中国科技论文
中國科技論文
중국과기논문
Sciencepaper Online
2014年
5期
564-567,583
,共5页
河流动力学%河床演变%数值模拟%切应力
河流動力學%河床縯變%數值模擬%切應力
하류동역학%하상연변%수치모의%절응력
river morphodynamics%riverbed evolution%numerical simulation%shear stress
河床因自然或人为作用会发生破坏。将破坏后河床地形概化为三角形坑,通过水槽试验和数值模拟研究了清水和动床两种水沙条件下坑形河床的演变。采用垂向二维水流数学模型计算得到了不同时刻下坑周围的流速与河床切应力分布,分析了导致河床演变的原因。研究表明:清水冲刷条件下破坏后河床仅在坑缘口处有冲刷侵蚀,是由于此处强切应力所致;动床冲刷条件下坑内流速很小,坑上游来沙在坑内淤积,同时坑下游边坡长距离冲刷显著;河床演变达到平衡状态时,局部切应力仍大于均匀流切应力。
河床因自然或人為作用會髮生破壞。將破壞後河床地形概化為三角形坑,通過水槽試驗和數值模擬研究瞭清水和動床兩種水沙條件下坑形河床的縯變。採用垂嚮二維水流數學模型計算得到瞭不同時刻下坑週圍的流速與河床切應力分佈,分析瞭導緻河床縯變的原因。研究錶明:清水遲刷條件下破壞後河床僅在坑緣口處有遲刷侵蝕,是由于此處彊切應力所緻;動床遲刷條件下坑內流速很小,坑上遊來沙在坑內淤積,同時坑下遊邊坡長距離遲刷顯著;河床縯變達到平衡狀態時,跼部切應力仍大于均勻流切應力。
하상인자연혹인위작용회발생파배。장파배후하상지형개화위삼각형갱,통과수조시험화수치모의연구료청수화동상량충수사조건하갱형하상적연변。채용수향이유수류수학모형계산득도료불동시각하갱주위적류속여하상절응력분포,분석료도치하상연변적원인。연구표명:청수충쇄조건하파배후하상부재갱연구처유충쇄침식,시유우차처강절응력소치;동상충쇄조건하갱내류속흔소,갱상유래사재갱내어적,동시갱하유변파장거리충쇄현저;하상연변체도평형상태시,국부절응력잉대우균균류절응력。
Riverbed is likely to be damaged in natural conditions or due to human activities.In this paper,the post-damaged river-bed is simplified as a triangular pit and two kinds of flow conditions,clear-water and lived-bed,are considered in flume experi-ments and numerical simulations.Velocity and shear stress at different time around the pit were calculated,demonstrating the causes of evolution combining with experimental results.The result under the clear-water condition shows that the erosion occurs only at the knickpoints of the pit due to shear stress;the phenomenon under the live-bed condition shows that sediments deposit into the pit due to small velocity magnitude,and significant long scour occurs downstream;bed shear stress in local regions is still higher than in uniform flow regions when riverbed reaches an equilibrium state.