A microtube is a simple type of drip emitter which has been used since the 70’s. In microtubes, small differences in the diameter can cause errors in estimating discharge, reducing the irrigation project efficiency, even if the real values are close to those specified by the manufacturer. This worked aimed at comparing diameter values, determined by using an optic measuring projector and hydraulic determination, with the data provided by themanufacturer. The microtubes used had internal diameters of 0.6; 0.7; 0.8; 1.0 and 1.5 mm, according to the manufacturer. The optical projector manufactured by Starrett Precision Optical was used in thirty rings of each microtube, of 5 mm in length. Hydraulic determination of diameter was calculated with data obtained in assays under laminar flow, applied using the basic equation for energy drop by friction and Bernoulli’s equation. Basedon our results, we suggest that optimum irrigation project design should be based on microtube diameters determined from hydraulically determination, as well as from optic measuring projectors, not only from the diameter supplied by manufacturer. Hydraulic determination of the diameter is the most simple and viable way, as it doesn’t present differences when compared to standard optical projector.
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