基于遥感影像的雪线高程提取方法对比分析——以天山北坡为例

利用2010-2014年6~8月MOD10A1、MOD10A2及HJ-1/CCD数据,以天山北坡为研究区,对比分析了积雪持续时间比率法及最大值合成法在雪线高程提取中的精度和适用性。结果表明:当MOD10A1以旬合成,积雪持续时间比率阈值为40%时,提取的雪线高程与"真值"最为接近;基于混淆矩阵法,以目视解译得到的HJ-1/CCD积雪面积为"真值",分析得出,积雪持续时间比率法提取积雪面积的总体精度较高,为98.59%,khat系数为0.90,最大值合成法的总体精度仅为85.29%,khat系数为0.70;基于统计学的方法,计算得出,积雪持续时间比率法提取的雪线高程与"真值"的相关系数较高,为0.77,其平均误差、正、负误差、绝对平均误差以及均方根误差相对较低;最大值合成法提取的雪线高程与"真值"的相关系数较低,仅为0.54,其平均误差、正、负误差、绝对平均误差以及均方根误差相对较高;积雪持续时间比率法提取的雪线高程结果优于最大值合成法。     

地形信息的LoD建模及精度分析

对细节层次模型(LoD模型)不同层次之间的精度进行研究.提出用于分层的简化比率概念,建立表示LoD不同层次精度的分辨率误差模型,选取5种典型地貌区域进行实验,得到不同地貌区域的误差拟合公式.根据这些公式,可内插得到各种分辨率比率的误差.同时,利用逆公式,又能由误差确定相应的分辨率比率.最后,对不同地貌类型不同化简算法的模型化简误差进行分析研究.研究成果为评价LoD模型精度提供新的方法,也为简化DEM模型时选择适宜的分辨率提供科学依据.     

盘锦芦苇湿地土壤微生物初步研究

基于盘锦湿地生态系统野外观测站芦苇群落生长季的定位观测资料,分析了芦苇湿地土壤微生物不同层次上的比率变化。结果表明:在0—10,10—20 cm和20—30 cm的3个层次上及微生物总数中土壤的细菌所占比率最大,而且在3个层次上的比率自上至下逐渐增大;其次是放线菌,且在3个层次上的比率逐渐减少;最少的是真菌,在3个层次上相差不大接近为零,在整个微生物中所占比率为最少的。这是由于盘锦芦苇湿地的土壤偏盐碱性,有利于细菌和放线菌繁殖,抑制了真菌的繁殖;而且季节性积水导致通气状况不良也抑制了真菌的生存。在盘锦芦苇湿地土壤微生物垂直梯度的比率中,细菌垂直梯度变化比较明显,基本上是下面2个层次所占比率比表层大一些;放线菌垂直梯度变化明显,一般表层比率最大,下面2层比率较小;真菌垂直梯度上所占的比率没有明显变化,接近为零。     

气候变化和人类活动对汾河流域径流情势影响分析

在人类活动和气候变化的影响下,汾河入黄径流量锐减,加剧了山西省水资源短缺的现状,并引起生态环境的恶化,同时入黄径流量的减少致使黄河干流流量的减少,加剧了黄河中下游的水资源短缺。以汾河流域为研究区,采用水文变异诊断系统分析了汾河流域入黄控制站河津站1956-2012年的径流情势的变化情况,入黄径流有显著下降的趋势,并且在1971年左右发生了突变减少。然后采用多元分析方法,分析造成径流突变减少的影响因子,其径流受到降水量、潜在蒸散发量和人类活动引起的流域属性改变的影响。随后采用Budyko公式分析其敏感性,在相对较长的时间尺度上,气候变化对径流的影响比人类活动更加敏感。最后采用累计斜率法分析上述参数对径流的影响比率,得到径流量受降水量、潜在蒸散发量和流域属性的影响比率分别为16.29%、-4.86%和88.57%。     

高速公路类土质路堑边坡施工期变形监测预警探讨

高速公路类土质路堑边坡是边坡领域的一种重要类型,在工程特性方面与土质边坡或岩质边坡具有明显差异。深入认识该类边坡的工程特性和失稳机理,对该类边坡施工期间的安全建设以及正常运营期间安全评估具有重要意义。基于高速公路类土质路堑边坡工程地质特点、边坡变形影响因素,结合盘兴高速公路K5滑坡变形监测预警实例,提出了采用位移速度比率作为预警参考值的滑坡预警方法,并在松铜一标ZK5 410～485段左侧边坡成功预警,避免了人员伤亡,减轻了经济损失。为类土质路堑边坡工程设计、工后防治、安全运营提供指导。     

转换波AVO反演速度比各横波反射系数

Based on the empirical Gardner equation describing the relationship between density and compressional wave velocity, the converted wave reflection coefficient extrema attributes for AVO analysis are proposed and the relations between the extrema position and amplitude, average velocity ratio across the interface, and shear wave reflection coefficient are derived. The extrema position is a monotonically decreasing function of average velocity ratio, and the extrema amplitude is a function of average velocity ratio and shear wave reflection coefficient. For theoretical models, the average velocity ratio and shear wave reflection coefficient are inverted from the extrema position and amplitude obtained from fitting a power function to converted wave AVO curves. Shear wave reflection coefficient sections have clearer physical meaning than conventional converted wave stacked sections and establish the theoretical foundation for geological structural interpretation and event correlation. ＂The method of inverting average velocity ratio and shear wave reflection coefficient from the extrema position and amplitude obtained from fitting a power function is applied to real CCP gathers. The inverted average velocity ratios are consistent with those computed from compressional and shear wave well logs.     

基于均值比率梯度增量符号相关的SAR景象匹配算法

基于均值比率梯度增量符号相关原理,提出了一种SAR景象匹配算法。首先利用ROA梯度算子提取实时图和参考图的边缘梯度信息;然后引入增量符号对梯度信息进行二值化编码并实现相关分析;最后在多尺度影像分解的基础上完成由粗至精的逐层匹配。实验结果表明,该算法对噪声与梯度变化具有较强的鲁棒性,具有较高的正确匹配率和实时性。     

Dynamic shear modulus of undisturbed soil under different consolidation ratios and its effects on surface ground motion

The dynamic shear modulus for three types of undisturbed soil under different consolidation ratios is presented by using the resonant column test method. Its effects on surface ground motion is illustrated by calculation. The test results indicate that the power function is a suitable form for describing the relationship between the ratio of the maximum dynamic shear modulus due to anisotropic and isotropic consolidations and the increment of the consolidation ratio. When compared to sand, the increment of the maximum dynamic shear modulus for undisturbed soil due to anisotropic consolidation is much larger. Using a one-dimensional equivalent linearization method, the earthquake influence factor and the characteristic period of the surface acceleration are calculated for two soil layers subjected to several typical earthquake waves. The calculated results show that the difference in nonlinear properties due to different consolidation ratios is generally not very notable, but the degree of its influence on the surface acceleration spectrum is remarkable for the occurrence of strong earthquakes. When compared to isotropic consolidation, the consideration of actual anisotropic consolidation causes the characteristic period to decrease and the earthquake influence factor to increase.