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Accumulation phenomena in fluvial processes and the corresponding stochastic model 被引量:3
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作者 JING Huan ZHONG Deyu +2 位作者 ZHANG Hongwu SHI Xufang WANG Yanjun 《Journal of Geographical Sciences》 SCIE CSCD 2020年第6期1021-1040,共20页
Accumulation occurs widely in fluvial processes.Accurately accounting for the effects of previous water and sediment conditions on accumulation is essential for studying riverbed evolution.In this study,to reveal the ... Accumulation occurs widely in fluvial processes.Accurately accounting for the effects of previous water and sediment conditions on accumulation is essential for studying riverbed evolution.In this study,to reveal the physical mechanisms of accumulation,various geometric observations of both the upstream and downstream reaches of dams on several typical fluvial channels were analyzed.The changes in water and sediment conditions were defined as external disturbances.Assuming that the probability of an external disturbance conforms to a Poisson distribution,and that the response intensity induced by an individual disturbance decays exponentially over time,a mathematical description of the accumulation of internal responses to external disturbances is given.Furthermore,a corresponding theoretical model for simulating the spatiotemporal readjustments of characteristic river variables is proposed based on stochastic theory.The proposed models are then applied to investigate spatiotemporal readjustment in the upper and lower reaches of dams following their construction.The results indicate that temporally,the vertical,lateral,and overall readjustment rates of the reaches are relatively fast in the early period following dam construction but then decrease rapidly over time.Accumulated riverbed degradation,channel width,and sedimentation continuously increase until a new dynamic equilibrium is reached.These phenomena reflect the representative accumulation characteristics of fluvial processes.Spatially,the erosion intensities in downstream reaches decrease nonlinearly along the channel until eventually diminishing.The unbalanced spatial distribution of erosion intensity arises from the system response characterized by propagation in space but decay over time,which is characteristic of accumulation phenomena after disturbances.The results of the developed model show that the spatiotemporal readjustments of the studied cross-sections and channel reaches can be accurately described by the unified theoretical formula derived herein.The model predictions show good agreement with observed field data with determination coefficients of 0.92,0.93,0.76,and 0.95 for vertical,lateral,longitudinal,and overall readjustments,respectively.The proposed theoretical models account for both the accumulation characteristics of fluvial processes and their spatial distributions.In demonstrating the proposed ap-proach,this study provides a theoretical basis and new calculation method for quantitatively describing the spatiotemporal readjustments of non-equilibrium fluvial channels following external disturbances. 展开更多
