Bankfull width and morphological units in an alpine stream of the dolomites (Northern Italy)   总被引：1，自引：0，他引：1  

A. Vianello  V. D'Agostino   《Geomorphology》2007,83(3-4):266

This research examines variations in bankfull cross-sections along a steep stream of the Dolomites (Cordevole stream, Belluno, Northern Italy). Field measurements were conducted to determine variations in the channel top-width at bankfull stage in relation to the drainage area and to the length of the flow path. After grouping the bed morphologies according to the Montgomery and Buffington [Montgomery, D.R., Buffington, J.M., 1997. Channel-reach morphology in mountain drainage basins. Geol. Soc. of Am. Bull. 109 (5) 596–611.] classification, we analyzed the increase in bankfull width for the dominant stream units (cascades, step pools, isolated pools and colluvial reaches at the head of the basin). We observed that the morphologies more related to the drainage area are colluvial reaches and pools; the less adaptable are steps and cascades. These differences likely result from the absence of lateral constriction in the colluvial reaches and pools, whereas the presence of coarser sediments in the bed can affect the transverse adjustments in steps and reaches dominated by cascades. Linkages between cross-section geometry and parameters related to flow (i.e. drainage area and stream power) have been analyzed together with the distribution of surface grain sizes and its coarsening pattern. The existence of distinctive bankfull widths between different morphological units points out the degree of susceptibility to be modeled according to the channel slope, reference diameter (D₉₀), and contributing area.  相似文献   

地铁隧道施工引起地层位移规律的探讨   总被引：9，自引：0，他引：9  

韩煊  李宁 《岩土力学》2007,28(3):609-613

目前对城市隧道开挖所引起的地表以下地层的位移规律的认识还很不充分，长期以来只有定性地认识。英国学者Mair等人（1993年）根据在黏土中的有限实测资料，基于预测地表位移的Peck公式，考虑了沉降槽宽度随深度变化，从而提出了地表以下的位移计算公式。他们的研究成果被广泛引用，但是由于其仅适用于黏性土，且假定地表处沉降槽宽度参数为0.5，因此在应用上受到很大的限制。在Mair公式的基础上，着重讨论了沉降槽宽度参数随地层深度的变化趋势，并提出了修正计算公式，不仅可以考虑地表沉降槽宽度参数与0.5相差较大的情况，还适用于砂类土地层，因此比Mair公式具有更广泛的适用性。  相似文献   

以树轮宽度重建九寨沟1750年以来 冬半年平均最低温度^*   总被引：2，自引：2，他引：2       下载免费PDF全文

宋慧明  刘禹  倪万眉  蔡秋芳  孙军艳  葛文斌  萧维扬 《第四纪研究》2007,27(4):486-491

利用四川九寨沟地区树轮宽度年表对该地区1750A.D.以来的冬半年(上年11月到当年3月)平均最低温度进行模拟重建,重建方程的方差解释量为46.2 ％ (调整自由度后为45.1 ％ )。结果表明,九寨沟地区在重建期间平均最低温度较低的时段主要有1814~1844年和1937~1984年两个阶段; 而平均最低温度较高的时段主要有1795~1813年和1984年至今两个时期,其中1984年之后的升温时段尤为显著,与川西其他地点冬季温度重建非常相近。计算显示,与尼泊尔Kathmandu冬半年平均气温(上年10月到当年2月)相比,九寨沟地区冬半年平均最低温度存在显著2年滞后(r=0.27, p<0.0001),而1825年前后及1970年前后两个冬季低温时段在两个地点大体是一致的,这些现象表明青藏高原周边地区冬半年温度变化的趋同性。功率谱分析表明,九寨沟地区冬半年平均最低温度2.11~6.86a的准周期与ENSO周期比较一致,而18.46a准周期则显示了该地气温变动与天文准19a周期有一定关系。  相似文献   

Crossover from capillary fingering to compact invasion for two-phase drainage with stable viscosity ratios     

M. Ferer  Grant S. BromhalDuane H. Smith 《Advances in water resources》2007

Motivated by a wide range of applications from enhanced oil recovery to carbon dioxide sequestration, we have developed a two-dimensional, pore-level model of immiscible drainage, incorporating viscous, capillary, and gravitational effects. This model has been validated quantitatively, in the very different limits of zero viscosity ratio and zero capillary number; flow patterns from modeling agree well with experiment. For a range of stable viscosity ratios (μ_injected/μ_displaced ? 1), we have increased the capillary number, N_c, and studied the way in which the flows deviate from capillary fingering (the fractal flow of invasion percolation) and become compact for realistic capillary numbers. Results exhibiting this crossover from capillary fingering to compact invasion are presented for the average position of the injected fluid, the fluid–fluid interface, the saturation and fractional flow profiles, and the relative permeabilities. The agreement between our results and earlier theoretical predictions [Blunt M, King MJ, Scher H. Simulation and theory of two-phase flow in porous media. Phys Rev A 1992;46:7680–99; Lenormand R. Flow through porous media: limits of fractal patterns. Proc Roy Soc A 1989;423:159–68; Wilkinson D. Percolation effects in immiscible displacement. Phys Rev A 1986;34:1380–90; Xu B, Yortsos YC, Salin D. Invasion Percolation with viscous forces. Phys Rev E 1998;57:739–51] supports the validity of these general theoretical arguments, which were independent of the details of the porous media in both two and three dimensions.  相似文献   

Channel change,bankfull and effective discharges on a vertically accreting,meandering, gravel‐bed river     

