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This study aimed to measure the Flow of this channel, analyze the same behavior during the study period and verify the appropriate ness of the methodology used regarding the behavior of the flow. The study area, located in the Department of Sanitary and Environmental Engineering of the channel which is part of the block of the Faculty of Engineering and Technology of the Federal University of Mato Grosso - UFMT. For this, we used the triangular spout thinwall, and measured the height of the hydraulic head with a slit for the period of five (5) days. And, by Gourley and Crimp equation obtained if the value of the instantaneous flow rate equal to 0.23 l / s. After the measurement period in the field, there was a hypothetical simulating blades of different heights in water channel, to compare there lation ship between the height of the weir water depth (h) and that this time would represent water depth in the channel (y), and it was found that: when the spout reach a height of 0.030 m, this time represent the channel 0.004 m under normal conditions.

Técnica de Medição de Vazão por Vertedor Triangular de Parede Delgada, Instalado na UFMT