关键词 aceumulation phenomenon fluvial process accumulated riverbed degradation channel width accu-mulated erosion and sedimentation
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Rosgen stream classification and fluvial processes of the Shiyang River,China 被引量:1
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作者 LI Ping GAO Hongshan +4 位作者 LI Zongmeng WU Yajie LIU Fenliang YAN Tianqi CHEN Yingying 《Journal of Mountain Science》 SCIE CSCD 2024年第11期3886-3897,共12页
The Shiyang River is an important ecological pillar in northwest China,sustaining Minqin oasis and its surrounding society.However,the basin has long been plagued by water scarcity and ecological fragility.Although th... The Shiyang River is an important ecological pillar in northwest China,sustaining Minqin oasis and its surrounding society.However,the basin has long been plagued by water scarcity and ecological fragility.Although the river classification is critical for understanding the complexity,diversity,and ecological functions of rivers,and the foundation of river management and watershed ecological restoration,it has not received adequate attention in this region.To obtain a deeper and comprehensive understanding of the Shiyang River,this study utilizes the Rosgen stream classification system to assess the river morphology,geomorphic features,and hydrologic processes.The results showed that seven first-level and fourteen second-level river types can be identified along 53 river sections of the Shiyang River.Further comparison analysis on the hydrologic parameters for each river type demonstrated a strong positive correlation between discharge and all river parameters.As discharge increased,channels with moderate to high width/depth ratios experienced significant lateral adjustments.A consistent channel gradient,coupled with higher discharge,facilitated the transition from single to multiple channels.Braiding tendencies were more pronounced in rivers where riverbeds were wider and shallower with higher stream power.Additionally,water-flow shear stress decreased with the increase in the width/depth ratio.This study offered critical insights into the Shiyang River’s forms and processes and for the river management and ecological restoration practices. 展开更多
关键词 Rosgen stream classification fluvial processes Geometric Channel Parameters The Shiyang River
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Fluvial Processes in the Meandering Reach of the Lower Wei River During the Course of Degradation
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作者 Xia, Junqiang Wang, Guangqian Wu, Baosheng 《四川大学学报(工程科学版)》 EI CAS CSCD 北大核心 2005年第S1期46-51,共6页
This paper presents an analysis of the changes of the longitudinal and lateral profiles in the meander- ing reach of the Lower Wei River over the period from October 1973 to October 1976 during the course of degradati... This paper presents an analysis of the changes of the longitudinal and lateral profiles in the meander- ing reach of the Lower Wei River over the period from October 1973 to October 1976 during the course of degradation.Analysis results indicated that retrogressive erosion and subsequent downstream erosion occurred in the reach due to the lowering in the Tongguan elevation and the inflowing water carrying low sediment con- centrations.At the end of the degradation,the main channel widths of the majority ... 展开更多
