globalchange  > 气候变化与战略
CSCD记录号: CSCD:5280903
论文题名:
基于临界支撑流量的西藏典型河流源头位置确定及河网解析研究
其他题名: Determination of a Riverhead Based on Critical Support Discharge and River Network Analysis
作者: 沙玉坤; 程根伟; 李卫朋; 范继辉
刊名: 四川大学学报. 工程科学版
ISSN: 1009-3087
出版年: 2014
卷: 46, 期:6, 页码:1157-1168
语种: 中文
中文关键词: 河网提取 ; 临界支撑流量 ; 水文气候条件 ; 河流源头
英文关键词: river network extraction ; critical support discharge ; hydro-climate conditions ; riverhead
WOS学科分类: GEOSCIENCES MULTIDISCIPLINARY
WOS研究方向: Geology
中文摘要: 河源作为河流形成环境的重要标志,需要一个简单且客观有效的判定方法。提出一种基于临界支撑流量(CSD)的河源集水面积计算模型,并且建立最小集水面积CSA和CSD的关系。利用该模型在西藏的2个流域(拉萨河的堆龙曲、尼洋河白水曲)进行对比研究,结果表明,堆龙曲的临界支撑流量(Q_c)为0.002 8 m~3/s,而白水曲为0.008 5 m~3/s。另外,临界支撑流量可随水文气候条件而变化,湿润地区(白水曲)的临界支撑流量Q_c要比半干旱地区(堆龙曲)的大。所提出的临界支撑流量(CSD)概念和模型方法可以用于在复杂的地理区域确定河源的水文学指标,它也可以反映出不同地区水文气候变化对河流补给的影响。
英文摘要: A new model referring to the relation of CSA and CSD was proposed,which was based on the physical mechanism for the origin of river heads.The feasibility of the model was verified by using two watersheds of Duilongqu basin of Lhasa River and Beishuiqu basin of Niyang River in Tibet to calculate the CSA and extract river networks.The comparison results of river networks derived from DEM with real ones indicated that the critical support discharge Q_c are (0.002 8 0.001) m~3/s in Duilongqu and (0.008 50.001) m~3/s in Beishuiqu,respectively.The CSD can vary with hydro-climate conditions. It was higher in humid region and lower in arid region.Using this method, the optimal critical support discharge Q_c of 0.008 5 m~3/s in Beishuiqu basin (humid region) was greater than 0.002 8 m~3/s for Duilongqu (semi-arid region).The suggested method provided a new application approach that could be used to determine CSD (Q_c) in complex geographical regions,and the effect of hydro-climate change could be reflected.
资源类型: 期刊论文
标识符: http://119.78.100.158/handle/2HF3EXSE/148458
Appears in Collections:气候变化与战略

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作者单位: 中国科学院成都山地灾害与环境研究所, 中国科学院山地表生过程与生态调控重点实验室, 成都, 四川 610041, 中国

Recommended Citation:
沙玉坤,程根伟,李卫朋,等. 基于临界支撑流量的西藏典型河流源头位置确定及河网解析研究[J]. 四川大学学报. 工程科学版,2014-01-01,46(6):1157-1168
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