[1]代双亮,韩剑桥,曹绮欣,等.渭河干流下游造床流量与有效流量的时空变化特征[J].水土保持研究,2020,27(06):94-99.
 DAI Shuangliang,HAN Jianqiao,CAO Qixin,et al.Spatial and Temporal Distribution of Dominant Discharge and Effective Discharge in the Lower Reaches of Weihe River[J].Research of Soil and Water Conservation,2020,27(06):94-99.
点击复制

渭河干流下游造床流量与有效流量的时空变化特征

参考文献/References:

[1] Simon A, Dickerson W, Heins A. Suspended-sediment transport rates at the 1.5-year recurrence interval for ecoregions of the United States: transport conditions at the bankfull and effective discharge[J]. Geomorphology, 2004,58(1):243-262.
[2] Lenzi M A, Mao L, Comiti F. Effective discharge for sediment transport in a mountain river: Computational approaches and geomorphic effectiveness[J]. Journal of Hydrology, 2006,326(1):257-276.
[3] 李子文.造床流量为参数的冲积河流输沙量模型研究及应用[D].西安:西安理工大学,2018.
[4] 马元旭,许炯心,黄河清.无定河流域悬移质有效输沙流量分析[J].泥沙研究,2010(3):73-80.
[5] Andrews E D. Effective and bankfull discharges of streams in the Yampa River basin, Colorado and Wyoming[J]. Journal of Hydrology, 1980,46(3):311-330.
[6] 李文文,吴保生.渭河下游平滩流量影响因子相关分析[J].应用基础与工程科学学报,2011,19(S1):28-36.
[7] Andrews E D, Nankervis J M. Effective discharge and the design of channel maintenance flows for gravel-bed rivers[J]. Natural & Anthropogenic Influences in Fluvial Geomorphology, 1995,89:151-164.
[8] Jianqiao H, Zhaohua S, Yitian L. Distribution of erosion intensity in the Jingjiang reach influenced by the Three Gorges Dam[J]. Earth Surface Processes and Landforms, 2018,43(12):2654-2665.
[9] 袁敏洁,徐梓曜,江恩慧.有效流量研究及应用现状[J].人民黄河,2015,37(6):32-35.
[10] 陈建国,胡春宏,董占地.黄河下游河道平滩流量与造床流量的变化过程研究[J].泥沙研究,2006(5):10-16.
[11] 张冰洁,王灵灵,薛亚莉.渭河下游河道造床流量及过洪能力变化分析[J].陕西水利,2018(1):8-9,11.
[12] 李福田,高澜.造床流量计算方法初探[J].河海大学学报,1990,18(4):113-116.
[13] Carling P. The concept of dominant discharge applied to two gravel-bed streams in relation to channel stability thresholds[J]. Earth Surface Processes and Landforms, 1988,13(4):355-367.
[14] 柴雪柯.渭河流域水沙变化及其影响因素[D].陕西杨凌:西北农林科技大学,2017.
[15] 陈星星.近代渭河下游河道演变趋势研究[D].西安:西安理工大学,2017.
[16] 戴清,胡健,袁玉萍.渭河下游河道输水能力与断面形态响应关系研究[J].中国水利水电科学研究院学报,2007,5(3):227-232.
[17] 马雪妍.渭河下游平滩流量与水沙条件响应关系研究[J].水资源与水工程学报,2006,17(3):79-82.
[18] 宝婉宁,郭维东,李翔.辽河干流中下游河段造床流量和平滩流量及有效流量分析[J].泥沙研究,2018,43(2):55-60.
[19] Wolman M G, Miller J P. Magnitude and frequency of forces in geomorphic processes[J]. the Journal of Geology, 1960,68(1):54-74.
[20] Ma Y, Huang H Q, Xu J, et al. Variability of effective discharge for suspended sediment transport in a large semi-arid river basin[J]. Journal of Hydrology, 2010,388(3):357-369.
[21] Roy N G, Sinha R. Effective discharge for suspended sediment transport of the Ganga River and its geomorphic implication[J]. Geomorphology, 2014,227:18-30.
[22] 张为,高宇,许全喜.三峡水库运用后长江中下游造床流量变化及其影响因素[J].水科学进展,2018,29(3):331-338.
[23] 陈栋,余明辉,朱勇辉.三峡建库前后下荆江有效流量研究[J].水利水电快报,2018,29(6):788-798.
[24] Benson M A, Thomas D M. A definition of domiant discharge[J]. International Association of Scientific Hydrology Bulletin, 1966,11(2):76-80.

备注/Memo

收稿日期:2019-05-16 修回日期:2020-07-01
资助项目:国家自然科学基金(41807067); 陕西省水利水保科技项目(2017sbkj-01); 水资源与水电工程科学国家重点试验室(武汉大学)开放研究基金项目(2018HLG03)
第一作者:代双亮(1997—),男,四川自贡人,本科,研究方向为水文与水资源。E-mail:shuangliang622@163.com
通信作者:韩剑桥(1987—),男,河南禹州人,博士,副研究员,主要从事泥沙运动力学研究。E-mail:hjq13@163.com

更新日期/Last Update: 2020-10-20