山区河流阻力及推移质运动模拟方法研究进展

中国农村水利水电 ›› 2021 ›› (1) : 1-5.

水环境与水生态

张利国¹，程金香¹，骆文广²，汪守东¹

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Review of flow Resistance and Bed Load Transport in Mountain Streams

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摘要

山区河流坡陡流急、泥沙级配宽、相对水深小、河床结构发育、水流流动在空间上变化剧烈，使得山区河流的水流阻力和推移质运动关系十分复杂。总结了山区河流阻力及推移质运动模拟方法的研究成果，对比分析了典型的山区河流阻力公式以及山区河流推移质模拟方法中遮蔽函数的研究成果。研究表明山区河流阻力及推移质运动的试验及理论研究均有了较大进展，但在体现边界非均匀性对水流特性的影响以及具有广泛适用性的阻力及推移质运动模型方面还需深入研究。

Abstract

Mountain streams feature steep slopes, torrents and shallow flow, wide grain size distribution, various developed river bed structures and sharply variations in the streamwise direction. Such flow complexities make resistance relations and bed load transport equations in mountain streams unclear. The paper summarizes advances in flow resistance and bed load transport in mountain streams. Typical flow resistance relations and hiding function in bed load transport equations are evaluated. Researches demonstrate that there is major progress in experimental and theoretical research on flow resistance and bed load transport in mountain streams. More efforts should be made on the impact of boundary non-uniformity on flow resistance and a widespread applied flow resistance and bed load transport model.

关键词

山区河流 / 水流阻力 / 推移质运动 / 遮蔽函数

Key words

mountain streams / flow resistance / bed load transport / hiding function

基金

西北旱区生态水利工程国家重点实验室开放基金;中央高校基本科研业务费专项资金资助

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张利国, 程金香, 骆文广, 汪守东. 山区河流阻力及推移质运动模拟方法研究进展[J].中国农村水利水电, 2021(1): 1-5

. Review of flow Resistance and Bed Load Transport in Mountain Streams[J].China Rural Water and Hydropower, 2021(1): 1-5

