水动力学研究与进展A辑
水動力學研究與進展A輯
수동역학연구여진전A집
Journal of Hydrodynamics
2015年
4期
406-411
,共6页
王广月%杜广生%王云%徐妮
王廣月%杜廣生%王雲%徐妮
왕엄월%두엄생%왕운%서니
三维土工网%坡面流%水动力学特性
三維土工網%坡麵流%水動力學特性
삼유토공망%파면류%수동역학특성
Three dimensional Geomat%overland flow%hydrodynamic characteristics
采用室内变坡水槽,通过组合不同坡度(5o、10o、15o、20o、25o和30o)、不同流量(1 m3/h、1.5 m3/h和2 m3/h)室内模拟放水冲刷试验,对三维土工网护坡坡面流水动力学特性进行了研究。结果表明,坡面流流态为紊流,流型为急流;坡面冲刷深度—坡度、阻力系数—坡度及阻力系数—雷诺数呈正相关的幂函数关系;阻力系数—弗汝德数呈负相关的幂函数关系。研究成果对深入揭示三维土工网护坡坡面侵蚀的水动力过程具有重要的理论意义。
採用室內變坡水槽,通過組閤不同坡度(5o、10o、15o、20o、25o和30o)、不同流量(1 m3/h、1.5 m3/h和2 m3/h)室內模擬放水遲刷試驗,對三維土工網護坡坡麵流水動力學特性進行瞭研究。結果錶明,坡麵流流態為紊流,流型為急流;坡麵遲刷深度—坡度、阻力繫數—坡度及阻力繫數—雷諾數呈正相關的冪函數關繫;阻力繫數—弗汝德數呈負相關的冪函數關繫。研究成果對深入揭示三維土工網護坡坡麵侵蝕的水動力過程具有重要的理論意義。
채용실내변파수조,통과조합불동파도(5o、10o、15o、20o、25o화30o)、불동류량(1 m3/h、1.5 m3/h화2 m3/h)실내모의방수충쇄시험,대삼유토공망호파파면류수동역학특성진행료연구。결과표명,파면류류태위문류,류형위급류;파면충쇄심도—파도、조력계수—파도급조력계수—뢰낙수정정상관적멱함수관계;조력계수—불여덕수정부상관적멱함수관계。연구성과대심입게시삼유토공망호파파면침식적수동력과정구유중요적이론의의。
The hydrodynamic characteristics of the overland flow on the slope with the three dimensional Geomat were studied by using indoor variable slope flume and runoff scouring experiments under the different slope gradients (5o、10o、15o、20o、25o and 30o) and the different flow discharges (1 m3/h, 1.5 m3/h and 2 m3/h). The results show that when flow condition of slope flow is turbulent and the flow pattern is the rapids, the relationships between scour depth and slope, resistance coefficient and slope gradient, drag coefficient and Reynolds number are positively related power functions, but the relationship between drag coefficient and Froude number is inversely related power function. This research has important theoretical significance for the further study of the hydrodynamic process of erosion on the slope surface with the Three dimensional Geomat.