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中国沙漠 ›› 2023, Vol. 43 ›› Issue (6): 220-228.DOI: 10.7522/j.issn.1000-694X.2023.00154

• • 上一篇    

酒额铁路酒泉至东风段典型沙害区段风沙环境特征

李强()   

  1. 兰州铁道设计院有限公司,甘肃 兰州 730000
  • 收稿日期:2023-08-21 修回日期:2023-10-27 出版日期:2023-11-20 发布日期:2023-11-30
  • 作者简介:李强( 1981—),男,甘肃庆阳人,高级工程师,主要从事铁路防灾工程及设计。E-mail: 530298865@qq.com
  • 基金资助:
    兰州铁道设计院有限公司技术开发项目(兰院科〔2022〕05号)

Characteristics of aeolian environment in typical sand-hazard sections along the Jiuquan-Dongfeng section of Jiuquan-Ejin Banner Railway

Qiang Li()   

  1. Lanzhou Railway Design Institute Co. LTD,Lanzhou 730000,China
  • Received:2023-08-21 Revised:2023-10-27 Online:2023-11-20 Published:2023-11-30

摘要:

酒额铁路(酒泉至额济纳旗铁路)酒泉至东风段沿线冲洪积戈壁广布,沙源丰富,风沙危害严重。为实现铁路风沙危害的精准防治,对酒额铁路酒泉至东风段沿线风沙环境进行了监测分析。结果表明:(1)酒额铁路酒泉至东风段以戈壁风沙路基为主,起沙风向以NW、W、NNW和WNW为主,存在偏东风起沙风向(ENE、E和NE),年起沙风频率5.58%~18.44%;(2)沿线输沙势31.4~176.2VU,均为低风能环境、中比率风况。从金塔至额济纳旗方向输沙势依次增大,且输沙势集中于春季;(3)根据2021年8月至2022年5月一个风季的观测,酒额铁路酒泉至东风段沿线输沙量1.3~3.5 m3·m-1。根据铁路走向,主害风输沙量(偏西风)0.9~2.4 m3·m-1,次害风输沙量(偏东风)0.5~1.5 m3·m-1

关键词: 风沙环境, 输沙势, 输沙量, 酒额铁路

Abstract:

Alluvial gobi is widely distributed along the Jiuquan-Ejin Banner Railway, so sand source is rich, and the damage of wind-blown sand is serious. To achieve accurate prevention and control of the damage of wind-blown sand to railway, this study monitored and studied the aeolian environment along the Jiuquan-Dongfeng section of Jiuquan-Ejin Banner Railway. The results show that the railway subgrade was dominated by wind-blown sand over gobi, and the sand driving winds were mainly of NW, W, NNW and WNW. Meanwhile, there were also easterly sand driving winds (ENE, E and NE), and the annual frequency of sand driving winds ranged from 5.58% to 18.44%. The study area belonged to a low wind energy environment with a medium wind condition, and sand drift potential ranged from 31.4VU to 176.2VU, which increased from Jinta to Ejin Banner. The sand drift potential was mainly concentrated in spring. During the observation period of a wind season from August 2021 to May 2022, the sand transport quantity along the railway ranged from 1.3 m3·m-1 to 3.5 m3·m-1, of which the main harmful wind (westerly wind) ranged from 0.9 m3·m-1 to 2.4 m3·m-1, and the sand transport quantity of the secondary harmful wind (easterly wind) ranged from 0.5 m3·m-1 to 1.5 m3·m-1. This study provides a scientific basis for the design of sand control system in the Jiuquan-Dongfeng section of the Jiuquan-Ejin Banner Railway.

Key words: aeolian environment, sand drift potential, sand transport quantity, Jiuquan-Ejin Banner Railway

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