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作 者:Victor Rogelio Tirado Picado Lisseth Carolina Blandón Chavarria Victor Rogelio Tirado Picado;Lisseth Carolina Blandón Chavarria(The Faculty of Engineering and Architecture, The American University UAM, Managua, Nicaragua;The Department of Geography, Faculty of Humanities, National Autonomous University of Nicaragua, Managua, Nicaragua)
机构地区:[1]The Faculty of Engineering and Architecture, The American University UAM, Managua, Nicaragua [2]The Department of Geography, Faculty of Humanities, National Autonomous University of Nicaragua, Managua, Nicaragua
出 处:《Open Journal of Applied Sciences》2023年第5期659-671,共13页应用科学(英文)
摘 要:For this research work, an adequate methodology was sought for the calculation of the runoff coefficient with the Tirado arrangement. To achieve this, first, the variables that affect the runoff coefficient were identified, then the model was described with the Tirado arrangement, and as a third part for the calculation of the runoff coefficient, the Tirado model is proposed. From the theory for the calculation of the runoff coefficient, the equation of the weighted coefficients and the expression of Nadal were manipulated, resulting in the following relationship , considering this as the expression for the arrangement Tirado. The expression is tested with different intensities, the magnitudes correspond to 150, 200, 250 and 300 mm/hrs, resulting in runoff coefficient 0.82, 0.87, 0.89, 0.91 respectively. This means that, the higher the intensity, the runoff coefficient will be higher, logically the characteristics of the basin affect that this coefficient has variation in the space studied.For this research work, an adequate methodology was sought for the calculation of the runoff coefficient with the Tirado arrangement. To achieve this, first, the variables that affect the runoff coefficient were identified, then the model was described with the Tirado arrangement, and as a third part for the calculation of the runoff coefficient, the Tirado model is proposed. From the theory for the calculation of the runoff coefficient, the equation of the weighted coefficients and the expression of Nadal were manipulated, resulting in the following relationship , considering this as the expression for the arrangement Tirado. The expression is tested with different intensities, the magnitudes correspond to 150, 200, 250 and 300 mm/hrs, resulting in runoff coefficient 0.82, 0.87, 0.89, 0.91 respectively. This means that, the higher the intensity, the runoff coefficient will be higher, logically the characteristics of the basin affect that this coefficient has variation in the space studied.
关 键 词:Runoff Coefficient Land Use Soil Type Land Slope NADAL RAWLS
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