关键词 the Lower Wei River fluvial processes batse level of erosion channel widening channel undercut
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The intensity of slope and fluvial processes after a catastrophic windthrow event in small catchments in the Tatra Mountains
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作者 Dariusz STRZYŻOWSKI Elżbieta GORCZYCA +1 位作者 Kazimierz KRZEMIEŃ Mirosław ŻELAZNY 《Journal of Mountain Science》 SCIE CSCD 2021年第6期1405-1423,共19页
Strong wind events frequently result in creating large areas of windthrow, which causes abrupt environmental changes. Bare soil surfaces within pits and root plates potentially expose soil to erosion. Absence of fores... Strong wind events frequently result in creating large areas of windthrow, which causes abrupt environmental changes. Bare soil surfaces within pits and root plates potentially expose soil to erosion. Absence of forest may alter the dynamics of water circulation. In this study we attempt to answer the question of whether extensive windthrows influence the magnitude of geomorphic processes in 6 small second-to third-order catchments with area ranging from 0.09 km^(2) to 0.8 km^(2). Three of the catchments were significantly affected by a windthrow which occurred in December 2013 in the Polish part of the Tatra Mountains, and the other three catchments were mostly forested and served as control catchments. We mapped the pits created by the windthrow and the linear scars created by salvage logging operations in search of any signs of erosion within them. We also mapped all post-windthrow landslides created in the windthrow-affected catchments. The impact of the windthrow on the fluvial system was investigated by measuring a set of channel characteristics and determining bedload transport intensity using painted tracers in all the windthrow-affected and control catchments. Both pits and linear scars created by harvesting tend to become overgrown by vegetation in the first several years after the windthrow. The only signs of erosion were observed in 10% of the pits located on convergent slopes. During the period from the windthrow event in 2013 until 2019, 5 very small(total area <100 m^(2)) shallow landslides were created. The mean distance of bedload transport was similar(t-test, p=0.05) in most of the windthrow-affected and control catchments. The mapping of channels revealed many cases of root plates fallen into a channel and pits created near a channel. A significant amount of woody debris delivered into the channels influenced the activity of fluvial processes by creating alternating zones of erosion and accumulation. 展开更多
关键词 fluvial processes Slope processes WINDTHROW Tree uprooting Channel morphology Tatra Mountains
