船舶力学
船舶力學
선박역학
JOURNAL OF SHIP MECHANICS
2013年
1期
75-83
,共9页
水库%滑坡涌浪%数值模拟%FLUENT
水庫%滑坡湧浪%數值模擬%FLUENT
수고%활파용랑%수치모의%FLUENT
reservoir%landslide-induced water waves%numerical simulation%FLUENT
水库沿岸边坡失稳可能引发涌浪,威胁下游大坝安全.文章依据经典的Scott Russell’s wave generator实验,基于流体计算软件FLUENT提出了刚性滑块垂直入水的计算模型,并对流场的近、远场特征进行了分析.该计算模型以不可压缩粘性流体的Navier-Stokes方程和自由面追踪的VOF方法为基础,采用重整化群 k-ε湍流模型,借助FLUENT软件中的动网格技术和UDF功能,定义滑块在水中的运动,从而实现水库滑坡涌浪的数值模拟.计算结果表明:滑块下落过程中,形成了反向的卷入波,随即涡流形成并伴随着生成孤立波.数值模拟的流场近、远场特征与解析解、实验结果基本吻合.因此模型可用于模拟岩石块体入水等问题.
水庫沿岸邊坡失穩可能引髮湧浪,威脅下遊大壩安全.文章依據經典的Scott Russell’s wave generator實驗,基于流體計算軟件FLUENT提齣瞭剛性滑塊垂直入水的計算模型,併對流場的近、遠場特徵進行瞭分析.該計算模型以不可壓縮粘性流體的Navier-Stokes方程和自由麵追蹤的VOF方法為基礎,採用重整化群 k-ε湍流模型,藉助FLUENT軟件中的動網格技術和UDF功能,定義滑塊在水中的運動,從而實現水庫滑坡湧浪的數值模擬.計算結果錶明:滑塊下落過程中,形成瞭反嚮的捲入波,隨即渦流形成併伴隨著生成孤立波.數值模擬的流場近、遠場特徵與解析解、實驗結果基本吻閤.因此模型可用于模擬巖石塊體入水等問題.
수고연안변파실은가능인발용랑,위협하유대패안전.문장의거경전적Scott Russell’s wave generator실험,기우류체계산연건FLUENT제출료강성활괴수직입수적계산모형,병대류장적근、원장특정진행료분석.해계산모형이불가압축점성류체적Navier-Stokes방정화자유면추종적VOF방법위기출,채용중정화군 k-ε단류모형,차조FLUENT연건중적동망격기술화UDF공능,정의활괴재수중적운동,종이실현수고활파용랑적수치모의.계산결과표명:활괴하락과정중,형성료반향적권입파,수즉와류형성병반수착생성고립파.수치모의적류장근、원장특정여해석해、실험결과기본문합.인차모형가용우모의암석괴체입수등문제.
@@@@Landslides in reservoir may generate impulse wave, which propagates downstream threatening the safety of the downstream dams. This paper presents a numerical model to investigate a rigid body falling into water vertically based on the typical Scott Russell’s wave generator experiment using the popular CFD software FLUENT. The fluid characteristics of near field and far field were investigated. This numerical mod-el is based on Navier-Stokes equations and VOF method of tracing the free surface, combined with RNG k-εturbulence model. Furthermore, the dynamic mesh technology and UDF (user defined function) are ap-plied to define the motion of slide mass. The numerical results showed that reverse plunging wave, which formed a vortex, was formed, in additional to the solitary wave. The numerical results indicated a good a-greement with the analytical solutions and the typical experimental results. This model can be developed to simulate the type of problem, such as rock mass plunging into water.