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基于河段特征的马斯京根模型参数估算方法 被引量:28
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作者 孔凡哲 王晓赞 《中国矿业大学学报》 EI CAS CSCD 北大核心 2008年第4期494-497,共4页
将马斯京根模型参数K和x与河段物理特征,如比降、断面宽度及河段长度建立关系,推导出了抛物线形,三角形和矩形三种断面河段的参数估算公式.在干江河流域的应用结果表明:30场洪水中,洪峰流量相对误差小于20%的为100%,洪量相对误差小于20... 将马斯京根模型参数K和x与河段物理特征,如比降、断面宽度及河段长度建立关系,推导出了抛物线形,三角形和矩形三种断面河段的参数估算公式.在干江河流域的应用结果表明:30场洪水中,洪峰流量相对误差小于20%的为100%,洪量相对误差小于20%的为90%,峰现时间误差小于2 h的为96.67%,确定性系数大于0.7的为96.67%. 展开更多
关键词 马斯京根模型参数 河段物理特征 干江河流域
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尼尔基水库控制流域伽玛分布地貌瞬时单位线推导
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作者 颜旭光 《东北水利水电》 2017年第4期46-49,共4页
本文采用线性特征河长的概念,结合流域地貌特征,根据概念性流域地貌汇流模型的一般理论,以概念性元素"特征河长河段"模拟各级河道的汇流作用,建立了基于线性特征河长河段的伽玛分布地貌瞬时单位线模型。推导出了尼尔基水库控... 本文采用线性特征河长的概念,结合流域地貌特征,根据概念性流域地貌汇流模型的一般理论,以概念性元素"特征河长河段"模拟各级河道的汇流作用,建立了基于线性特征河长河段的伽玛分布地貌瞬时单位线模型。推导出了尼尔基水库控制的四级流域瞬时单位线的表达式,讨论了参数的约束条件和参数的推求方法,并分析了模型参数对瞬时单位线的影响。 展开更多
关键词 地貌瞬时单位线 特征河长河段 伽玛分布 尼尔基水库
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跨宽浅变迁河流桥梁的水文分析 被引量:1
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作者 程炜 何澄浓 《公路》 北大核心 2012年第5期154-158,共5页
介绍了新疆天山南侧冲洪积平原特殊宽浅变迁河流桥梁的水力计算及部分特殊桥位设计的情况,可供具有类似河流特性的桥梁水力计算时参考。
关键词 河段特征 水力计算 桥孔净长 桥位设计
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Mechanisms of suspended sediment restoration and bed level compensation in downstream reaches of the Three Gorges Projects(TGP) 被引量:6
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作者 张为 杨云平 +5 位作者 张明进 李义天 朱玲玲 由星莹 王冬 徐俊锋 《Journal of Geographical Sciences》 SCIE CSCD 2017年第4期463-480,共18页
River basin reservoir construction affects water and sediment transport processes in downstream reaches. The downstream impact of the Three Gorges Projects (TGP) has started to become apparent: (1) reduction in f... River basin reservoir construction affects water and sediment transport processes in downstream reaches. The downstream impact of the Three Gorges Projects (TGP) has started to become apparent: (1) reduction in flood duration and discharge, and significant reduction in sediment load. Although there was some restoration in downstream sediment load, the total amount did not exceed the pre-impoundment annual average; (2) in 2003-2014 the d 〉 0.125 mm (coarse sand) load was restored to some degree, and to a maximum at Jianli Station, which was mainly at the pre-impoundment average. After restoration, erosion and deposition characteristics of the sediment was identical to that before impoundment. The degree of restoration during 2008-2014 was less than during 2003-2007; (3) after TGP im- poundment, there was some restoration in d 〈 0.125 mm (fine sand) sediment load, however, it was {ower than the pre-impoundment average; (4) due to riverbed compensation, the d 〉 0.125 mm sediment load recovered to a certain degree after impoundment, however, the total did not exceed 4400x104 t/y. This was mainly limited by flood duration and the average flow rate, and was less affected by upstream main stream, tributaries, or lakes. Restoration of d 〈 0.125 mm suspended sediment was largely controlled by upstream main stream, tributaries, and lakes, as well as by riverbed compensation. Due to bed armoring, riverbed fine suspended sediment compensation capability was weakened; (5) during 2003-2007 and 2008-2014, Yichang to Zhicheng and upper Jingjiang experienced coarse and fine erosion,lower Jingjiang experienced coarse deposition and fine erosion, Hankou to Datong had coarse deposition and fine erosion, and Chenglingji and Hankou was characterized by coarse deposition and fine sand erosion in 2003-2007, and coarse and fine erosion in 2008-2014. This difference was controlled by flood duration and number at Luoshan Station. 展开更多
关键词 sediment restoration riverbed compensation TGP middle and lower reaches of the Yangtze River
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