冲积-河流相层序地层模式--以济阳坳陷新近系为例   总被引：8，自引：0，他引：8  

国景星 《新疆地质》2003,21(4):393-397

从层序边界分析人手，对层序类型体系域类型等进行了研究，认为冲积-河流相地层体系域划分具4分性，即发育有低位体系域、扩张体系域、高位体系域，当基准面缓慢下降时，还可发育收缩体系域．同时，根据济阳坳陷新近系沉积特征，指出各体系域对应的沉积体系及相类型，认为低位体系域以侵蚀下切、冲积扇．辫状河沉积为主；扩张体系域由辫状河向曲流河过渡；高位体系域时期以曲流河为主．其次，根据构造演化、古气候变化、古地形等研究认为，尽管新近纪济阳坳陷进入坳陷发育时期，断裂活动明显减弱，但是构造运动对层序发育仍有一定影响；根据古气候分析认为，新近纪经历了北亚热带温湿气候，中亚热带温湿气候，北亚热带干旱气候等阶段．这种气候变化导致了馆陶组沉积早、中期河流纵横交错，辫状河道发育，馆陶组沉积后期逐渐向曲流河过渡；明化镇组沉积期河道相对不发育．由古地形及物源供给分析，认为古地形差异的变化与物源供给对济阳坳陷新近系层序发育、层序样式等有一定程度影响．  相似文献   

平原河网区域来水组成原理   总被引：1，自引：0，他引：1  

朱琰  陈方  程文辉 《水文》2003,23(2):21-24

对于一般树状分布河网，上一级河道总是汇入至下一级河道，位于河道下游断面的流量总是由其上游汇集而至。但对于平原河网地区，特别是人工控制建筑物众多，又受潮汐影响的地区(如太湖流域)，河网错综复杂，水流方向不定，要跟踪某个断面的水流去向，或某个河段的水体、断面流量是从哪里汇集而来的，非常困难。但这样的问题在生产实践中往往对其很感兴趣。例如从常熟枢纽引长江水流进入望虞河后，流向何处?河网各断面流量中或各河段水体中常熟枢纽引江水量占多少比重?对这些问题的研究可以估计常熟枢纽引江的效果和影响范围。因此，平原河网区域来水组成方法在生产实践中具有重要意义。重点介绍了平原河网区域来水组成原理及其在太湖流域的应用。  相似文献   

长江河源区的河水主要元素与Sr同位素来源   总被引：20，自引：1，他引：20  

赵继昌  耿冬青  彭建华  刘丛强  B.Dupre  J.Gaillardet  李文鹏  何庆成 《水文地质工程地质》2003,30(2):89-93,98

长江源区河水化学成分来自雨雪、蒸发盐岩、碳酸盐岩和硅酸盐岩。主要支流楚玛尔河、北麓河的主要阳离子为Na 、Ca2 和Mg2 ,占阳离子总量的97%以上.Ca Na,Mg Na,K Na的比值较低,87Sr 86Sr为0 709180±20～0 710280±11,河水成分以蒸发岩类溶解为主。发源于唐古拉山北坡的长江源头,及其支流主要阳离子为Ca2 ,Mg2 ,Na 占阳离子总量的97%以上,Ca Na,Mg Na,K Na的比值较楚玛尔河等河流高,87Sr 86Sr为0 708954±20～0 710455±18,表现为以碳酸盐岩和硅酸盐岩的溶解为主。计算表明,长江河源区河水中主要化学成分来自蒸发岩中Na 和Cl-,在河流水化学成分中占比例最大,长江河水中Cl-含量从河源区向下游明显逐渐减小,反应出河源区高寒干旱环境下河流蒸发岩的化学侵蚀作用较强的特征。  相似文献   

处理DEM中闭合洼地和平坦区域的一种新方法   总被引：14，自引：5，他引：14       下载免费PDF全文

孔凡哲  芮孝芳 《水科学进展》2003,14(3):290-294

数字高程模型(DEM)中的闭合洼地和平坦区域影响着流域排水网络的自动提取.目前已提出很多方法来处理这两种地形,但均针对已经形成的DEM单元网格进行处理,结果往往生成伪河道及平行河道.在回顾分析了这些方法存在的问题后,提出了一种新的处理方法,该法认为DEM中的闭合洼地和平坦区域是由于低质量的资料输入、生成DEM时的内插误差等引起的.通过增加输入地形高程信息,避免了DEM中平坦区域和闭合洼地的生成,从而使由DEM生成的河网与实际河网能够精确拟合.实例分析表明,该方法效果明显.  相似文献   