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Multiple time scales of fluvial processes—theory and applications
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作者 G.Pender 《Theoretical & Applied Mechanics Letters》 CAS 2011年第5期1-7,共7页
Fluvial processes comprise water flow,sediment transport and bed evolution,which normally feature distinct time scales.The time scales of sediment transport and bed deformation relative to the flow essentially measure... Fluvial processes comprise water flow,sediment transport and bed evolution,which normally feature distinct time scales.The time scales of sediment transport and bed deformation relative to the flow essentially measure how fast sediment transport adapts to capacity region in line with local flow scenario and the bed deforms in comparison with the flow,which literally dictates if a capacity based and/or decoupled model is justified.This paper synthesizes the recently developed multiscale theory for sediment-laden flows over erodible bed,with bed load and suspended load transport,respectively.It is unravelled that bed load transport can adapt to capacity sufficiently rapidly even under highly unsteady flows and thus a capacity model is mostly applicable,whereas a non-capacity model is critical for suspended sediment because of the lower rate of adaptation to capacity.Physically coupled modelling is critical for fluvial processes characterized by rapid bed variation.Applications are outlined on very active bed load sediment transported by flash floods and landslide dam break floods. 展开更多
关键词 sediment-laden flow fluvial processes capacity/non-capacity model coupled/decoupled model multiple time scales FLOODING
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Fluvial processes and their impact on the finless porpoise's habitat after the Three Gorges Project became operational 被引量:3
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作者 FANG HongWei HE GuoJian +3 位作者 HAN Dong DUAN JieHui HUANG Lei CHEN MingHong 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第5期1020-1029,共10页
Since the filling of the reservoir of the Three Gorges Project(TGP)dam in the Yangtze River in 2003,erosion downstream from the dam site has affected the finless porpoise’s habitat.In this study,a one-dimensional(1D)... Since the filling of the reservoir of the Three Gorges Project(TGP)dam in the Yangtze River in 2003,erosion downstream from the dam site has affected the finless porpoise’s habitat.In this study,a one-dimensional(1D)fluvial process mathematical model is used to calculate flow and sediment transport in the middle and lower reaches of the Yangtze River,including the finless porpoise’s habitat.By analyzing the calculation results for the water resources,suspended load,and bed materials in the finless porpoise’s habitat after the riverbed deformation,we evaluated the possible impact on this rare Yangtze River aquatic animal.The results show that,with the erosion of riverbed over the next 20 years,the water quantity comprising the habitat will decrease to half of its present amount,and the bed materials will be eroded to coarse grading,such that the reserve will become a gradually disappearing stream.Effective engineering measures should be used to decrease the erosion in the main channel,in case the overall erosion cannot be stemmed and controlled,to ensure an adequate water volume flows into the finless porpoise’s habitat. 展开更多
