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微孔渗灌管水力特性的试验研究
引用本文:高西宁,张玉龙. 微孔渗灌管水力特性的试验研究[J]. 灌溉排水学报, 2009, 28(1)
作者姓名:高西宁  张玉龙
作者单位:沈阳农业大学,农学院,沈阳,110161  
基金项目:沈阳农业大学青年教师科研基金 
摘    要:通过试验实测的方法,对埋入地下的微孔渗灌管灌水时管路的水力特性进行了研究。结果表明,随着进水口压力、管长和微孔渗灌管透水性能的增加,微孔渗灌管水流量、沿程的水头损失和水力偏差率增大,且水头损失主要发生在微孔渗灌管靠近进水口的前半段。实际设计管网时,应综合考虑供水压力、渗灌管透水性能对水头损失的影响,确定管网中毛管的长度,保证灌水均匀度。

关 键 词:微孔渗灌管  水力特性  水力偏差率

Flow Hydraulic Characteristics of the Porous Pipe Buried in the Ground
GAO Xi-ning,ZHANG Yu-long. Flow Hydraulic Characteristics of the Porous Pipe Buried in the Ground[J]. Journal of Irrigation and Drainage, 2009, 28(1)
Authors:GAO Xi-ning  ZHANG Yu-long
Affiliation:Shenyang Agricultural University;Shenyang 110161;China
Abstract:In this paper,flow hydraulic characteristics of the porous pipe buried in the ground were studied through the experiments.The results show that the porous pipe quantity,head loss and hydraulic deviation rate of the porous pipe would increase while water head in entrance,pipe length and porous pipe permeability increasing.The head loss mainly concentrated on the top half of the porous pipe.When design the network of subsurface irrigation,in order to enhance irrigation uniformity,choosing the lateral tube len...
Keywords:porous pipe  flow hydraulic characteristics  hydraulic deviation rate  
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