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风向对挡沙堤防沙性能的影响

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为认识风向对挡沙堤防沙性能的影响,利用数值模拟,探究了不同风向角下挡沙堤周围的风速分布、流线分布以及积沙分布特征。研究结果表明:挡沙堤周围的有效防护区范围随风向角的减小呈递减趋势,风向角40°~90°的递减速率较小,风向角10°~40°的递减速率较大;随着风向角的增大,挡沙堤背风侧涡旋流的尺寸呈递增趋势,风向角10°时其背风侧无涡旋流,风向角20°~50°时涡旋流尺寸随着风向角的增加而明显增大,风向角50°~90°时涡旋流尺寸随着风向角的增加缓慢增大;挡沙堤周围的积沙量与风向角呈正向相关关系,风向角40°~90°时积沙量对风向角的敏感性较低,风向角10°~40°时积沙量对风向角的敏感性较高;挡沙堤的防沙性能与风向角呈正相关,在设计时,应详细调研当地主导风向,并将挡沙堤布置在大风向角场景下,且其风向角不宜小于40°。
Effects of wind direction on the sand protection performance of sand retaining dykes
In order to understand the influence of wind direction on the sand protection performance of sand retaining dykes,the distributions of wind speed,and airflow streamline,and the sand accumulation characteristics around the sand retaining dyke under different wind angles(the angle between the wind direction and the direction of the sand retaining dyke)has been studied by numerical simulation.The results show that:the effective protection area after the sand barrier dike decreases with the decreasing of wind angle,and the deceleration is smaller when the wind angle is of 40°~90°,the decreasing rate is larger when the wind angle is of 10°~40°.There is no vortex flow on the leeward side of the dike at the wind angle of 10°.The size of the vortex flow on the leeward side of the dike increases with the increase of the wind angle,it increases significantly with the increase of the wind angle from 20° to 50°,and it increases slowly with the increase of wind angle from 50° to 90°.The sand accumulation around the sand barrier dyke or the sand prevention performance of the dyke is positively correlated with the wind angle,with the lower sensitivity of sand accumulation to the wind direction angle at 40°~90°,and higher at 10°~40°.To achieve the efficient sand control performance,the angle of no less than 40° between the local dominant wind direction and the sand barrier dike is suggested.

sand retaining dykewind directionnumerical simulationeffective protection rangevortex flowsand accumulation distribution

唐文国、包存文、段大鸿

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甘肃酒额铁路有限公司,甘肃酒泉 735000

挡沙堤 风向 数值模拟 有效防护范围 涡旋流 积沙分布

2024

泥沙研究
中国水利学会

泥沙研究

CSTPCD北大核心
影响因子:0.817
ISSN:0468-155X
年,卷(期):2024.49(6)