","magId":"64863702-6b01-46ad-9717-bc68a3b6e9a4","labelCn":"图1","pptUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F001.jpg.ppt","labelEn":"Fig.1","figUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F001.jpg","titleEn":"Fig.1 Experimental tank","titleCn":"图1 试验水槽(单位:m)","id":"F1","captionEn":"Experimental tank ","thumbnailUrl":"1007-2284-2025--11-1/thumbnail/63E53C8C-8D81-4909-A57C-DA5D99002C61-F001.jpg"},{"captionCn":"试验沙样级配 ","magId":"7e09b5ef-8013-4a7b-ba0a-0faa49769731","labelCn":"图2","pptUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F002.jpg.ppt","labelEn":"Fig.2","figUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F002.jpg","titleEn":"Fig.2 Grading of experimental sand samples","titleCn":"图2 试验沙样级配","id":"F2","captionEn":"Grading of experimental sand samples ","thumbnailUrl":"1007-2284-2025--11-1/thumbnail/63E53C8C-8D81-4909-A57C-DA5D99002C61-F002.jpg"},{"captionCn":"初始粗化层形成阶段输沙率 ","magId":"d6001cce-ffb3-40aa-b8c8-0cf4de87a8b6","labelCn":"图3","pptUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F003.jpg.ppt","labelEn":"Fig.3","figUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F003.jpg","titleEn":"Fig.3 Bed-load transport rate during the initial armoring layer formation stage","titleCn":"图3 初始粗化层形成阶段输沙率","id":"F3","captionEn":"Bed-load transport rate during the initial armoring layer formation stage ","thumbnailUrl":"1007-2284-2025--11-1/thumbnail/63E53C8C-8D81-4909-A57C-DA5D99002C61-F003.jpg"},{"captionCn":"输沙率随时间变化规律 ","magId":"94459198-9b00-4c4f-b251-9d4527262813","labelCn":"图4","pptUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F004.jpg.ppt","labelEn":"Fig.4","figUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F004.jpg","titleEn":"Fig.4 The variation law of bed-load transport rate over time","titleCn":"图4 输沙率随时间变化规律","id":"F4","captionEn":"The variation law of bed-load transport rate over time ","thumbnailUrl":"1007-2284-2025--11-1/thumbnail/63E53C8C-8D81-4909-A57C-DA5D99002C61-F004.jpg"},{"captionCn":"粗化层打破与重建阶段输沙率对比 ","magId":"e8e2c76e-ba00-4692-9764-ac5eedeeb18f","labelCn":"图5","pptUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F005.jpg.ppt","labelEn":"Fig.5","figUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F005.jpg","titleEn":"Fig.5 Comparison of bed-load transport rate between armoring layer breaking and reconstruction stage","titleCn":"图5 粗化层打破与重建阶段输沙率对比","id":"F5","captionEn":"Comparison of bed-load transport rate between armoring layer breaking and reconstruction stage ","thumbnailUrl":"1007-2284-2025--11-1/thumbnail/63E53C8C-8D81-4909-A57C-DA5D99002C61-F005.jpg"},{"captionCn":"90 L/s各位置泥沙级配 ","magId":"3882772e-29d0-4298-8bda-d41052c87e11","labelCn":"图6","pptUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F006.jpg.ppt","labelEn":"Fig.6","figUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F006.jpg","titleEn":"Fig.6 Sediment grading of each position at 90 L/s","titleCn":"图6 90 L/s各位置泥沙级配","id":"F6","captionEn":"Sediment grading of each position at 90 L/s ","thumbnailUrl":"1007-2284-2025--11-1/thumbnail/63E53C8C-8D81-4909-A57C-DA5D99002C61-F006.jpg"},{"captionCn":"CS12主汊的泥沙级配 ","magId":"b3bda277-7b5a-4a1d-a9d0-412c6d67ec43","labelCn":"图7","pptUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F007.jpg.ppt","labelEn":"Fig.7","figUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F007.jpg","titleEn":"Fig.7 Sediment grading of CS12 main channel","titleCn":"图7 CS12主汊的泥沙级配","id":"F7","captionEn":"Sediment grading of CS12 main channel ","thumbnailUrl":"1007-2284-2025--11-1/thumbnail/63E53C8C-8D81-4909-A57C-DA5D99002C61-F007.jpg"},{"captionCn":"河床表层特征粒径 ","magId":"5472bafd-46ad-47e0-8244-101a68434ae1","labelCn":"图8","pptUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F008.jpg.ppt","labelEn":"Fig.8","figUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F008.jpg","titleEn":"Fig.8 Characteristic particle size in the surface layer of riverbed","titleCn":"图8 河床表层特征粒径","id":"F8","captionEn":"Characteristic particle size in the surface layer of riverbed ","thumbnailUrl":"1007-2284-2025--11-1/thumbnail/63E53C8C-8D81-4909-A57C-DA5D99002C61-F008.jpg"},{"captionCn":"床面高程示意图 ","magId":"fd059cf2-9b5d-49cc-990f-0a7909db554e","labelCn":"图9","pptUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F009.jpg.ppt","labelEn":"Fig.9","figUrl":"1007-2284-2025--11-1/63E53C8C-8D81-4909-A57C-DA5D99002C61-F009.jpg","titleEn":"Fig.9 Schematic diagram of bed elevation","titleCn":"图9 床面高程示意图","id":"F9","captionEn":"Schematic diagram of bed elevation ","thumbnailUrl":"1007-2284-2025--11-1/thumbnail/63E53C8C-8D81-4909-A57C-DA5D99002C61-F009.jpg"}],"authorNotes_cn":["杨克君(1973-),男,教授,博士,研究方向为水力学及河流动力学。E-mail:yangkejun@163.com。"]}; 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Research on the Characteristics of Riverbed Armoring in Branch Channel Under the Action of Clear Water

XIAO Lei, QI Yun-quan, YANG Ke-jun

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China Rural Water and Hydropower ›› 2025 ›› (11) : 1-5. DOI: 10.12396/znsd.2500168

Research on the Characteristics of Riverbed Armoring in Branch Channel Under the Action of Clear Water

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2025-01-11 2025-03-18 2025-11-15
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2025-11-27  

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