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:王鹏山[1,2] 张金龙[2] 侯俊伟 李靖男 胡军 张清[2] 苏德荣[1] 戴继航[1,2]
机构地区:[1]北京林业大学,北京100083 [2]天津泰达园林建设有限公司,天津300457 [3]天津临港园林建设有限公司,天津300452
出 处:《灌溉排水学报》2011年第5期131-134,共4页Journal of Irrigation and Drainage
基 金:国家科技支撑计划项目(2009BAC55B03);天津市科技支撑计划重点项目(10ZCGYSH02300)
摘 要:通过田间试验,对灌排工程改良措施改良滨海吹填土的效果进行了研究。结果表明,改良过程中排水工程从小区排出了大量的盐分,排出水矿化度从55.109g/L下降到5g/L左右。灌排措施下,300mm左右的淋洗水量能使0~40cm土层土壤脱盐率达到约65%,但不能使0~100cm土体整体脱盐;约700mm淋洗用水量能使0~100cm土体脱盐率达到50%以上;约1 050mm淋洗水量能使0~100cm土体土壤盐分降到0.3%左右,脱盐率达到71%。根据改良过程土壤盐分变化与用水量之间的关系,拟合出了淋洗曲线方程,相关系数为0.962。表明灌排工程改良措施改良效果较好,可以用于滨海吹填土的改良。In the paper,the effect of leaching and draining technique on improvement of dredger fill was studied by field experiment.The results showed that,lots of salinity was moved from the experiment plot by drainage,and the mineralization degree of effluent dropped from 55.109 g/L to about 5 g/L at the period of reclamation.Desalination rate of 0~40 cm layer soil was about 65% with approximately 300 mm leaching water,but salt content of 0~100 cm layer soil did not decreased.Desalination rate of 0~100 cm layer soil was about 50% with approximately 700 mm leaching water,and the rate of 0~100 cm layer soil was above 71% with approximately 1 050 mm leaching water.The leaching curve was fitted,which showed the relation between soil desalting and irrigation water,and the fitting efficiency was very perfect.The research results proved that the leaching and draining technique was a successful measure to improve dredger fill.
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:216.73.216.92