扩散的三维细观数模中。结果表明:细观数模计算结果与物理试验实测数据在变化趋势和数值大小上均能够吻合,可验证界面过渡区氯离子扩散系数模型的正确性与合理性。  相似文献   

基于SAR干涉数据的东帕米尔高原冰川变化     

郭唯娜  柯长青  范宇宾 《地球信息科学学报》2019,21(11):1790-1801

冰川变化监测对生态灾害预防、区域水资源调控、气候变化研究等意义重大。利用冰川在雷达干涉影像上表现出失相干这一特性,选用1998年ERS 1/2与2018年 Sentinel-1A重轨单视复数SAR数据,通过相干系数取阈值的方法获取东帕米尔高原两个时期的冰川边界,以Landsat TM/OLI影像和全球陆地冰川空间监测计划发布的数据验证本文冰川边界提取的精度,从而分析冰川变化。结果表明：① 拟合研究区相干系数图上相干系数γ与对应像元个数的曲线关系,冰川区像元个数会在低相干区域积累形成一个小的波峰。曲线一阶导数变缓的点（冰川区向非冰川区过渡的转折点）即为所选阈值点,利用SAR相干系数取阈值法提取的冰川边界与光学遥感影像结合RGI6.0数据提取的验证冰川边界具有较好的一致性,SAR干涉相干系数提取冰川边界的方法是可行而有效的,ERS 1/2与Sentinel-1A提取的冰川总面积精度均在90%以上,而且SAR数据能够有效提取光学遥感影像难以识别的冰川表碛覆盖;② 1998年和2018年东帕米尔高原冰川总面积减少了318.59 km2,年平均变化速率为-15.93 km2/a,冰川退缩面积占冰川总面积的23%;③ 对大、中型规模冰川来说,表碛覆盖型冰川退缩较其他冰川明显;从坡向上来看,20年各个坡向冰川均有所退缩,其中东南坡冰川退缩最多,西坡冰川退缩最少;从海拔上来看,1998年冰川集中分布在4519~5421 m海拔区间内,2018年集中分布在4682~5320 m海拔区间内;在3325~5710 m海拔区间内冰川退缩明显,4915 m海拔附近达到退缩极大值。  相似文献   

海洋激光雷达反演水体光学参数   总被引：2，自引：2，他引：0  

刘志鹏  刘东  徐沛拓  吴兰  周雨迪  韩冰  刘群  宋庆君  毛志华  张与鹏  崔晓宇  陈鹏 《遥感学报》2019,23(5):944-951

研制了一套船载海洋激光雷达,用于探测海水光学参数垂直廓线。2017年8月,该系统在黄海海域进行了实验测量。在准单次散射模型中引入原位测量的光学参数,实现了理想激光雷达回波信号的模拟,并将该理想信号与系统响应函数卷积后精确复现了实验的激光雷达信号。采用Fernald后向迭代积分法(简称Fernald法),比较了不同水体悬浮物激光雷达比下反演的激光雷达衰减系数α与原位漫射衰减系数Kd的差别。基于停航时标定的水体悬浮物激光雷达比,采用Fernald法获得了走航时的激光雷达衰减系数。进一步地,提出一种基于米散射激光雷达数据和原位测量的后向散射数据的融合算法,模拟了高光谱分辨率激光雷达(HSRL)反演α的过程,并将其与Fernald法进行了比较。实验结果表明,自研的海洋激光雷达能够有效探测海水光学参数,基于合适的水体悬浮物激光雷达比的Fernald法可以有效应用于米散射激光雷达的反演,未来无需假设的HSRL在海水光学参数探测领域具有更大的优势。  相似文献   