关键词 fluvial process finless porpoise habitat Three Gorges Project water resource bed materials
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The impact of geological uncertainty on primary production from a fluvial reservoir 被引量:3
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作者 Mohammad Koneshloo Saman A.Aryana Xiaoni Hu 《Petroleum Science》 SCIE CAS CSCD 2018年第2期270-288,共19页
Deposition of fluvial sandbodies is controlled mainly by characteristics of the system, such as the rate of avulsion and aggradation of the fluvial channels and their geometry. The impact and the interaction of these ... Deposition of fluvial sandbodies is controlled mainly by characteristics of the system, such as the rate of avulsion and aggradation of the fluvial channels and their geometry. The impact and the interaction of these parameters have not received adequate attention. In this paper, the impact of geological uncertainty resulting from the interpretation of the fluvial geometry, maximum depth of channels, and their avulsion rates on primary production is studied for fluvial reservoirs. Several meandering reservoirs were generated using a process-mimicking package by varying several con- trolling factors. Simulation results indicate that geometrical parameters of the fluvial channels impact cumulative pro- duction during primary production more significantly than their avulsion rate. The most significant factor appears to be the maximum depth of fluvial channels. The overall net-to-gross ratio is closely correlated with the cumulative oil production of the field, but cumulative production values for individual wells do not appear to be correlated with the local net-to-gross ratio calculated in the vicinity of each well. Connectedness of the sandbodies to each well, defined based on the minimum time-of-flight from each block to the well, appears to be a more reliable indicator of well-scale production. 展开更多
关键词 Geological uncertainty evaluation fluvial reservoir modeling process-mimicking simulation Geometry of fluvial channels
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Analysis of Morphological Processes in a Disturbed Gravel-Bed River (Piave River): Integration of LiDAR Data and Colour Bathymetry
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作者 Fabio Delai Johnny Moretto Lorenzo Picco Emanuel Rigon Diego Ravazzolo Mario Aristide Lenzi 《Journal of Civil Engineering and Architecture》 2014年第5期639-648,共10页
