浅覆盖区多源数据融合整合的技术方法

多源数据的整合融合技术是在数字化填图平台上开发的一项新技术。工作方法是：将已有的地质矿产、地球物理、地球化学、遥感等多源数据进行计算机整合处理后,提取相关的地质信息,将多源数据与地质数据整合,建立多源数据库,形成多源叠加分析成果图,应用于浅覆盖区的地质填图。     

地震映像法及其应用

简述了地震映像法的特点,并列举了在各种浅部不均体探测中的应用实例,指出了提高其应用效果,拓宽其应用领域应研究的问题。     

河西走廊春季大风、沙尘暴的成因差异初探

通过对河西走廊1971～2000年3～5月大风和沙尘暴个例普查,运用相关法分析了河西走廊大风和沙尘暴天气在时间上的分布差异和沙尘暴与沙源地区前期降水的关系,同时对“起沙风”也作了初步探讨,结果表明：河西走廊地区在10min平均风速大于等于9m／s时,极易起沙;河西走廊的西部、中部、东部分别在南疆中东部、南疆东部内蒙西部河西西部、内蒙中西部出现5～8mm降水后5天才有可能出现沙尘暴。文中给出了河西走廊大风沙尘暴的几种典型环流形势及每一种环流形势可引发沙尘暴的预报着眼点。     

鄱阳湖湿地碟形湖-河流水稳定同位素变化特征及其指示意义

为深入认识鄱阳湖湿地区域水循环过程,于2019年1—12月在鄱阳湖国家级自然保护区对降水、河流水、主要碟形湖水进行系统采集,综合分析碟形湖-河流水稳定同位素的动态变化特征及其指示意义。结果表明,鄱阳湖湿地修河和赣江的同位素组成具有明显的季节性变化规律,4月河水同位素最为富集,5—7月逐渐贫化,之后呈现出不断富集的变化趋势,整体上与降水同位素的时间变化特性相似。在空间分布上,各段河水的同位素组成均具有相对稳定的沿程分布特征,赣江在修河汇入点上、下游的同位素特性在大多数月份没有呈现出明显变化。碟形湖水同位素的年内变化范围比河水大,并且相对富集。主要碟形湖水的δ²H-δ¹⁸O关系接近当地大气降水线,具有更小的蒸发线斜率以及系统性偏离的特征,反映碟形湖主要受到当地降水补给,经历了一定程度的蒸发作用。基于指数模型方法估算修河和赣江水体的平均滞留时间(mean residence time,MRT)分别为1.54和0.81年,赣江较短的MRT表明鄱阳湖流域具有不同水体组分相互快速转化的水力条件,修河上游柘林水库的调蓄作用导致其MRT明显大于赣江。通过假定...     

Mixing in Shallow Waters： Measurements, Processing, and Applications

Microstructure profiling measurements taken on a shallow Black Sea shelf and in Lake Banyoles and Boadella reservoir (Both in Spain) are analyzed to investigate the influence of boundary-layer-induced turbulence of various sources on mixing in the water interior. The state of turbulence in shallow waters is examined and details of microstructure data processing and error analysis are discussed. The dependence between averaged activity parameter AG and buoyancy Reynolds number Reb for the shelf turbulence indicates that for Reb < 1 the state of turbulence can be described by the fossil turbulence model, which postulates AG-Reb1/2. For Reb> 1, however, the influence of Reb on AG is weak, signifying that the buoyancy Reynolds number can no longer serve as the governing parameter for active turbulent mixing. The generation of turbulence by a one-minute long wind bursts (the Boadella reservoir) increases the averaged dissipation rate (e) of the surface mixed layer by more than 5 times (up to 3×10-6 W kg-1). The influence of the wind bursts was also traced below the ther-mocline, where turbulent patches with     

Roughness coefficients and velocity estimation in well-inundated sheet and rilled overland flow without strongly eroding bed forms

Even with the flow of water over a soil surface in which roughness elements are well inundated, and in less erosive situations where erosional bed forms are not pronounced, the magnitude of resistance coefficients in equations such as those of Darcy–Weisbach, Chezy or Manning vary with flow velocity (at least). Using both original laboratory and field data, and data from the literature, the paper examines this question of the apparent variation of resistance coefficients in relation to flow velocity, even in the absence of interaction between hydraulics and resulting erosional bed forms. Resistance equations are first assessed as to their ability to describe overland flow velocity when tested against these data sources. The result is that Manning's equation received stronger support than the Darcy–Weisbach or Chezy equations, though all equations were useful. The second question addressed is how best to estimate velocity of overland flow from measurements of slope and unit discharge, recognizing that the apparent flow velocity variation in resistance coefficients is probably a result of shortcomings in all of the listed resistance equations. A new methodology is illustrated which gives good agreement between estimated and measured flow velocity for both well-inundated sheet and rill flow. Comments are given on the predictive use of this methodology. Copyright © 1999 John Wiley & Sons, Ltd.     

