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中国沙漠 ›› 2026, Vol. 46 ›› Issue (2): 391-396.DOI: 10.7522/j.issn.1000-694X.2026.00024

• • 上一篇    

沙漠高含沙洪水沙坝堵河的实验模拟

张晓培1,2(), 拓万全1   

  1. 1.中国科学院地球环境研究所 黄土科学全国重点实验室,陕西 西安 710061
    2.中国科学院大学,北京 100049
  • 收稿日期:2025-11-03 修回日期:2026-02-09 出版日期:2026-03-20 发布日期:2026-04-13
  • 作者简介:张晓培(1999—),女,河南汝州人,硕士研究生,研究方向为生态环境学。E-mail: zhangxiaopei@ieecas.cn
  • 基金资助:
    国家自然科学基金项目(U2443223)

Experimental simulations on river jamming by hyper-concentrated flows from desert tributaries

Xiaopei Zhang1,2(), Wanquan Ta1   

  1. 1.State Key Laboratory of Loess Science,Institute of Earth Environment,Chinese Academy of Sciences,Xi'an 710061,China
    2.University of Chinese Academy of Siences,Beijing 100049,China
  • Received:2025-11-03 Revised:2026-02-09 Online:2026-03-20 Published:2026-04-13

摘要:

沙漠高含沙洪水“沙坝堵河”是威胁干旱区河流安全的主要灾害。由于其突发性强、破坏力大、历时短,难以在实地进行观测,因而高含沙洪水沙坝堵河机理一直不明。本研究应用沙漠沙和大型弯道进行高含沙流入汇原型过程实验模拟。结果表明,高含沙流入汇口河道两岸存在相干涡流对。该涡流对不仅与高含沙流和弯道流量之比(汇流比)变化密切相关,而且显著调控弯道附岸沙坝发育变化,是高含沙流“沙坝堵河”关键调控机制。汇流比是沙坝堵河的关键调控参数,当汇流比大于0.5且小于6.0时,“下堵河”现象发生;当汇流比大于18.0时,发生“上堵河”情景。30次模拟实验统计结果表明,高含沙流输入弯道中泥沙约有28%在入汇口沉积形成沙坝,是沙坝堵河的主要原因。因此,未来在沙坝堵河机理研究和精准防控方面,需要深入研究相干涡流导致附岸沙坝发育演变的新机制、新效应。

关键词: 高含沙洪水, 相干涡流, 沙坝堵河, 实验模拟

Abstract:

Hyper-concentrated flows occur frequently in desert watersheds, leading to river jamming and causing the severe disasters in desert rivers. But until now it is still unknown about the mechanism on the hyper-concentrated flow induced such a river jamming, mainly because these flows in desert watersheds are too short in duration and too strong in destructive force to be observed in the field. Some studies have used fly-ashes to simulate this process in an experimental water flume. However, these fly-ashes are too small in unit weight to simulate movements for coarser and heavier sands in water flows. Here we let a hyper-concentrated flow (763.7-1 059.54 kg·m-3), which was formed by gravity on a 12° slope covered by aeolian desert sands, rush into a water flow in a bending channel with a 3 m width to simulate river jamming by a hyper-concentrated flow. Our results show that coherent vortices at the confluence can cause attached-bank sandbar formation and consequently lead to river jamming. When the ratio of discharge between the hyper-concentrated flow and the flow in the bending channel is larger than 0.5 but less than 6.0, river jamming may occur in the downstream channel to the confluence. Our results also indicate that about 28% of sands supplied by the hyper-concentrated flow are rapidly deposited to form such attached-bank sandbars, which is actually the primary reason of hyper-concentrated flows induced river jamming in desert rivers.

Key words: hyper-concentrated flow, coherent vortices, river jamming, experimental simulation

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