A two layer model for wave dissipation in sea ice     

《Applied Ocean Research》2019

Sea ice is highly complex due to the inhomogeneity of the physical properties (e.g. temperature and salinity) as well as the permeability and mixture of water and a matrix of sea ice and/or sea ice crystals. Such complexity has proven itself to be difficult to parameterize in operational wave models. Instead, we assume that there exists a self-similarity scaling law which captures the first order properties. Using dimensional analysis, an equation for the kinematic viscosity is derived, which is proportional to the wave frequency and the ice thickness squared. In addition, the model allows for a two-layer structure where the oscillating pressure gradient due to wave propagation only exists in a fraction of the total ice thickness. These two assumptions lead to a spatial dissipation rate that is a function of ice thickness and wavenumber. The derived dissipation rate compares favourably with available field and laboratory observations.  相似文献   

2014年大西洋水在楚科奇边陲区域的上边界混合     

钟文理  郭桂军  赵进平  李涛  王晓宇  牟龙江 《海洋学报(英文版)》2018,37(3):31-41

This study presents an analysis of the CTD data and the turbulent microstructure data collected in 2014, the turbulent mixing environment above the Atlantic Water(AW) around the Chukchi Borderland region is studied.Surface wind becomes more efficient in driving the upper ocean movement along with the rapid decline of sea ice,thus results in a more restless interior of the Arctic Ocean. The turbulent dissipation rate is in the range of4.60×10~(–10)~(–3.31×10~(–9) W/kg with a mean value of 1.33×10~(–9) W/kg, while the diapycnal diffusivity is in the range of1.45×10~(–6)–1.46×10~(–5)m~2/s with a mean value of 4.84×10~(–6) m~2/s in 200–300 m(above the AW). After investigating on the traditional factors(i.e., wind, topography and tides) that may contribute to the turbulent dissipation rate, the results show that the tidal kinetic energy plays a dominating role in the vertical mixing above the AW. Besides, the swing of the Beaufort Gyre(BG) has an impact on the vertical shear of the geostrophic current and may contribute to the regional difference of turbulent mixing. The parameterized method for the double-diffusive convection flux above the AW is validated by the direct turbulent microstructure results.  相似文献   

扭王字块体护面斜坡堤越浪量试验研究   总被引：2，自引：1，他引：1  

孙大鹏  修富义  王键  董胜  赵沛泓  刘飞 《海洋工程》2019,37(5):1-9

针对现行规范中缺少扭王字块体护面斜坡堤越浪量的计算方法,考虑波陡、相对水深、相对堤顶超高、相对坡肩宽度、相对胸墙高度和相对块体尺寸等影响因素,通过波浪水槽物模试验,运用多元回归方法,给出了扭王字块体斜坡堤越浪量中护面结构影响系数和平均越浪量的计算公式。与试验值和其它计算公式进行了验证对比,结果基本吻合,具有一致性的规律。研究成果丰富了规范内容,对斜坡堤工程设计具有重要参考意义。  相似文献   

红树林防护溃坝态海啸波冲击集装箱消能试验研究   总被引：1，自引：1，他引：0  

陈橙  陈池威  林鹏  陈昊哲 《海洋工程》2019,37(5):79-88

近年来海啸灾害频繁发生,对海工建筑物造成巨大损失。在以往的海啸事件中,红树林对海啸具有一定的消减作用。基于溃坝原理生成海啸波,进而研究红树林对海啸波消减作用及红树林防护下的海啸冲击集装箱的变迁表征。对闸门处溃坝研究结果表明,溃坝过程包含突然下降、相对稳定、缓慢下降三个阶段,且蓄能水位越高溃坝发生得越剧烈。海啸波冲击搬运集装箱可分为初始冲击、加速、匀速三个阶段,其动力成因包含了冲击力和浮力。红树林消减海啸波的流态表明尾涡重叠产生的紊动水流是消能的主因,合理密植、对称排布、交错排布有利于海啸波能的消减。此外,三角形交错红树林排布、海啸波强度减小、集装箱重度增加、以及海岸坡度增加均有利于减小集装箱的变迁距离。基于试验数据提出了红树林消波系数计算公式,本试验中红树林消波系数范围为0.02至0.42。  相似文献   

