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尾矿砂沙害形成机理与工程治理措施的选择 被引量:2
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作者 杨根生 《中国沙漠》 CSCD 北大核心 1997年第4期435-441,共7页
尾矿砂沙害的形成过程,包含着尾矿砂强烈风蚀、尾矿砂输送搬运与堆积,以及尾矿砂吹扬在大气中的粉沙悬移等3个过程。上述3个过程对土地、大气、水体、道路、建筑物及农作物造成严重危害,甚至影响人身健康。研究结果表明,尾矿砂的... 尾矿砂沙害的形成过程,包含着尾矿砂强烈风蚀、尾矿砂输送搬运与堆积,以及尾矿砂吹扬在大气中的粉沙悬移等3个过程。上述3个过程对土地、大气、水体、道路、建筑物及农作物造成严重危害,甚至影响人身健康。研究结果表明,尾矿砂的治理,需采用固结沙面、切断沙源,即消除灾害源的方法。固结沙面的材料,宜采用坚固耐久、抗风蚀力强、具有较好蓄水保墒性能,以及保温能力高、且廉价的戈壁沙砾石。沙砾石覆盖之后,不仅固结了沙面,切断了沙源,而且为天然植物种子的散落和幼苗发育创造了稳定条件,加快了天然植物衍生。覆盖后的第一年雨季后,植物盖度到达了15%~30%,局部地段高达50%。 展开更多
关键词 尾矿砂 砾石土覆盖 沙害 形成机理 治理措施
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Effects of Different Thicknesses of Gravel Covering on Daily Soil Evaporation 被引量:1
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作者 周约 谢铁娜 《Agricultural Science & Technology》 CAS 2015年第10期2347-2349,2353,共4页
[Objective] The research aimed to explore the most suitable gravel cover- ing thickness for selenium sand melon in arid region of central Ningxia. [Method] The natural gravel, which was from Nanshantai Region in Zhong... [Objective] The research aimed to explore the most suitable gravel cover- ing thickness for selenium sand melon in arid region of central Ningxia. [Method] The natural gravel, which was from Nanshantai Region in Zhongwei City, Ningxia, was acted as test materials to study the effects of different thicknesses of gravel covering on daily evaporation using evaporator overall weighing method. [Result] The daily evaporation capacity order of the gravel covering thickness was as follows: CK〉HI(5 cm)〉 H2(8 cm)〉 H3(10 cm)〉 H4(15 cm). Meanwhile, with the increase of test days, the difference of cumulative evaporation capacity between H3 (10 cm) and H4 (15 cm) decreased gradually. Soil evaporation capacity reduced at the pow- er function with the increase of gravel covering thickness, and the decision coeffi- cient of the fitted curve reached to 0.925 5. [Conclusion] With the increase of gravel covering thickness, evaporation capacity of soil reduced gradually, and the soil water content increased gradually. Gravel covering could effectively reduce the evapora- tion. The thicker of covering, the more obvious inhibition effect on evaporation. The thickness of covering should increase moderately to prevent moisture loss from e- vaporation. Gravel inhibition effect on the evaporation wasn't obvious when the gravel covering thickness reached more than 10 cm. 10 cm gravel covering was the most appropriate thickness for local natural condition. The soil evaporation capacity along with the change of gravel covering could be simulated with power function e- quation Y=at^b. 展开更多
关键词 Thickness Gravel covering Soil evaporation
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