摘要
针对重庆忠万高速绿化带滴灌工程的比降大、管道长的复杂条件,基于Darcy-Weisbach公式建立了迭代求解数学模型,并布置室内水力学实验获得实测参数来验证。针对滴管管网设计参数,包括管长、滴头间距、坡比等对出流均匀度的影响,指出在一定的坡比、管长等边界条件下,适当的初始水头、滴头间距参数组合可满足滴灌系统的出流均匀度要求。
In view of the complex conditions of large drop ratio and long pipeline of Chongqing Zhong-Wan highway green belt drip irrigation project,an iterative solution mathematical model was established based on Darcy-Weisbach formula,and the indoor hydraulic experiment was arranged to obtain the measured parameters to verify.In view of the influence of the design parameters of the drip pipe network,including the length of the pipe,the distance between the drippers and the slope ratio on the outflow uniformity,it is pointed out that the appropriate combination of the initial water head and the distance between the drippers can meet the requirements of the outflow uniformity of the drip irrigation system under certain slope ratio,pipe length and other boundary conditions.
作者
付旭辉
王文广
谭华
涂光胜
滕钢
谭江涌
FU Xuhui;WANG Wenguang;TAN Hua;TU Guangsheng;TENG Gang;TAN Jiangyong(School of River&Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China;National Engineering Research Center on Inland Waterway Regulation,Chongqing Jiaotong University,Chongqing 400074,China;Chongqing Zhong-Wan Highway Co.Ltd.,Chongqing 401147,China)
出处
《重庆交通大学学报（自然科学版）》
CAS
CSCD
北大核心
2020年第8期108-112,133,共6页
Journal of Chongqing Jiaotong University(Natural Science)
基金
重庆忠万高速公路有限公司科技项目
重庆市技术创新与应用示范专项重点研发项目(cstc2018jszx-zdyfxmX0021-05)
重庆交通大学研创基金项目(2018S0125)
重庆英才计划(CQYC201903204)。
