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国家自然科学基金(50409002)

作品数:5 被引量:48H指数:4
相关作者:王艳平吴保生夏军强赵寿刚张俊华更多>>
相关机构:清华大学黄河水利科学研究院中华人民共和国水利部更多>>
发文基金:国家自然科学基金国家重点基础研究发展计划创新研究群体科学基金更多>>
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近期黄河下游河床调整过程及特点被引量:29
2008年
利用黄河下游1999-2005年的实测水沙及断面资料,分析了近期下游(铁谢至利津河段)河床调整过程及特点,具体表现为:小浪底水库运行后,黄河下游河道出现持续冲刷。其中,游荡型河段的冲刷量占下游总冲刷量的77%,单位河长的冲刷量在高村以上河段最大,孙口以下河段次之,高村至孙口河段最小;各河段主槽横断面形态调整均表现为向窄深方向发展;河床在冲刷过程中,主槽纵比降变化不大,其纵剖面形态自1855年以来均为下凹曲线,其凹度值随河床冲刷而略有增大;汛期深泓摆动幅度在游荡段最大,在弯曲段较小;随河床冲刷,下游平滩流量增加,但断面平滩流量与河段平滩流量的增加程度不同;因床沙显著粗化,不同河型河段的河床纵向稳定程度随冲刷均增加,而河床横向稳定程度在游荡段变化不大,在过渡段及弯曲段有所增加。
夏军强吴保生王艳平
关键词:小浪底水库黄河下游河床调整断面形态平滩流量河床稳定性
Fluvial Processes in the Meandering Reach of the Lower Wei River During the Course of Degradation
<正>This paper presents an analysis of the changes of the longitudinal and lateral profiles in the meandering r...
XIA Junqiang
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黄河下游游荡段滩岸土体组成及力学特性分析被引量:8
2007年
黄河下游游荡段是下游河床冲淤变化的主要河段,滩岸侵蚀是该河段清水)中刷期河床演变的一个重要特点,其过程与滩岸土体组成及力学特性密切相关.本文首先分析了花园口至高村游荡段近期的滩岸侵蚀情况,然后对这一河段的10个典型滩岸进行了现场查勘与室内土工试验,最后根据试验结果,较为全面地揭示了游荡段滩岸土体组成,而且深入分析了滩岸土体的力学特性,定量地解释了游荡段滩岸侵蚀严重的两个原因.结果表明,游荡段大部分滩岸土体属于黏性土,且具有较为明显的垂向分层结构;滩岸土体因黏粒含量少、抗冲强度弱,其起动切应力(0.1-0.3Pa)比近岸平均水流切应力(2-3Pa)小一个数量级,故容易冲刷;滩岸土体的抗剪强度随土体含水率增加而降低,其凝聚力可由34kPa急剧降低到4kPa,故滩岸土体容易在汛期发生崩塌.
夏军强吴保生王艳平赵寿刚
关键词:黄河下游游荡型河段力学特性抗冲强度抗剪强度
Fluvial Processes in the Meandering Reach of the Lower Wei River During the Course of Degradation
2005年
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 ...
Xia, Junqiang Wang, Guangqian Wu, Baosheng
紊流浑水异重流交混区的阻力系数的研究被引量:4
2007年
为进一步研究紊流浑水异重流交混区阻力规律,并简化该阻力计算方法,通过对紊流浑水异重流交混区上下两部分流速分布的研究,提出了最大流速点以上流速分布修正公式及适合高含沙水流的最大流速点以下流速分布公式。在此基础上对紊流浑水异重流交混区阻力系数进行了探讨,推导出了水库紊流异重流交界面阻力系数公式,并对其进行了讨论,论证了公式的合理性。并利用天然实测资料和实验室异重流试验数据对公式进行了验证,结果表明:推导出的异重流交界面阻力系数计算方法可以较好地模拟异重流交界面阻力变化规律。
王艳平刘沛清张俊华
关键词:浑水异重流交界面
An analysis of soil composition and mechanical properties of riverbanks in a braided reach of the Lower Yellow River被引量:11
2008年
The channel adjustment in a braided reach is very prominent in the fluvial processes of the Lower Yel-low River, in which the process of bank erosion plays an important role, especially during the period of clear water scouring. The process of bank erosion is closely related to soil composition and mechani-cal properties of the riverbanks. In this paper, the recent bank erosion process in a braided reach be-tween Huayuankou and Gaocun was firstly investigated after the water impoundment and sediment detention of the Xiaolangdi Reservoir, and then a field observation and indoor soil tests were con-ducted at 10 typical riverbanks in the braided reach. Through analyzing the experimental results, changes of riverbank-soil composition and mechanical properties were found, and the two real reasons causing serious bank erosion in the braided reach were identified. The following conclusions were drawn from this study: (i) the majority of riverbanks are made up of cohesive soil, and can be charac-terized by obvious vertical stratification structures of soil composition; (ii) these riverbanks are very erodible due to the lower clay-content and weak erosion-resistant strength in the bank soil, with its critical shear stress value (0.1―0.3 Pa) being much less than that of the average near-bank flow shear stress (2.0―3.0 Pa), which is one important reason causing serious bank erosion; (iii) frequent occur-rence of bank failure during flood seasons usually results from the fact that the values of shear strength parameters such as the cohesion and internal friction angle decrease with the increase of water content in riverbank soil, and the value of cohesion reduces drastically from 34 to 4 kPa with the increase of water content, which is another important reason causing serious bank erosion in the braided reach.
XlA JunQiangWU BaoShengWANG YanPingZHAO ShouGang
关键词:土壤分析化学物质
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