顾及数据配准的江西省SRTM DEM精度评价和修正

目前,ICESat/GLAS是大尺度SRTM DEM精度评价的主要数据源.然而,现有的精度评价方法均忽略了2组数据的有效配准.为此,本文分析了数据配准前、后SRTM DEM整体精度差异,以及不同地形因子和土地利用类型对SRTM DEM影响程度.在此基础上,充分考虑SRTM DEM精度影响因素,分别借助多元线性回归(ML...     

河北冀16井水温动态分析

对河北冀16井2018-2019年水温动态特征、同震效应及干扰因素等方面进行分析,结果表明,水温整体呈趋势性下降变化,年、月、日动态规律清晰,对人为干扰、自然环境等干扰因素反应灵敏;该井水温固体潮效应明显,与水位呈反向变化,滞后水位1～2h;水温对远场大震有同震响应,能记录到全球7级以上地震,响应特征为振荡后逐渐恢复正...     

Effect of cryostructures on the uniaxial compressive strength of frozen clay

Unconfined uniaxial compressive tests were performed to study the influence of cryostructure on frozen clay's behavior,such as strain-stress,compressive strength,and failure characteristics,at temperatures varying from-10 to-2°C and strain rates varying from 1.0×10-5to 1.0×10-3s-1.Artificial samples were prepared of three types:(1)integral structure,(2)laminar structure,and(3)reticular structure.The impact of temperature,strain rate,and cryostructure on the mechanical properties is discussed.In general,frozen clay with various cryostructures shows strain-softening behavior in the range of testing temperatures and strain rates.For frozen clay of different cryostructures,the ultimate compressive strength increases with increasing strain rate and decreasing temperature.Under the same testing conditions,the ultimate compressive strengths from high to low are in integral samples,laminar samples,and reticular samples.Failure strain of frozen clay generally increases with increasing temperature and does not indicate any correlation with cryostructure or strain rate.The failure mode of integral and reticular samples was shear failure,while laminar samples showed tensile failure.     

Generalised synchronisation of spatiotemporal chaos using feedback control method and phase compression

Coupled map lattices are taken as examples to study the synchronisation of spatiotemporal chaotic systems. First, a generalised synchronisation of two coupled map lattices is realised through selecting an appropriate feedback function and appropriate range of feedback parameter. Based on this method we use the phase compression method to extend the range of the parameter. So, we integrate the feedback control method with the phase compression method to implement the generalised synchronisation and obtain an exact range of feedback parameter. This technique is simple to implement in practice. Numerical simulations show the effectiveness and the feasibility of the proposed program.     

WOFOST模型蒸散过程改进对玉米干旱模拟影响

分别利用优化蒸散计算(PM方案)、作物系数(CC方案)和二者同时优化(PMCC方案)改进WOFOST模型,基于降水适宜年(2012年)和干旱年(2015年和2018年)在辽宁省锦州开展的玉米分期(4月20日、4月30日和5月10日)播种试验资料评价模型改进效果.结果表明:2012年,PM方案可增大潜在蒸散,CC方案在作...     

基于GIS的雪灾风险区划

依据巴彦淖尔地区冬春季节降水少、年变率大的气候特点和易形成雪灾的量级指标进行雪灾风险区划。选取1971—2010年11月到次年3月,日降雪量大于等于3mm,并出现积雪和结冰现象为研究对象,分析了降雪量大于等于3mm的降雪日数和积雪深度大于等于5cm的积雪日数年代际变化,结合民政部门历史灾情记载、实地调查、农牧业现状以及各种基础资料数据与GIS技术,从致灾因子、脆弱性评估分析方面,在NOAA卫星遥感雪覆盖监测图像上,利用加权综合与层次分析法,构建雪灾判别模型,得出巴彦淖尔地区雪灾风险区划:雪灾最严重的地区为五原县大部、乌前旗南部和东北部部分区域、乌中旗东南和西南两区域、乌后旗的海力素附近大片区域。     

胶州湾近期海岸线、水深变化研究

以胶州湾1952,1985和2005年的海图为依据,对海岸线位置、海岛、海礁、等深线及水深等自然信息数字化后,对胶州湾近期海岸线、水深的变化进行了分析.研究表明,1952年至今胶州湾海岸线由自然岸线向人工岸线不断转化,岸线长度一直呈现为减少的趋势;1952年至今胶州湾海岸线长度减少了30.39%.1952-1985年之间胶州湾2,5,10 m水深区域面积减小,而20 m水深区域面积基本保持不变.而1985-2005年之间胶州湾2 m水深区域面积有少量减小,但5,10,20 m水深区域面积均有少量增加.水利工程、围海工程和自然环境的变化是引起胶州湾岸线和水深变化的重要原因.     

Seasonal distribution and relationship of water mass and suspended load in North Yellow Sea

The concentration of suspended load can be determined by its linear relationship to turbidity. Our results present the basic distribution of suspended load in North Yellow Sea. In summer, the suspended load concentration is high along the coast and low in the center of the sea. There are four regions of high concentration in the surface layer: Penglai and Chengshantou along the north of the Shandong Peninsula, and the coastal areas of Lüshun and Changshan Islands. There is a 2 mg/L contour at 124°E that separates the North Yellow Sea from regions of lower concentrations in the open sea to the west. And there is a 2 mg/L contour at 124°E that separates the North Yellow Sea from regions of lower concentrations in the open sea to the west. The distribution features in the 10 m and bottom layer are similar to the surface layer, however, the suspended load concentration declines in the 10 m layer while it increases in the bottom layer. And in the bottom layer there is a low suspended load concentration water mass at the region south of 38°N and east of 123°E extending to the southeast. In general, the lowest suspended load concentration in a vertical profile is at a depth of 10 to 20 m, the highest suspended load concentration is in the bottom near Chengshantou area. In winter, the distribution of suspended load is similar to summer, but the average concentrations are three times higher. There are two tongue-shaped high suspended load concentration belt, one occurring from surface to seafloor, extends to the north near Chengshantou and the other invades north to south along the east margin of Dalian Bay. They separate the low suspended load concentration water masses in the center of North Yellow Sea into east and west parts. Vertical distribution is quite uniform in the whole North Yellow Sea because of the cooling effect and strong northeast winds. The distribution of suspended load has a very close relationship to the current circulation and wind-induced waves in the North Yellow Sea. Because of this, we have been able to show for the first time that the distribution of suspended load can be used to identify water masses.     

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永定新河口通海航道形成水动力泥沙研究

根据规划永定新河河口拟建一条通海航道,利用了该海域的现场实测资料对水动力条件、地质分布、泥沙特性以及淤积等水动力泥沙特征进行了分析,建立了风浪、潮流和泥沙数学模型,对该航道开挖后的年淤积情况进行计算预测。通过与其临近港口的比较,提出了该航道形成可行性依据,为该航道工程的建设提供科学依据。