B. Gomez  S. E. Coleman  V. W. K. Sy  D. H. Peacock  M. Kent 《地球表面变化过程与地形》2007,32(5):770-785

Along the lower reaches of the Waipaoa River, New Zealand, cross‐section survey data indicate there was a 23 per cent decrease in bankfull width and a 22 per cent reduction in channel cross‐section area between 1948 and 2000, as the channel responded to increased inputs of fine (suspended) sediment following deforestation of the headwaters in late C19 and early C20. We determined the bankfull discharge within a ～39 km long reach by routing known discharges through the one‐dimensional MIKE 11 flow model. The model runs suggest that the bankfull discharge varies between ～800 and ～2300 m³ s^?1 and that the average recurrence interval is 4 ± 2 years on the annual maximum series; by contrast, the effective flow (360 m³ s^?1) is equaled or exceeded three times a year. The variability in bankfull discharge arises because the banks tend to be lower in places where flood flows are constricted than in reaches where overbank flow is dispersed over a wide area, and because scour has counteracted aggradation in some locations. There is no downstream variation in Shields stress, or in relative shear stress, within the study reach. Bankfull shear stress is, on average, five times greater than the shear stress required to initiate motion. At the effective discharge it is more than twice the threshold value. The effective discharge probably has more relevance than the bankfull discharge to the overall picture of sediment movement in the lower reaches of the Waipaoa River but, because width is constrained by the stability and resistance of the bank material to erosion during high flows that also scour the bed, the overall channel geometry is likely determined by discharges at or near bankfull. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

强震地表破裂宽度与震级的统计关系研究   总被引：5，自引：0，他引：5       下载免费PDF全文

郭安宁 《地震工程学报》2000,22(3):301-305

研究了强震造成地表破裂的宽度范围,得出造成地表破裂的下限震级地６．６级,对应最大震级（Ｍ＝８．５）的可能破裂宽度是１００ｋｍ,它是一种带状破裂而不是一种线状破裂,统计得出震级－地表破裂宽度的经验关系式。  相似文献   

利用树轮资料重建1751-2005年崆峒山地区夏季温度变化   总被引：4，自引：0，他引：4  

侯迎  王乃昂  李钢  郑芳 《气候变化研究进展》2007,3(3):172-176

利用采自崆峒山区的66根油松树轮样芯,建立了采样点的标准年表、差值年表和自回归标准化年表。相关分析表明,标准年表与当年夏季均温有显著的相关性,通过建立回归方程,重建了1751-2005年崆峒山地区夏季温度序列。结果表明,自1751年以来,研究区存在3个高温期（1786-1847年、1894-1937年、1987-2004年）和3个低温期（1764-1785年、1852-1893年、1952-1986年）。与Nino3指数、南方涛动指数（SOI）和太阳黑子数等对比表明,崆峒山地区对全球大尺度气候变化及太阳活动都有较好的响应。  相似文献   

瞬变电磁测深波场变换中波形展宽原因探讨   总被引：1，自引：1，他引：0  

华军  蒋延生  汪文秉 《煤田地质与勘探》2003,31(3):52-56

波场变换技术使瞬变电磁测深反演应用层析成像技术成为可能,但变换后得到的电磁场量波形随偏移距和地层电导率的增大而展宽,严重影响着反演的空间分辨率。本文通过导出的大回线圈在均匀无耗媒质中的阶跃响应之解析表达式,分析了大回线圈的辐射场波形宽度与场点坐标的关系。应用这一关系和大地感应电流空间分布的特点,讨论了波形展宽的原因,并指出,波场变换中波形展宽是由于大地中感应涡旋电流在空间上呈体分布的特性所造成的。   相似文献   

黄河下游河相关系与平滩流量特征关系的随机演化模拟     

宋晓龙  钟德钰  王光谦 《地理学报(英文版)》2020,30(5):843-864

Extreme weather is an important noise factor in affecting dynamic access to river morphology information.The response characteristics of river channel on climate disturbances draw us to develop a method to investigate the dynamic evolution of bankfull channel geometries(including the hydraulic geometry variables and bankfull discharges)with stochastic differential equations in this study.Three different forms of random inputs,including single Gaussian white noise and compound Gaussian/Fractional white noise plus Poisson noise,are explored respectively on the basis of the classical deterministic models.The model parameters are consistently estimated by applying a composite nonparametric maximum likelihood estimation(MLE)method.Results of the model application in the Lower Yellow River reveal the potential responses of bankfull channel geometries to climate disturbances in a probabilistic way,and,the calculated average trends mainly run to synchronize with the measured values.Comparisons among the three models confirm the advantage of Fractional jump-diffusion model,and through further discussion,stream power based on such a model is concluded as a better systematic measure of river dynamics.The proposed method helps to offer an effective tool for analyzing fluvial relationships and improves the ability of crisis management of river system under varying environment conditions.  相似文献   

Using width‐based rating curves from spatially discontinuous satellite imagery to monitor river discharge          下载免费PDF全文

Tamlin M. Pavelsky 《水文研究》2014,28(6):3035-3040

Remote estimation of river discharge from river width variations is an intriguing method for gauging rivers without conventional measurements. Entirely cloud‐free imagery of an entire river reach is often rare, but partial coverage is more frequent. Discharge is estimated from spatially discontinuous imagery via construction of multiple width–discharge rating curves within a 62‐km reach of the Tanana River, Alaska. The resulting discharge error is as low as 6.7% root mean squared error. Imagery covering <20% of the study reach can be used. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献