%0 Journal Article %T 铁路高立式芦苇沙障防风阻沙的现场测试与流场模拟计算 %T Field Test and Numerical Simulation of Windbreak and Sand-resisting on High-parallel Reed Sand-barriers Along Railway %A 丁录胜 %A 程建军 %A 陈柏羽 %A 葛云 %A 丁泊淞 %A Ding Lusheng %A Cheng Jianjun %A Chen Boyu %A Ge Yun %A Ding Bosong %J 水土保持通报 %J 水土保持通报英文版 %@ 1000-288X %V 39 %N 3 %D 2019 %P 156-162 %K 现场测试;数值计算;芦苇沙障;阻沙率;控风特征 %K field test;numerical calculation;reed sand barrier;sand blocking rate;wind control characteristics %X [目的]调查在建库格铁路沿线布设的高立式芦苇沙障的阻沙与防风效果,判断高立式芦苇沙障能否满足防风阻沙的工程需要,为风沙灾害防治提供相关的科学依据。[方法]在沿线试验段进行了高立式芦苇沙障的阻沙率测试与梯度风监测,并采用数值模拟计算手段深入分析了高立式芦苇沙障的流场分布特征以及阻沙控沙规律。[结果]①现场测试发现单道芦苇沙障的阻沙率为93.85%,铁路沿线通常设置多道阻沙沙障,风沙流经过多道阻沙沙障后,基本被净化。②在单道芦苇沙障的作用下,风沙流在其周围的速度分布明显,沙障后形成的减速区较为均匀且没有涡流区的出现;芦苇沙障芦苇束的透隙率为36.5%,对风沙流的削弱影响区主要分布在沙障前3.5HH=200 cm)和沙障后17H水平距离范围内,对来流的平均削弱程度为29.7%,最大值为48%。③当风速超过沙粒起动风速后,风沙颗粒主要分布在芦苇沙障前0.2H范围内,风沙流经过沙障后沙通量急剧降低。[结论]通过现场试验及数值模拟,揭示了高立式芦苇沙障的阻沙控沙规律。高立式芦苇沙障具有类似网式沙障的优良控沙能力,可在铁路沿线进行推广使用。 %X [Objective] The sand blocking and windproof effects of high-parallel reed sand-barriers along the Korla-Golmud railway were investigated, and whether the high-parallel reed sand barrier can meet the engineering needs of wind and sand resistance was judged, in order to provide a scientific basis for sand-wind disaster prevention.[Methods] The sand blocking rate test and gradient wind monitoring of the high-parallel reed sand-barriers were conducted in the test section along the line. Numerical simulation calculations were used to analyze the flow field distribution characteristics and sand control laws of high-parallel reed sand-barriers.[Results] ① The sand-blocking rate of single-channel reed sand barrier was 93.85%. Multiple sand barriers were usually set along the railway line. The sand flow was basically cleared after passing through multiple sand barriers. ② Under the action of single reed sand barrier, the velocity distribution around the barrier was obvious, and the deceleration zone formed behind the barrier was more uniform and there was no eddy current zone. The porosity of reed sand barrier was 36.5%.The weakening impact zone of the reed sand barrier on the inflow was mainly within the range of 3.5H(H=200 cm) before the barrier and 17H after the barrier. The mean weakening capacity for the incoming flow was 29.7% and the maximum value was 48%. ③ When the wind speed exceed 6 m/s, the sand particles were mainly distributed within the 0.2H range before the reed sand barrier, and the sand flux decreased sharply after the sand flow passed through the sand barrier.[Conclusion] Through the field experiment and numerical simulation, the law of sand control of high-parallel reed sand-barrier is revealed. The high-parallel reed sand-barrier has excellent sand control capacity similar to the net sand barrier and can be used along the railway. %R 10.13961/j.cnki.stbctb.2019.03.026 %U http://stbctb.alljournal.com.cn/stbctb/home %1 JIS Version 3.0.0