Onshore and offshore seismic and lithostratigraphic analysis of a deeply incised Quaternary buried valley system in the Northern Netherlands     

Sjoerd J. Kluiving  J. H. Aleid Bosch  Jan H. J. Ebbing  Chris S. Mesdag  Rogier S. Westerhoff 《Journal of Applied Geophysics》2003,53(4):249

High-resolution seismic data (onshore and offshore), geophysical borehole data as well as detailed lithofacies from airlift boreholes were acquired in northern Netherlands on and around the island of Ameland. Marine and land seismic data combined with information from land boreholes have been explored with the objective of providing a sedimentary model. Qualitative seismic facies analysis of the valley fill commonly shows a thin unit with high amplitude reflectors at the base. Thick units of variable seismic facies (transparent to high amplitude) occur higher up in the sequence. Onlap is common at mid–upper levels within the sandy valley fill (with clay in mm layering), and a transparent seismic facies, corresponding to firm clays, is common at the top. Almost all lithological unit boundaries recognised within core parameters correspond with seismic unconformities within error margins. Subunits contain multiple cyclical trends in gamma ray and grain size. Cyclical trends show lower order fluctuations in gamma radiation on a scale of less than 1 m. Gamma-ray pattern variability between units, e.g. in general coarsening-up or fining-up units, suggests migration of subaqueous outwash fans or ice margin fluctuations. Seismic results could support a headward excavation and backfilling process suggested by Praeg [Morphology, stratigraphy and genesis of buried Elsterian tunnel valleys in the southern North Sea basin [PhD thesis]: University of Edinburgh, 207 pp.; Journal of Applied Geophysics, (this volume)] as being responsible for the formation of buried valleys. On a lithological scale, a more complicated, detailed and cyclical pattern arises. Catastrophic processes are considered unlikely as being responsible for the infill sequence because of the observed small-scale facies variability and because of the presence of diamicton layers. Diamicton layers at the base of basal unconformities as well as higher in sequence could suggest subglacial deformation by grounded ice before and during the valley-fill process.  相似文献   

A hybrid indirect boundary element—discrete wave number method applied to simulate the seismic response of stratified alluvial valleys     

S. A. Gil-Zepeda  J. C. Montalvo-Arrieta  R. Vai  F. J. Snchez-Sesma 《Soil Dynamics and Earthquake Engineering》2003,23(1):77-86

A hybrid indirect boundary element – discrete wavenumber method is presented and applied to model the ground motion on stratified alluvial valleys under incident plane SH waves from an elastic half-space. The method is based on the single-layer integral representation for diffracted waves. Refracted waves in the horizontally stratified region can be expressed as a linear superposition of solutions for a set of discrete wavenumbers. These solutions are obtained in terms of the Thomson–Haskell propagators formalism. Boundary conditions of continuity of displacements and tractions along the common boundary between the half-space and the stratified region lead to a system of equations for the sources strengths and the coefficients of the plane wave expansion. Although the regions share the boundary, the discretization schemes are different for both sides: for the exterior region, it is based on the numerical and analytical integration of exact Green's functions for displacements and tractions whereas for the layered part, a collocation approach is used. In order to validate this approach results are compared for well-known cases studied in the literature. A homogeneous trapezoidal valley and a parabolic stratified valley were studied and excellent agreement with previous computations was found. An example is given for a stratified inclusion model of an alluvial deposit with an irregular interface with the half-space. Results are displayed in both frequency and time domains. These results show the significant influence of lateral heterogeneity and the emergence of locally generated surface waves in the seismic response of alluvial valleys.  相似文献   

Investigation of spatially distributed braided river flows using a two‐dimensional hydraulic model     

