期刊文献+

微灌滴头设计工作压力取值理论研究 被引量:4

Theory on the calculation of operation pressure of micro-irrigation emitters
下载PDF
导出
摘要 在满足由田间微地形偏差、灌水器制造偏差、水力偏差3因素引起的灌水流量偏差率的前提下,提出了一种新的微灌滴头设计工作压力计算方法,利用该方法可以确定农田不同种植模式下微灌滴头的设计工作压力值,即在加压情况下,地面坡度为零时,首先提出毛管年费用计算公式,然后以毛管年费用为目标函数,用黄金分割搜索法求出满足灌水流量偏差率要求的滴头设计工作压力值。结果表明,田面局部高差和允许流量偏差率是影响滴头设计工作压力的关键因素,田面局部高差越大,工作压力越大,而允许流量偏差率越大,滴头设计工作压力越小。在目前耕作条件下,若以20%流量偏差率作为灌水质量指标,则棉花、温室、果园滴头设计工作压力的最大值分别为0.5,1.0和2.5 m。 A new calculation method of micro-irrigation operation pressure was developed. This method was based on the acceptable emitter flow variation which resulted from the combined effect of farmland sectional altitude difference,manufacture variation and hydraulic variation. First of all ,the equation of annual cost of the lateral was proposed. And then annual cost of the lateral ,which included material cost and annual running cost ,was used as objective function. The optimal micro-irrigation operation pressure was determined by using gold searching computer method under condition of the discharge variation being kept within acceptable limits. The research indicated that the most important factors affecting the micro-irrigation operation pressure were farmland sectional altitude difference and the acceptable emitter flow varia- tion. The bigger the farmland sectional altitude difference was, the bigger the micro-irrigation operation pressure was. The smaller the acceptable emitter flow variation was,the bigger the micro-irrigation operation pressure was. The maximum micro-irrigation operation pressures on the cotton land ,orchard and hothouse were 0.5,1.0 and 2.5 m respectively.
出处 《西北农林科技大学学报(自然科学版)》 CSCD 北大核心 2006年第10期189-191,196,共4页 Journal of Northwest A&F University(Natural Science Edition)
基金 陕西省自然科学基金项目(2005E234) 农业科技转化项目(04EFN217100395) 中国科学院知识创新项目(KZCX1-06-02-03)
关键词 滴灌 滴头设计工作压力 田间微地形偏差 灌水器制造偏差 drip irrigation operation pressure of emitters farmland sectional altitude difference Manu facture variation
  • 相关文献

参考文献8

  • 1凯勒J 喀麦利D 罗元培译.滴灌设计[M].北京:水利出版社,1999.51-57.
  • 2傅琳 董文楚 郑耀泉.微灌工程技术指南[M].北京:水利电力出版社,1987,5..
  • 3Pedro V.New algorithm for hydraulic calculation in irrigation laterals[J].Journal of The Irrigation and Drainage Division,2005,131(2):220-226.
  • 4张国祥.廉价节能高效滴灌系统研究报告[R].杨凌:国家节水灌溉杨凌工程技术研究中心,2002..
  • 5Kang Y H,Yuan B,Nishiyama S.Design of micro irrigation laterals at minimum cost[J].Irrig Sci,1999,28(2):125-133.
  • 6Bralts V F,Wu I P.Manufacturing variation and drip irrigation and irrigation uniformity[J].Trans ASAM,1981,24(1):113-119.
  • 7Bralts V F,Edwards D M.Field evaluation submain units[J].Trans ASAM,1986,26(6):1659-1664.
  • 8Howell T A,Hilter E A.Designing trickle irrigation laterals for uniformity[J].Journal of The Irrigation and Drainage Division,1974,100(4):443-454.

共引文献6

同被引文献120

引证文献4

二级引证文献32

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部