The magnitude of river morphological changes are better analyzed through the use of quantitative approaches, wherein resolution accuracy and uncertainty assessment are treated as crucial key-factors. In this sense, th... The magnitude of river morphological changes are better analyzed through the use of quantitative approaches, wherein resolution accuracy and uncertainty assessment are treated as crucial key-factors. In this sense, the creation of precise DEMs (Digital Elevation Models) of rivers represents an affordable tool to analyze geomorphic variations and budgets, except for wetted areas, where reliable channel digitalization can normally be obtained only using expensive bathymetric surveys. The proposed work aims at improving channel surface models without having available bathymetric sensors, by deriving dry areas elevations from LiDAR data and water depth of wetted areas from aerial photos through a predictive depth-colour relationship. The methodology was applied to two different sub-reaches of the Piave River, a gravel-bed river which suffered severe flood events in 2010. Erosion and deposition patterns were identified through DEM differencing, showing a predominance of scour processes which can lead to channel instability situations. The bathymetric output was compared to other previously-derived models confirming the accuracy of the in-channel elevation estimates. Finally, a discussion on the role played by longitudinal protections during the studied flood events is proposed, focusing the attention on the incidence of two major bank erosions that removed significant volumes of stable areas. 展开更多
关键词 Colour bathymetry LiDAR data flood impacts fluvial erosion-deposition processes effect of river protections.
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治河·治江·治水“大家”谈
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作者 董耀华 《水利水电快报》 2025年第10期139-144,共6页
“治河·治江·治水”理念可表述为河流泥沙与治河防洪的“治河”理论,长江治理保护与开发利用的“治江”实践,以及兴水利、除水害的“治水”使命;该理念与“河流学-长江学-水科学”学科范式构成三因子“复合园”相关模式。系... “治河·治江·治水”理念可表述为河流泥沙与治河防洪的“治河”理论,长江治理保护与开发利用的“治江”实践,以及兴水利、除水害的“治水”使命;该理念与“河流学-长江学-水科学”学科范式构成三因子“复合园”相关模式。系统总结了中国古近代治河·治江·治水“十大家”,重点综述了现代“三大家”,初步探索了新时代治河·治江·治水理念及“大家”精神的传承与弘扬。①古近代“十大家”及其代表成就与实践经验包括夏朝大禹(大禹治水),秦国李冰(都江堰),楚国孙叔敖(淮河芍陂),西汉贾让(治河三策),西汉司马迁(《史记·河渠书》),北魏郦道元(《水经注》),元代郭守敬(通惠河),明朝潘季驯(束水攻沙),清代斳铺-陈潢(《治河方略》),近代李仪祉(中国水利科学奠基人)等;②现代“三大家”代表性理论成果及实践应用包括治江三阶段、河流辩证法(林一山),河势理论、水流挟沙力(张瑞瑾),河床演变学、泥沙运动力学(钱宁);③提出了长江流域高质量治理保护与可持续开发利用治江新阶段、黄河中下游“减沙增水”治黄新方略,探讨了河流学初步构建及若干辨识(河流形态学辨义、“大河势”思维及宏观河流学方法、河流泥沙研究辨识)。建议增强“河流学-长江学-水科学”学科构建,倡议实施“科教兴水”战略。 展开更多
关键词 治河·治江·治水 河流学-长江学-水科学 河流辩证法 河势理论 水流挟沙力 河流形态学-河床演变学-河流动力学 减沙增水 科教兴水
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河流过程对小型集水区沉积物地球化学与重矿物组成的影响——以巴兰河为例
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作者 赵慧莹 谢远云 +4 位作者 迟云平 康春国 吴鹏 孙磊 魏振宇 《沉积学报》 北大核心 2025年第1期63-75,共13页
【目的】河流沉积物记录了丰富的源区信息,对于探究流域源区风化、搬运—沉积循环及母岩成分具有重要意义。与整合了不同风化机制并包含复杂岩石类型的大型流域不同,小型河流具有相似的气候和岩性背景,对研究沉积物物质组成有重要研究... 【目的】河流沉积物记录了丰富的源区信息,对于探究流域源区风化、搬运—沉积循环及母岩成分具有重要意义。与整合了不同风化机制并包含复杂岩石类型的大型流域不同,小型河流具有相似的气候和岩性背景,对研究沉积物物质组成有重要研究价值。【方法】为了探究河流过程对沉积物物质组成的影响,将从巴兰河上游到下游的边滩上获取的8个样品进行分粒级处理(<63μm、63~125μm、125~250μm),将小于63μm的样品进行地球化学测试(常量、微量、稀土和Sr-Nd同位素),63~125μm和125~250μm的样品进行重矿物测试。【结果】巴兰河沉积物经历了较低的化学风化作用、成熟度较低,处于初次循环沉积,物源主要来源于长英质母岩。物源指标(La/Sc、Co/Th、Cr/Th、Th/Sc)和Sr-Nd同位素组成总体变化较小,能够代表巴兰河总体流域特征。【结论】巴兰河样品呈现出一致的化学风化程度、成熟度、再循环特征、母岩特征,这说明河流过程并没有对巴兰河沉积物的地球化学组成造成明显影响。重矿物经过河流的搬运后稀释混合,不同河段及不同粒级组分的重矿物明显呈现不同的含量组成,表明短距离的搬运很难使重矿物均匀分配到不同粒级组分。因此,在进行河流源—汇系统研究时,少数的样品很难代表整个流域的重矿物组成,即便是在小型河流中。另外,强调了Sr-Nd同位素与不活动元素比值结合可以有效进行河流物源示踪。 展开更多
关键词 巴兰河 河流过程 地球化学组成 重矿物 SR-ND同位素