Macroscale surface roughness and frictional resistance in overland flow

The hydraulics of overland flow on rough granular surfaces can be modelled and evaluated using the inundation ratio rather than the flow Reynolds number, as the primary dimensionless group determining the flow behaviour. The inundation ratio describes the average degree of submergence of the surface roughness and is used to distinguish three flow regimes representing partially inundated, marginally inundated and well-inundated surfaces. A heuristic physical model for the flow hydraulics in each regime demonstrates that the three states of flow are characterized by very different functional dependencies of frictional resistance on the scaled depth of flow. At partial inundation, flow resistance is associated with the drag force derived from individual roughness and therefore increases with depth and percentage cover. At marginal inundation, the size of the roughness elements relative to the depth of flow controls the degree of vertical mixing in the flow so that frictional resistance tends to decrease very rapidly with increasing depth of flow. Well-inundated flows are described using rough turbulent flow hydraulics previously developed for open channel flows. These flows exhibit a much more gradual decrease in frictional resistance with increasing depth than that observed during marginal inundation. A data set compiled from previously published studies of overland flow hydraulics is used to assess the functional dependence of frictional resistance on inundation ratio over a wide range of flow conditions. The data confirm the non-monotonic dependence predicted by the model and support the differentiation of three flow regimes based on the inundation ratio. Although the percentage cover and the surface slope may be of importance in addition to the inundation ratio in the partially and marginally inundated regimes, the Reynolds number appears to be of significance only in describing well-inundated flows at low to moderate Reynolds numbers. As these latter conditions are quite rare in natural environments, the inundation ratio rather than the Reynolds number should be used as the primary dimensionless group when evaluating the hydraulics of overland flow on rough surfaces. © 1997 by John Wiley & Sons, Ltd.     

浅层地震折射波法综述

浅层地震折射波法是在工程地质、水文地质及环境地质勘查中广泛应用的地震探测方法之一。在工程地质调查中,根据不同的场地地质条件和勘察目的,合理地正确应用浅层折射波法可以取得较明显的岩土工程勘察效果。本文简要地回顾了浅层地震折射法的发展历史,对各种新近发展的折射波解释方法进行了简单的介绍和比较,并列举了工程勘察中的应用领域。     

Spatial transferability of the physically based model TRIGRS using parameter ensembles

The development of better, more reliable and more efficient susceptibility assessments for shallow landslides is becoming increasingly important. Physically based models are well-suited for this, due to their high predictive capability. However, their demands for large, high-resolution and detailed input datasets make them very time-consuming and costly methods. This study investigates if a spatially transferable model calibration can be created with the use of parameter ensembles and with this alleviate the time-consuming calibration process of these methods. To investigate this, the study compares the calibration of the model TRIGRS in two different study areas. The first study area was taken from a previous study where the dynamic physically based model TRIGRS was calibrated for the Laternser valley in Vorarlberg, Austria. The calibrated parameter ensemble and its performance from this previous study are compared with a calibrated parameter ensemble of the model TRIGRS for the Passeier valley in South Tyrol, Italy. The comparison showed very similar model performance and large similarities in the calibrated geotechnical parameter values of the best model runs in both study areas. There is a subset of calibrated geotechnical parameter values that can be used successfully in both study areas and potentially other study areas with similar lithological characteristics. For the hydraulic parameters, the study did not find a transferable parameter subset. These parameters seem to be more sensitive to different soil types. Additionally, the results of the study also showed the importance of the inclusion of detailed information on the timing of landslide initiation in the calibration of the model.     

强震前地震活动图象与震源机制类型的相关性分析

在对1966年以来63次强震前中等地震活动图象全时空扫描的基础上,讨论了大陆不同构造区域、不同震源机制强震前中等地震活动图象异常演化特征及其主要活动图象与震源机制节面的相关性. 研究表明:强震前中等地震活动图象显现出应力集中和减弱两个阶段性特征,第一阶段（中期阶段）的活动图象以条带、空区和集中活跃为主;第二阶段（中短期）以持续平静为主. 走滑和正断层机制震前显示出较好的特征图象;逆冲断层震前的活动图象与其它两种机制的图象不同,没有明显的特征图象,两个阶段都有平静现象出现. 强震前中等地震条带走向与震源机制的两个节面走向一致性较好,但空区的一致性较差.