Temporal variations of the polar moment of inertia and the second-degree geopotential

In order to study the geodynamic behaviour of the Earth over short (elastic Earth) and long (almost perfectly liquid Earth) geological periodic variations, the changes of the moment of inertia are decomposed into two parts: the first, described by a volume integral, explains the effect of the density variations, while the second gives the impact of the surface variations using a surface integral. It is shown that both components have physical significance, but their contribution is different in case of short (lunisolar) and long (connected to secular despinning) periods.     

天宫一号高光谱数据相关检测法蚀变信息提取

天宫一号高光谱成像仪是目前中国空间分辨率和光谱综合指标最高的星载光谱成像仪.针对天宫一号高光谱数据,提出了一种基于波段相关检测的蚀变信息提取方法.该方法在对天宫一号高光谱数据进行波段相关检测提取蚀变异常特征波段的基础上,结合异常探测、端元提取和光谱匹配等方法的各自优势进行天高一号高光谱数据的蚀变信息提取.利用该法成功提取了天宫一号高光谱数据中的Al-OH矿物蚀变异常及4种蚀变矿物,结果表明该方法可以有效提取天宫一号高光谱数据中的蚀变信息,有助于天宫一号高光谱数据在地质矿产资源调查中发挥巨大的应用潜力.     

欠发达地区国土勘测队伍建设探讨——以浙江省丽水市为例

欠发达地区国土勘测事业目前普遍不能适应形势发展需要,缺少业务指导和激励机制。从加强业务能力建设和做好土地管理基础业务技术支撑出发,建议整合国土勘测队伍,改变体制,加强国土信息建设。     

北京市污染气溶胶散射特征实验及其数值模拟

用地基遥感方法对北京市主要大气污染类型的气溶胶散射进行多角度观测实验，对比分析不同污染类型，及在不同观测角度下污染气溶胶的散射特征；并建立对各类型污染气溶胶散射率进行了数值模拟的数学模型。在此基础上求出观测时污染气溶胶的混浊度。为污染气溶胶的卫星遥感打下基础。     

用于ADS40传感器的多视觉立体匹配算法模型

提出了一种新的用于航空三线阵数字影像匹配的算法模型。该模型能同时匹配任意数量(大于2)的影像,并且在匹配过程中间接地运用了核线约束条件。运用这一算法模型,可以融合不同立体像对的信息并得到最终的决策结果。同时,探讨了影像遮挡问题的解决方法,并以ADS40机载三线阵数字传感器所获取的数字影像为例,对所提出的算法模型进行了实验验证。最后提出需进一步研究解决的问题。     

饱和砂土液化判别方法中问题浅析

国内外各种勘察规范中所判别砂土液化的方法很多,但其效果如何,很维得到难３,笔者利用唐山地震砂土液化资料对几种目前较为常用、有代表性的方法进行了回判分析,指出了这些方法中存在的问题,并阐述了影响液化的主要因素。     

黄土高原自然植被下垫面陆面过程参数研究

利用兰州大学半干旱气候与环境观测站的观测资料,分析了黄土高原自然植被下垫面陆面过程相关物理参数.研究了总体输送系数的不同季节平均日变化和频率分布特征,考察了地表粗糙度的变化趋势以及降水的影响.降水正常年份的总体粗糙度为0.009 m,偏干年份总体粗糙度为0.006 m,月平均粗糙度变化与正常年份相比较为平缓,降水通过增加植被覆盖和生长高度,使地表粗糙度增大.对总体输送系数与粗糙度以及总体理查森数的关系分别进行了讨论,在中性层结下黄土高原地区动力输送作用占主导地位,发现动量总体输送系数和奈曼流动沙丘下垫面很接近,而感热输送系数与戈壁下垫面接近.分析了反照率和太阳高度角以及土壤湿度的关系,并拟合得到以这两个物理量为因子的参数化公式.总体上,黄土高原自然植被下垫面的反照率比敦煌荒漠小,而大于长白山松林下垫面,这与3个地区植被覆盖和土壤质地的不同有关.通过对参数化公式模拟效果的检验,发现低太阳高度角下的反照率对土壤湿度和太阳高度角以外的其他因素敏感,而对应高太阳高度角的反照率受土壤湿度和太阳高度角的控制较强.最后,计算了土壤热传导率和热扩散率等土壤热力参数,相同湿度的热传导率比敦煌荒漠要大,并拟合得到热传导率以土壤湿度为自变量的参数化公式.     

利用地面GPS技术绝对测定湿大气含量的可能性

从理论和实测资料处理两方面对单基线模式下利用地面GPS技术绝对测定湿大气含量的可能性进行了探讨。由于短基线模式下测定湿大气含量之间的相关性很强,其测定的湿大气含量值必然有较大的相关误差,当用具有相同测段的不同资料组处理时表现为测定参数的不稳定性。在假设卫星的分布是连续而且均匀的情况下,可以从理论上研究相关系数随基线长度和截止高度角的变化,理论的结果和实际情况一致性较好。     

Estimation of debris flow discharge coefficient considering sediment concentration

A sabo dam has a purpose to block the path of debris flow. However, when overflow occurs, a sabo dam works as a weir, a vertical obstruction, where the fluid must flow over. Many empirical formulas and discharge coefficients for weirs relating flow depth to discharge have been proposed to calculate overflow discharges. However, only a few studies about overflow discharge coefficients are available in the case of debris flow. In this paper, experiments and numerical simulations were done to estimate debris flow discharge coefficients by considering the sediment concentration. In the numerical simulation, a complete overflow equation and a free overfall equation were implemented to calculate debris overflow discharges at a sabo dam. To determine the discharge coefficients for each equation, single factor regression analysis was used. Laboratory experiments were done to calibrate and to compare with the simulation. Study results showed that the discharge coefficients increase as the sediment concentration increases. This finding suggests debris flow discharge coefficients are derived to calculate the debris overflow discharges at a sabo dam.     

Evaluation of grain shear stresses required to initiate movement of particles in natural rivers

Shear stresses were evaluated at different sites on two rivers. The first (the Rulles) is characterized by a pebbly bedload and a meandering bed with riffles and pools. The second (the Rouge Eau) has mainly a sandy rippled bed where meandering is well developed but also flat gravelly sectors without meandering system. Shear stresses calculated from friction velocities (τ*) using a redefined y₁ roughness height parameter were compared with total shear stresses calculated from the energy grade line and the hydraulic radius (τ), Divergence between these shear stresses seems to increase in the presence of bedforms and large-scale irregularities of the channel. The τ*/τ ratio is close to 0·5 in the gravelly sector of the Rouge Eau and reaches 0·65 in the riffles of the Rulles (generally located at the inflexion point of the meanders), while it is less than 0·3 in the pools of the same river (located in the loops) and only 0·2 in the sandy rippled sector of the Rouge Eau. Grain and bedform shear stresses were evaluated at these same sites by different methods. The grain shear stress (τ') represents on average 30 per cent of the total shear stress in the riffles of the Rulles and the gravelly sector of the Rouge Eau, but less than 15 per cent in the pools in the Rulles and the sandy sectors of the Rouge Eau. However, it emerges from experiments conducted with marked pebbles and in situ observations of erosion and transport of sandy and gravelly particles, that the grain shear stresses are underestimated and cannot explain the movements and modifications actually observed. Conversely, shear stresses calculated from friction velocities at the sites where erosion actually occurred (or failed to occur despite very high velocities) provide a better explanation of the observed movements.