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基于滞后响应模型的渭河下游冲淤量计算方法
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作者 许晓阳 陈月君 +3 位作者 魏欢 王平 胡恬 张晓华 《人民黄河》 北大核心 2025年第12期54-59,共6页
滞后响应是冲积河流河床演变的重要特征之一,但对于渭河下游冲淤的滞后响应规律研究目前相对缺乏。首先,基于滞后响应模型的单步解析模式,建立渭河下游冲淤量的计算模型;然后,分析渭河下游冲淤的主要影响因素,引入平均流量、悬沙中值粒... 滞后响应是冲积河流河床演变的重要特征之一,但对于渭河下游冲淤的滞后响应规律研究目前相对缺乏。首先,基于滞后响应模型的单步解析模式,建立渭河下游冲淤量的计算模型;然后,分析渭河下游冲淤的主要影响因素,引入平均流量、悬沙中值粒径、平均含沙量和潼关高程升降值等参数,建立平衡状态的渭河下游冲淤量计算公式;最后,结合渭河下游的冲淤量计算模型和平衡状态冲淤量计算公式,建立了渭河下游的冲淤量计算方法。采用实测水沙数据资料对公式进行了检验,结果表明,从整体数据来看,咸阳—临潼河段、临潼—华县河段、华县以下河段累计冲淤量计算方法的拟合优度分别为0.92、0.88、0.27,从去除2010年、2014年冲淤量较大年份的数据来看,华县以下河段累计冲淤量计算方法的拟合优度为0.70。建立的公式在进行渭河下游冲淤量计算时有较好的适应性,能够准确反映渭河下游冲淤量随水沙等条件变化的调整规律。 展开更多
关键词 河床演变 冲淤量 滞后响应模型 渭河下游
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钱塘江河口泥沙特性及河床冲淤研究 被引量:43
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作者 潘存鸿 曾剑 +1 位作者 唐子文 史英标 《水利水运工程学报》 CSCD 北大核心 2013年第1期1-7,共7页
简要介绍了钱塘江河口含沙量、泥沙粒径的分布特性,建立了钱塘江河口泥沙起动流速和挟沙能力公式,分析了河床大冲大淤、大冲以后大淤、上游段洪冲潮淤、下游段洪淤潮冲等河床演变特性,研究了河床冲淤对洪水和潮汐的巨大反作用.分析研究... 简要介绍了钱塘江河口含沙量、泥沙粒径的分布特性,建立了钱塘江河口泥沙起动流速和挟沙能力公式,分析了河床大冲大淤、大冲以后大淤、上游段洪冲潮淤、下游段洪淤潮冲等河床演变特性,研究了河床冲淤对洪水和潮汐的巨大反作用.分析研究表明,涌潮到达时,水流激烈冲刷河床,引起含沙量剧增,大多在涌潮过后的20 min内达到极值,形成大含沙量区.在平水期和枯水期,涨潮输沙量明显大于落潮,加剧了河口上游的淤积,涌潮是钱塘江河口大冲大淤的机理之一. 展开更多
关键词 涌潮 泥沙 河床冲淤 钱塘江河口
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地震背景下的川江流域泥沙与河床演变问题研究进展 被引量:26
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作者 曹叔尤 刘兴年 +1 位作者 黄尔 杨克君 《四川大学学报(工程科学版)》 EI CAS CSCD 北大核心 2009年第3期26-34,共9页
川江流域历史地震是影响川江流域沙量与河床演变的主要动力因素之一。"5.12"汶川大地震将进一步增加地震区流域的水土流失,改变川江流域的河流泥沙运动和河床演变趋势。汶川地震是龙门山断裂带有历史文献记录以来发生的最大... 川江流域历史地震是影响川江流域沙量与河床演变的主要动力因素之一。"5.12"汶川大地震将进一步增加地震区流域的水土流失,改变川江流域的河流泥沙运动和河床演变趋势。汶川地震是龙门山断裂带有历史文献记录以来发生的最大地震灾害。地震诱发了大量的崩塌、滑坡、泥石流、堰塞湖等次生地质灾害,在地表富集了大规模的松散堆积体。地震严重损坏了近20年来建设的水土保持设施,加剧了水土流失,较大地改变了流域坡面侵蚀条件和河流泥沙来源。综述了若干关键科学技术问题,包括地震与流域产沙,川江流域的泥沙量,地震与川江水系河床演变,地震次生灾害后的河流修复。并建议加强水利工程科学、地质科学和环境生态科学的交叉融合,开展震区河流灾后修复理论和关键技术的研究。 展开更多
关键词 汶川地震 川江流域 河流泥沙 河床演变 河流修复
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水力冲刷过程中塌岸淤床交互影响试验 被引量:20
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作者 余明辉 申康 +1 位作者 吴松柏 魏红艳 《水科学进展》 EI CAS CSCD 北大核心 2013年第5期675-682,共8页
在弯道水槽中展开系列试验,研究水力冲刷过程中非粘性岸坡冲刷崩塌与河床冲淤交互作用过程及其影响因素,进一步分析塌岸淤床泥沙贡献率。试验成果表明,水流冲刷过程中岸坡破坏是水流淘刷岸坡坡脚、岸坡崩塌及崩塌体淤积坡脚并在河床上... 在弯道水槽中展开系列试验,研究水力冲刷过程中非粘性岸坡冲刷崩塌与河床冲淤交互作用过程及其影响因素,进一步分析塌岸淤床泥沙贡献率。试验成果表明,水流冲刷过程中岸坡破坏是水流淘刷岸坡坡脚、岸坡崩塌及崩塌体淤积坡脚并在河床上输移掺混的交互作用反复循环过程。塌岸淤床模式及掺混程度与近岸流速、主流贴岸程度、水位及河床边界条件等关系密切。近岸流速越大、水位越高,岸坡总冲刷坍塌量、河床总淤积量以及河床累计淤积率也越大,稳定后的岸坡越趋平缓;河床可动程度越大,岸坡总冲刷坍塌量及其在河床上的总淤积量也越大,但河床累计淤积率却越小;水位越高,在弯道段等横向输沙强度较大的地方,岸坡冲刷崩塌体与河床发生掺混的程度也越大。 展开更多
关键词 非粘性 岸滩侵蚀 泥沙输移 河床演变 水槽试验
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以底栖动物为指示物种对长江流域水生态进行评价 被引量:46
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作者 段学花 王兆印 余国安 《长江流域资源与环境》 CAS CSSCI CSCD 北大核心 2009年第3期241-247,共7页
采用底栖动物作为指示物种对长江流域的水生态进行了调查研究和生态评价。在长江上游支流、中下游干流及沿江湖泊上选取36个代表性样点进行生态考察和底栖动物采样、鉴定和分析。采用Hilsenhoff生物指数和水化学分析对样点水质进行评价... 采用底栖动物作为指示物种对长江流域的水生态进行了调查研究和生态评价。在长江上游支流、中下游干流及沿江湖泊上选取36个代表性样点进行生态考察和底栖动物采样、鉴定和分析。采用Hilsenhoff生物指数和水化学分析对样点水质进行评价,对比分析了各样点底栖动物的结构组成及多样性。上游支流大部分样点水质清洁;中游干流及沿江湖泊水质受到轻度到中度污染;下游干流水质污染加重。底栖动物多样性在上游支流中最高,中游湖泊较高,干流中下游较低。总结得出了4种河床演变条件下的底栖动物群谱。上游支流河床稳定的河流底栖动物密度较大,物种丰富,多样性高;侵蚀下切的河流底栖动物密度、物种数和多样性较低;淤积抬升的河流底栖动物密度、物种数和多样性更低一些;河势散乱且河床运动剧烈的支流物种丰度和密度均很低甚至为零,生态条件差。 展开更多