Simulation of flow and solute coupled 2‐D problems with velocity‐dependent dispersion coefficient based on the network method     

I. Alhama  A. Soto Meca  F. Alhama 《水文研究》2012,26(24):3725-3735

The governing equations of coupled density‐driven flow and solute transport problems in porous media, with velocity‐dependent dispersion coefficient, are strongly nonlinear and must be solved numerically. This contribution presents a network model, based on the network simulation method, capable of simulating the transient solution to this kind of problem efficiently and with a relatively low computational time. The mathematical model is formulated using the stream function and concentration variables. Simulation of the network model is carried out in the standard electric circuit simulation code, Pspice. The present model is first applied to simulate the original benchmark Henry problem, and the solution is compared with those obtained by other authors. A study of the grid size is also carried out. In addition, the modified version of Simpson and Clement of the Henry problem, as well as the groundwater flow in the closed desert basin of Pilot Valley, is studied using the proposed model. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Evaluation of various relationships of reaeration rate coefficient for modeling dissolved oxygen in a river with extreme flow variations in Pakistan     

Husnain Haider  Waris Ali  Sajjad Haydar 《水文研究》2013,27(26):3949-3963

Mathematical relationships have been developed for reaeration rate coefficient (K_a) by various researchers. These relationships have a number of variables such as depth, velocity, width, slope, Froud number, molecular diffusion coefficient, kinematic viscosity and the gas‐transfer Reynolds number. From these variables, 29 relations have been developed and divided into four groups. To evaluate their predictive capability for highly variable flow rivers receiving high pollution loads form large cities, these relationships have been used to model dissolved oxygen (DO) in the River Ravi. Such rivers are either saturated with DO during high flows or anaerobic during critical low‐flow conditions. The evaluation is based on the agreement between model DO values calculated using K_a obtained from the available equations and the measured DO concentrations in the river samples in terms of sum of square of residuals (SSR) and coefficient of determination (R²). It has been found that in general, the group of equations containing depth and velocity as the only two variables affecting K_a performed better than the equations in other groups as reflected by lower SSR and higher R² values. The study results also reveal that the turbulence‐based reaeration rate coefficient equation containing additional variables also resulted in close agreement between DO model results and the measured values. The study results identify the most important parameters affecting the reaeration rate coefficient and the suitability of various K_a relationships as well for rivers with highly variable flows. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

A hydro‐economic modelling framework for flood damage estimation and the role of riparian vegetation     

Nektarios N. Kourgialas  George P. Karatzas 《水文研究》2013,27(4):515-531

A modelling framework for the quick estimate of flood inundation and the resultant damages is developed in this paper. The model, called the flood economic impact analysis system (FEIAS), can be applied to a river reach of any hydrogeological river basin. For the development of the integrated modelling framework, three models were employed: (1) a modelling scheme based on the Hydrological Simulation Program FORTRAN model that was developed for any geomorphological river basin, (2) a river flow/floodplain model, and (3) a flood loss estimation model. The first sub‐model of the flood economic impact analysis system simulates the hydrological processes for extended periods of time, and its output is used as input to a second component, the river/floodplain model. The hydraulic model MIKE 11 (quasi‐2D) is the river/floodplain model employed in this study. The simulated flood parameters from the hydraulic model MIKE 11 (quasi‐2D) are passed, at the end of each time step, to a third component, the flood loss model for the estimation of flood damage. In the present work, emphasis was given to the seasonal variation of Manning's coefficient (n), which is an important parameter for the determination of the flood inundation in hydraulic modelling. High values of Manning's coefficient for a channel indicate high flow resistance. The riparian vegetation can have a large impact on channel resistance. The modelling framework developed in this paper was used to investigate the role of riparian vegetation in reducing flood damage. Moreover, it was used to investigate the influence of cutting riparian vegetation scenarios on the flow characteristics. The proposed framework was applied to the downstream part of the Koiliaris River basin in Crete, Greece, and was tested and validated with historical data. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献