A. P. Nicholas 《地球表面变化过程与地形》2003,28(6):655-674

This paper reports the application of a two‐dimensional hydraulic model to a braided reach of the Avoca River, New Zealand. Field measurements of water surface elevation, depth and velocity obtained at low flow were used to validate the model and to optimize the parameterization of bed friction. The main systematic trends in the measured flow variables are reproduced by the model. However, field data are characterized by greater spatial variability than model output reflecting differences in the scale of processes measured in the field and represented by the model. Additional model runs were conducted to simulate flow patterns within the study reach at five higher discharges. The purpose of these simulations was to evaluate the potential for using two‐dimensional hydraulic models to quantify the reach‐scale hydraulic characteristics of braided rivers and their dependence on discharge. Changes in flow depth and velocity with increasing discharge exhibit trends that are consistent with the results of previous field investigations, although the tendency for the wetted area of the braidplain within particular depth and velocity categories to remain fixed as discharge rises, as has been noted for several braided rivers in New Zealand, was not observed. Modelled shear stress frequency distributions fit gamma functions that incorporate a distribution shape parameter, the value of which follows clear systematic trends with rising discharge. These results illustrate both the problems of, and potential for, using two‐dimensional hydraulic models in braided river applications. This leads to something of a paradox in that while such models provide a means of generating hydraulic information that would be difficult to obtain in the field at an equivalent spatial resolution, they are, due to the problems inherent to data collection, difficult to validate conclusively. Despite this limitation, the application of spatially distributed models to investigate relationships between discharge and reach‐scale form and process variables appears to have considerable potential. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

石羊河流域水质环境遥感监测评价研究   总被引：10，自引：2，他引：10  

乔平林  张继贤  林宗坚 《国土资源遥感》2003,14(4):39-41,45

利用遥感技术对流域水质环境的监测评价,可实现全流域水质的同步监测,其监测结果具有可比性。以石羊河流域为实验区,研究了一种基于遥感技术的河流水质环境监测与评价方法,该方法克服了传统监测方法的局限性,完善了表面水质遥感信息获取的基础方法研究体系。  相似文献   

La vallée d'Ys : un paléoréseau hydrographique immergé en baie de Douarnenez (Finistère,France)     

Gwénaël Jouet  Claude Augris  Bernard Hallegouët  Pascal Le Roy  Joël Rolet 《Comptes Rendus Geoscience》2003,335(5):487-494

Interpretation of the recent high-resolution survey, CANADOU 2000, in the Bay of Douarnenez (Finistère, France) allowed us to restore the morphology of the substratum and the sedimentary filling of the bay. The Brioverian and Palaeozoic substratum reveals a well-defined network of incised valleys as results of successive emergence stages of the Bay during the Quaternary. Valleys join in a westward-widened mean valley, called Ys Valley. The present-day sedimentary fill of the bay of Douarnenez appears mainly controlled by the Holocene rise and the consecutive highstand. It comprises fluvial and estuarine deposits filling up incised valleys and marine sedimentation extending out of the incised valleys. To cite this article: G. Jouet et al., C. R. Geoscience 335 (2003).To cite this article: G. Jouet et al., C. R. Geoscience 335 (2003).  相似文献   

Flood Damage Reduction Program (FDRP) in Québec: Case Study of the Chaudiére River     

Esther Roy  Jean Rousselle  Jacinthe Lacroix 《Natural Hazards》2003,28(2-3):387-405

This study presents the evolution of agreements between the governments of Canadaand Québec on flood damage reduction. In Québec, the implementation of a regulation about building in floodplains came about in 1983–1984. Today, this regulation takes the form of a policy called ``Policy of shores, littoral and floodplain protection'. Municipalities must adopt rules that concur with the principles of this policy.The Chaudiére River basin was selected for analysis of urban developmentduring the period following the application of building rules in flood-risk areas.Despite the ban on building in the strong current zone (0–20 year return periodflood zone), many buildings, essentially residential, have been erected in thiszone. These new constructions generally account for a low percentage of thetotal property value in the 0–100 year flooding area, but are legal since theyare connected to a water and sewage network that existed prior to the officialfloodplain regulation.Flood damage along the Chaudiére River will tend to increase for two reasons.Firstly, while respecting the policy mentioned above, sites are still available infloodplains for future development. Secondly, no structural flood protection workshave been erected in view of the fact they are only marginally profitable from anbenefit-cost point of view.  相似文献