关键词 长江流域 河流生态 底栖动物 河床演变 生态评价
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黄河内蒙古河段河床演变特征分析 被引量:27
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作者 侯素珍 常温花 +2 位作者 王平 田勇 伊晓燕 《泥沙研究》 CSCD 北大核心 2010年第3期44-50,共7页
针对近年来黄河内蒙古河段河槽淤积萎缩严重,防洪、防凌形势严峻的状况,从不同方面综合分析了巴彦高勒-头道拐河段河床冲淤演变特征。通过同流量水位变化分析了不同时期、不同水沙条件下各河段主槽冲淤变化,总体具有汛期冲刷非汛期淤积... 针对近年来黄河内蒙古河段河槽淤积萎缩严重,防洪、防凌形势严峻的状况,从不同方面综合分析了巴彦高勒-头道拐河段河床冲淤演变特征。通过同流量水位变化分析了不同时期、不同水沙条件下各河段主槽冲淤变化,总体具有汛期冲刷非汛期淤积的特点,而汛期冲淤变化取决于洪水期的变化;依据输沙量法分析了内蒙古河段冲淤变化特点,进一步指出了不同河段淤积的原因;从不同时段河床形态的调整,揭示了河床冲淤随水沙变化而调整的规律;指出了不利的水沙条件是内蒙古河段主槽淤积萎缩、排洪能力大幅度降低的根本原因。 展开更多
关键词 黄河 河床演变 同流量水位 河床形态 平滩流量
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考虑河岸变形的三维水沙数值模拟研究 被引量:24
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作者 假冬冬 邵学军 +1 位作者 王虹 周刚 《水科学进展》 EI CAS CSCD 北大核心 2009年第3期311-317,共7页
将粘性河岸崩塌模拟力学方法与水沙模型相结合,构建了考虑河岸变形的三维数值模型。基于非正交网格,采用局部网格可动技术处理由河岸崩塌引起的河道摆动过程。模型采用有限体积法对方程进行离散,采用与动量插值技术相结合的SIMPLEC算法... 将粘性河岸崩塌模拟力学方法与水沙模型相结合,构建了考虑河岸变形的三维数值模型。基于非正交网格,采用局部网格可动技术处理由河岸崩塌引起的河道摆动过程。模型采用有限体积法对方程进行离散,采用与动量插值技术相结合的SIMPLEC算法进行模型求解。通过弯道发展过程的计算表明,模型能够有效地模拟出河道的复杂演变过程。 展开更多
关键词 河岸崩塌 三维模型 水沙数值模拟 河床变形
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黄河下游平滩流量对来水来沙变化的响应 被引量:54
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作者 吴保生 夏军强 张原锋 《水利学报》 EI CSCD 北大核心 2007年第7期886-892,共7页
本文探讨了平滩流量对来水来沙的滞后响应规律,发现平滩流量不仅与当年的水沙条件有关,而且与前期水沙条件有关,是一定时期内的水沙条件累积作用的结果。当采用滑动平均值来反应前期水沙条件的累积影响时,得出平滩流量与滑动平均汛期流... 本文探讨了平滩流量对来水来沙的滞后响应规律,发现平滩流量不仅与当年的水沙条件有关,而且与前期水沙条件有关,是一定时期内的水沙条件累积作用的结果。当采用滑动平均值来反应前期水沙条件的累积影响时,得出平滩流量与滑动平均汛期流量和滑动平均来沙系数的相关程度分别在4年和5年时达到最大值。据此建立了能够反映来水流量和来沙系数前期综合影响的平滩流量计算方法,可以用来估算黄河下游主要测站平滩流量随水沙条件的变化。 展开更多
关键词 黄河下游 河床演变 平滩流量 来沙系数 滞后响应
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弯曲河流斜槽裁弯模式与发育过程 被引量:14
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作者 李志威 王兆印 +1 位作者 赵娜 余国安 《水科学进展》 EI CAS CSCD 北大核心 2013年第2期161-168,共8页
结合遥感影像、野外调查和形态统计,深入分析斜槽裁弯现象,将其划分为切滩冲刷、串沟冲刷和主流顶冲3种模式。切滩模式发生于洪水期间主流水流动力轴线偏向凸滩后,形成漫流水流冲刷,极可能在边滩形成新的斜槽。切滩裁弯的形态统计表明,... 结合遥感影像、野外调查和形态统计,深入分析斜槽裁弯现象,将其划分为切滩冲刷、串沟冲刷和主流顶冲3种模式。切滩模式发生于洪水期间主流水流动力轴线偏向凸滩后,形成漫流水流冲刷,极可能在边滩形成新的斜槽。切滩裁弯的形态统计表明,弯道曲率半径与平均河宽之比约2.92,分流角约54.8°。串沟模式是前期洪水漫过河湾内侧洪泛平原,漫滩水流冲刷形成若干串沟,后续洪水沿串沟继续冲刷,串沟逐步横向展宽和向下游侵蚀,直至形成新的河槽。主流顶冲模式是水流顶冲河湾内侧河岸,形成湾状缺口,后续洪水持续顶冲湾状缺口,直至上下游水流贯通,形成斜槽裁弯。 展开更多
关键词 弯曲河流 斜槽裁弯 裁弯模式 河流过程 冲刷
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人类活动影响下的干旱区河流地貌演变——以塔里木河为例 被引量:18
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作者 余国安 李志威 +1 位作者 黄河清 刘晓芳 《水科学进展》 EI CAS CSCD 北大核心 2017年第2期183-192,共10页
全球范围内干旱区河流正日益受到高强度人类活动的扰动,但较少研究报道这种扰动对河流地貌过程的影响。采用历史文献、水文数据和遥感影像相结合的方式,详细分析了人类活动影响下中国最大内陆河塔里木河(简称塔河)的河流地貌变化过程。... 全球范围内干旱区河流正日益受到高强度人类活动的扰动,但较少研究报道这种扰动对河流地貌过程的影响。采用历史文献、水文数据和遥感影像相结合的方式,详细分析了人类活动影响下中国最大内陆河塔里木河(简称塔河)的河流地貌变化过程。结果表明:塔河流域人类活动的规模和强度日趋上升,对河流水沙过程和地貌形态等影响显著。近50年来,塔河干流低流量过程发生频率呈显著上升趋势,而中、高流量过程则呈降低趋势,河道径流和输沙量减少显著。塔河干流上游现为游荡河道,冲淤变化剧烈且总体处于淤积抬升状态,但河道平均河宽呈减小趋势,可能是因为塔河两岸冲积平原的开垦和河岸加固。塔河中游弯曲河道蜿蜒系数在近几十年呈缓慢上升趋势,但明显低于废弃古河道。 展开更多
关键词 水沙过程 河流地貌 人类活动 干旱区河流 塔里木河
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