سال انتشار: ۱۳۹۱

محل انتشار: اولین همایش ملی توسعه پایدار کشاورزی و محیط زیست سالم

تعداد صفحات: ۸

نویسنده(ها):

Mohammad Valipour – Department of Irrigation and Drainage Engineering, College of Abureyhan, University of Tehran, Pakdasht, Tehran

چکیده:

In this study using HydroCalc software, ability of single and tapered pipes in pressure loss adjusting has been compared. In single lateral-tapered manifold system due to the lower pressure loss in laterals, can be use from several types of pipe diameters for manifolds but in tapered lateral-tapered manifold system due to the more pressure loss in laterals, the choice is limited. The best diameters for tapered manifolds with single lateral were 69.2-36.8 mm, 69.2-58.2-36.8 mm, and 58.2-46.0-36.8 mm whereas the best diameters for tapered manifold with tapered lateral were 69.2-46.0-36.8 mm