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半隐蔽格状沙障的综合防护效益观测研究 被引量:97

Study on Comprehensive Sand-protecting Efficiency of Semi-buried Checkerboard Sand-barriers
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摘要 半隐蔽格状沙障,特别是麦草和碾压芦苇方格沙障,是近地风沙流边界层防止风沙危害的一种经济实用、功能独特、效果显著而应用最为广泛的固沙措施。它增大了下垫面的粗糙度,明显降低了底层风速,进而减弱了输沙强度,使流沙表面得以稳定。在格状边框内,由于气流的涡旋作用,使格内原始沙面充分蚀积最后达到平衡状态,即稳定的凹曲面形成。这种有规则排列的凹曲面,对不饱和风沙流具一种升力效应,而形成沙物质的非堆积搬运条件,这是格状沙障作用的关键。试验证明1m×1m,1.5m×1.5m和2m×2m草方格防沙效果都是显著的,0.5m×0.5m的方格不仅费工费料,而且防风固沙效果很不理想,并很快地被沙堤失去防护功能。同一规格的格状沙障往往由于设置的地形部位不同,其防护作用可能产生很大的差异。因此,应该根据一个地区的风沙流场性质和沙障功能综合评价半隐蔽沙障防护效益。 The semi-buried checkerboard sand-barrier mainly made from wheat straw or rolled reed, is an economic, effective and widespread-used method of sand fixation (stabilization) in China. It can stabilize the shifting sand by increasing the roughness height of underlaying surface, decreasing the wind velocity near the ground surface and thus weakening the intensity of sand transportation. Due to the eddy action of airflow, the sand in sand-barriers can reach a state of equilibrium between erosion and accumulation, and finally form a stable concave surface. These regular-arrayed surfaces in sand-barriers have a lift force effect, which causes unsaturated sand flow pass it over totally. This is the key mechanics of sand protecting of checkerboard sand-barriers. The tests in Shapotou show all of 1 m×1 m,1.5 m×1.5 m and 2 m×2 m girds have marked function to sand-protecting, whereas the sand-protecting efficiency of 0.5 m×0.5 m checkerboard sand-barriers is not ideal as the two formers, they lost their function of sand-protecting soon after being buried. Moreover, the making of 0.5 m×0.5 m sand-barriers wastes a lot of manpower and materials. In addition to dimension of sand-barriers, the topographic location has also a direct effect on sand-protecting efficiency. So in order to evaluate the integrated sand-protecting efficiency of sand-barriers objectively, both the wind field characteristics of investigated area and the function of sand-fence must be considered simultaneously. Recently, we used some new techniques and materials (such as nylon, polyester and plastic net) to sand protecting, and obtained some fruits during tests. These measures cannot only provide the material sources to sand protecting, but also extend their operational life span.
出处 《中国沙漠》 CSCD 北大核心 2005年第3期329-335,共7页 Journal of Desert Research
基金 中国科学院资源环境领域知识创新工程重大项目(KZCX2304)
关键词 半隐蔽格状沙障 稳定凹曲面 防护效益 风沙 固沙措施 沙漠化 植树种草 生态环境 semi-buried checkerboard sand-barriers stable concave surface sand-protecting efficiency
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  • 1刘家琼.草原与荒漠交界地区流沙的固定——以沙坡头铁路防护体系旱路固沙为例[J].中国沙漠,2002,22(5):495-498. 被引量:6
  • 2胡孟春,赵爱国,李农.沙坡头铁路防护体系阻沙效益风洞实验研究[J].中国沙漠,2002,22(6):598-601. 被引量:22
  • 3柯丛茂.铁路沙害预测预报的研究[J].南昌水专学报,1996,15(2):5-11. 被引量:2
  • 4朱俊风 朱震达.中国沙漠化防治[M].北京:中国林业出版社,1999..
  • 5凌裕泉 中国科学院兰州沙漠所沙坡头站.草方格沙障的防护效益.腾格里沙漠沙坡头地区流沙治理研究[M].-,1980.49-59.
  • 6张奎壁 邹受益.治沙原理与技术[M].北京:中国林业出版社,1989.121.
  • 7中国科学院新疆生物土壤沙漠研究所.中国植物学研究文集[M].北京:科学出版社,1991.8-16.
  • 8[美]罗森堡NJ.小气候—生物环境[M].北京:科学出版社,1982.126-152.
  • 9王锡来.南疆铁路风沙活动特征与防沙对策[J].中国沙漠,1998,18:71-74.
  • 10李炳文 周兴佳 黄丕振 等.兰新铁路沙泉子段风沙危害特点及防治思路[A].中科院新疆生态与地理研究所.兰新铁路乌阿段大风流沙区风沙危害防治研究[C].,1999.33-44.

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