近红外波段(900—2500 nm)水吸收系数测量

根据水在红外波段强吸收且吸收能力变化大的特点,在所提出可见光波段水吸收系数测量系统基础上增设了薄层水测量装置,使得测量水层厚度可在0.04—350 mm之间变化。在此基础上对厚度为0.04—150 mm的多个厚度水层进行了吸收系数测量,并对消除杂质影响后的测量数据进行了有效整合,得到900—2500 nm波段纯水吸收系数。由于确保了各波段数据均在仪器最佳探测区间取得,所得结果精度较高,且与被普遍接受的前期研究结果相一致,可作为相关定量遥感的基础数据。     

植被的微波散射与吸收特征

被动微波遥感中大尺度像元内植被种类多种多样并且分布不均匀，较低频率下像元尺度内的植被影响可以根据单个散射体的散射与衰减特性获得。本文讨论了任意朝向的各类植被散射体的计算问题。其中叶片和针叶的散射采用了一般化Rayleigh-Gans计算；杆的散射采用了无限长近似理论。关于各类散射体的衰减，本文比较了散射系数和吸收系数之和，与前向散射定理的结果，并对前向定理的适用性进行了讨论。     

考虑内定向误差的外方位元素精度分析

在对数据质量的要求越来越严格的今天,我们对数据质量的评价也必须越来越系统、可靠。本文就是在系统分析的基础上推导出了求解外方位元素的误差传递模型,并从中分析了内定向误差对外方位元素精度的影响,从而改进和完善了外方位元素精度的评定方法,使得外方位元素精度的评定具有更高的精确性和可靠性。     

Preparation of volume table of SAL (Shorea robusta) - an approach using satellite data

Sal (Shorea robusta) is an important forest tree species in north and north-eastern India. Large-scale plantations of this species have been raised there under taungya and coppice system of management. The conventional volume table prepared for high sal forest is referred to infer the volume of production of this species. Earlier workers have used aerial remote sensing data to develop volume tables of this species. In the present study a volume table for sal is developed based on remotely sensed satellite data using a regression technique. A two-step method was developed to estimate mean tree volume from satellite data. In step 1, mean crown diameter — an intermediate variable - was estimated from satellite data. In step 2, the estimated mean crown diameter was used to estimate the mean tree volume. Addition of age of the crop as an independent variable improved the predictive ability of the regression equation.     

Re-parameterization of a quasi-analytical algorithm for colored dissolved organic matter dominant inland waters

Quasi-Analytical Algorithms (QAAs) are based on radiative transfer equations and have been used to derive inherent optical properties (IOPs) from the above surface remote sensing reflectance (R_rs) in aquatic systems in which phytoplankton is the dominant optically active constituents (OACs). However, Colored Dissolved Organic Matter (CDOM) and Non Algal Particles (NAP) can also be dominant OACs in water bodies and till now a QAA has not been parametrized for these aquatic systems. In this study, we compared the performance of three widely used QAAs in two CDOM dominated aquatic systems which were unsuccessful in retrieving the spectral shape of IOPS and produced minimum errors of 350% for the total absorption coefficient (a), 39% for colored dissolved matter absorption coefficient (a_CDM) and 7566.33% for phytoplankton absorption coefficient (a_phy). We re-parameterized a QAA for CDOM dominated (hereafter QAA_CDOM) waters which was able to not only achieve the spectral shape of the OACs absorption coefficients but also brought the error magnitude to a reasonable level. The average errors found for the 400–750 nm range were 30.71 and 14.51 for a, 14.89 and 8.95 for a_CDM and 25.90 and 29.76 for a_phy in Funil and Itumbiara Reservoirs, Brazil respectively. Although QAA_CDOM showed significant promise for retrieving IOPs in CDOM dominated waters, results indicated further tuning is needed in the estimation of a(λ) and a_phy(λ). Successful retrieval of the absorption coefficients by QAA_CDOM would be very useful in monitoring the spatio-temporal variability of IOPS in CDOM dominated waters.     

关于回归系数有偏估计的两个问题

本文讨论了回归系数有偏估计的两个问题。一是对文[2]提出的回归系数的一种新的有偏估计——根方估计作了一定改进,提出了广义根方估计,从理论上证明了广义根方估计能够比根方估计达到更低的均方误差,并且给出了求根方参数的一个公式。二是在一般协方差情形下,证明了回归系数广义岭估计的弱相合性、均方相合性与条件等价。     

广州白云堡豪苑观光塔滑坡的形成与防治研究

以往常有两种误区：(1)认为单斜岩层边坡只要坡脚处岩层不被切断，就不会破坏；(2)植树绿化和排水设施的设置总是对边坡的稳定性有利的。文章通过野外调查和力学模型分析了坡脚处岩层未被切断的白云堡豪苑观光塔处单斜岩层滑坡的形成机制，认为该滑坡属于顺层边坡溃屈型的板裂破坏——溃屈破坏，分析了滑坡的稳定性及剩余滑动力。分析表明，人工开挖后边坡的防治方法和措施不当对该滑坡的产生起了非常关键性的作用，其中盲目的植树绿化和排水沟设置成了边坡不稳定的主要诱导因素。由此可见，边坡(滑坡)防治措施的选择对其稳定性具有非常重要的意义。最后，提出切中要害的滑坡防治方案。     

仁和压容应变短临异常信息的提取及映震能力分析

自1997年以来，已经在仁和压容应变台监测范围内发生了多次中等地震。应用一元线性回归分析方法对1997年4月到2001年12月底的压容应变和井孔水位资料进行分析处理，对该台1997年4月以来的异常特征和映震能力进行了分析和探讨。     

基于重整化群方法的红层软岩损伤破坏逾渗阈值研究

逾渗现象广泛存在于大自然中,当物体中起决定性作用的关键变量变化至某一阈值时,其状态发生突变,此时关键变量的临界值称为逾渗阈值。岩石在水的作用下的损伤破坏过程中存在着逾渗现象,可通过重整化群的方法来研究。本文针对华南地区广泛分布的红层软岩,探讨了其在损伤过程中的逾渗现象与破坏的本质关联。通过对典型红层软岩的微观结构分析,概化出红层软岩的骨架构件和胶结物构件,建立红层软岩的重整化群模型的基本单元,将基本单元进行组合,建立出红层软岩的重整化群模型。根据重整化变换规则,推导计算出其逾渗阈值。研究表明:当红层软岩在荷载条件下的破坏临近逾渗阈值时,其内部结构发生大量破坏,软岩内部从无序损伤突变为有序损伤,继之损伤破坏加剧,由稳定破坏向非稳定破坏突变,最终导致其失稳破坏。研究对揭示红层软岩损伤破坏机理具有重要意义。