参考文献

[1]钱宁, 万兆惠. 泥沙运动力学[M]. 北京：科学出版社, 1983.
[2]YAGER E M, KIRCHNER J W, DIETRICH W E. Calculating bed load transport in steep boulder bed channels[J]. Water Resources Research, 2007,43(7):256-260.
[3]么振东, 鲁小兵, 陈广洲,等. 山区中小河流治理的典型工程措施探讨[J]. 中国农村水利水电, 2017(1):156-159.
[4]SMART G M, DUNCAN M J, WALSH J M. Relatively rough flow resistance equations[J]. Journal of Hydraulic Engineering, 2002,128(6):568-578.
[5]WANG Z Y, XU J, LI C Z. Development of step-pool sequence and its effects in resistance and stream bed stability[J]. International Journal of Sediment Research, 2004,19(3):161-171.
[6]马宏博, METTA F, HEYMAN J, 等. 推移质运动的随机理论与应用[J]. 四川大学学报(工程科学版), 2013,45(2).
[7]董其华,赵连军,顾霜妹. 冲积河流沙波阻力规律研究[J]. 中国农村水利水电, 2016(2):57-59.
[8]丁新求,孙东坡,童海鸿. 库区河道阻力的初步研究[J]. 中国农村水利水电, 2003(10):68-70.
[9]FERGUSON R. Flow resistance equations for gravel-bed and boulder-bed streams[J]. Water Resources Research, 2007,43(5):687-696.
[10]RICKENMANN D. An alternative equation for the mean velocity in gravel-bed rivers and mountain torrents[C]∥ Proceedings ASCE 1994 National Conference on Hydraulic Engineering, Buffalo N Y, USA, 1994:672-676.
[11]NIKORA V, MCLEAN S, COLEMAN S, et al. Double-averaging concept for rough bed open Channel and overland flows: theoretical background[J]. Journal of Hydraulic Engineering, 2007(a),133(8):873-883.
[12]吴修广, 王平义. 山区河流二维阻力特性研究[J]. 重庆交通大学学报(自然科学版), 2001,20(3):102-105.
[13]COMITI F, MAO L, WILCOX A. Field-derived relationships for flow velocity and resistance in high-gradient streams[J]. Journal of Hydrology, 2007,340(1-2):48-62.
[14]WILCOX A C, NELSON J M, WOHI E E. Flow resistance dynamics in step-pool channels: 2. Partitioning between grain, spill, and woody debris resistance[J]. Water Resources Research, 2006,42(42):387-403.
[15]FERGUSON R I. River channel slope, flow resistance, and gravel entrainment thresholds[J]. Water Resources Research, 2012,48(5):2 805-2 814.
[16]KEULEGAN G H. Laws of turbulent flow in open Channels[J]. Journal of Research of the National Bureau of Standards, 1938,21(6):707-741.
[17]ABERLE J, SMART G M. The influence of roughness structure on flow resistance on steep slopes[J]. J. Hydraul. Res., 2003,41(3):259-269.
[18]张康, 王兆印, 刘乐, 等. 山区河流河床结构对推移质输沙率的影响[J]. 天津大学学报(自然科学与工程技术版), 2012,45(3):202-208.
[19]NIKORA V, GORING D, BIGGS B. On gravel-bed roughness characterization[J]. Water Resources Research, 1998,34(3):517-527.
[20]QIN J, NG S L. Estimation of effective roughness for water-worked gravel surfaces[J]. Journal of Hydraulic Engineering, 2012,138(11):923-934.
[21]BATHURST J C. Flow resistance estimation in mountain rivers[J]. Journal of Hydraulic Engineering, 1985,111(4):625-643.
[22]RICKENMANN D, RECKING A. Evaluation of flow resistance in gravel-bed rivers through a large field data set[J]. Water Resources Research, 2011,47(7):209-216.
[23]EGIAZAROFF I. Calculation of non-uniform sediment concentrations[J]. Journal of the Hydraulics Division, 1965,91(4):225-247.
[24]白玉川, 王鑫, 曹永港. 双向暴露度影响下的非均匀大粒径泥沙起动[J]. 中国科学(技术科学)，2013(9):1 010-1 019.
[25]PARKER G, KLINGEMAN P C. On why gravel bed streams are paved[J]. Water Resources Research, 1982,18(18):1 409-1 423.
[26]BUFFINGTON J M, MONTGOMERY D R. A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers[J]. Water Resources Research, 1997,33(8):1 993-2 029.
[27]PARKER G. Transport of gravel and sediment mixtures, In: García MH. (Ed.), Sedimentation Engineering: Processes, Measurements, Modelling and Practice[M]. ASCE, Reston, Virginia, 2008:165-252.
[28]BRUE H D, Poesen J, Notebaert B. What was the transport mode of large boulders in the campine plateau and the lower meuse valley during the mid-pleistocene? [J]. Geomorphology, 2015,228(228):568-578.
[29]韩其为, 何明民. 泥沙起动规律及起动流速[M]. 北京：科学出版社, 1999.
[30]WILCOCK P R, CROWE J C. Surface-based transport model for mixed-size sediment[J]. Journal of Hydraulic Engineering, 2003,129(5):120-128.
[31]GAEUMAN D, ANDREWS E D, KRAUSE A. Predicting fractional bed load transport rates: application of the Wilcock-Crowe equations to a regulated gravel bed river[J]. Water Resources Research, 2009,45(6):4 184-4 188.
[32]DUAB J G, Scott S. Selective bed-load transport in Las Vegas wash, a gravel-bed stream[J]. Journal of Hydrology, 2007,342(3-4):320-330.
[33]ZHANG L, FU X, DUAN J G. A surface-based hiding function linking flume and field data[J]. Sci. China Technol. Sci., 2017,60:1 560-1 569.
[34]SCHNEIDER J M. Bedload transport, flow hydraulics, and macro-roughness in steep mountain streams[D]. ETH-Zürich, 2015.
[35]ASHIDAK, MICHIUE M. Study on hydraulic resistance and bedload transport rate in alluvial streams[J]. Transactions, Japan Society of Civil Engineering, 1972,206:59-69.

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收稿日期	修订日期	出版日期
2020-12-09	2020-12-22	2021-01-15
发布日期
2021-02-21

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