检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:曹有存 焦羽鹏 崔涛[1] 张小虎[1,2] CAO Youcun;JIAO Yupeng;CUI Tao;ZHANG Xiaohu(National Demonstration Center for Experimental Grassland Science Education, Lanzhou University,Lanzhou 730020,Gansu,China;College of Pastoral Agriculture Science and Technology,Lanzhou University,Lanzhou 730020,Gansu,China)
机构地区:[1]兰州大学草业科学国家级试验教学示范中心,甘肃兰州730020 [2]兰州大学草地农业科技学院,甘肃兰州730020
出 处:《草业科学》2018年第8期1862-1869,共8页Pratacultural Science
摘 要:在草坪坪床排水系统中,由于排水管周围填充的过滤层材料与排水管上的进水孔孔径不匹配,过滤层材料中的细小颗粒通过进水孔进入排水管发生沉积引发堵塞是导致排水系统失效的主要原因。本研究选用管径75 mm的单壁PVC排水管,在其一侧打孔,孔径分别为2.5、4.0、5.0和6.0mm,选择当地3种不同种类的细沙、中沙和粗沙作为过滤层材料,在实验室条件下将排水管两端封堵并置于容器中保持水孔向上,用风干过滤层材料完全覆盖排水管,容器水平方向振动20和40s,以此模拟排水系统在实际工程中在受到外力作用下过滤层材料进入排水管道的情况,探讨过滤层材料粒径分布特点与进水孔孔径之间的关系。结果表明,进入排水管的沙子数量随着孔径的增大,其沉积量会以指数函数的量级而上升。级配较好且粒径较粗的中沙的沉积量最少,最适合作为排水管周围的过滤层材料,但排水管进水孔孔径不能超过5.0mm;级配差且粒径小的细沙掉落到管子里的沉积量最多,不能作为排水管周围的过滤层材料;粗沙可以作为过滤层材料,但进水孔的孔径不能超过4.0mm。Failure of the turf subsurface drainage system in many cases is mainly caused by improper matching between the particle size distribution of the filter material around the pipe in the trench and the perforation size of the water-entry hole in the drainage pipe.In this experiment,a single wall PVC drainage pipe with a 76 mm diameter was selected.The drainage pipe was perforated based on the position of the upper part of the pipe.The diameter sizes of the water holes were 2.5,4.0,5.0,and 6.0 mm.Three different types of local fine sand,medium sand,and coarse sand were selected as the filter material.The drainage pipe was placed in a container with both ends covered by plastic sheeting and holes facing up.The drainage pipe was completely buried in the air-dry filter material in the container.The container was then shaken horizontally for either 20 or 40 seconds.The sand entering the drainage pipe through the water holes was taken out and its volume was measured.The results showed that the volumes of sand entering the pipes exponentially increased with expansion of the diameter of water holes.The highest volume of sand that entered the pipe was observed for poorly graded fine sand because of its smaller particle diameter and unstable particle bridging structure.This sand should therefore never be used as a filter material,whereas the least volume of sand in the pipe was observed for the well-graded medium sand,which was thus best suited for use as filter material surrounding drainage pipes;drain perforations no greater than 5 mm in diameter was highly recommended.For the coarse sand,the perforation diameter should not be more than 4 mm.However,the well-graded medium sand formed a stable and tight bridging in the vicinity of the water holes,locking other sand particles together and preventing them from entering holes in the drainage pipes.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:3.139.239.16