Obtención de las ecuaciones para estimar caudales del río Cabrera en las estaciones San Alfonso, Carrasposo, El Tomo y Puente Venado (Huila) con base en la metodología de Regresión y Transferencia.

Abstract

The following paper aims to estimate general equations in specific places where you do not have strategically located based on the methodology of Regression and Transfer stations so you do not have a clear idea of the real value of the circulating flows and therefore establish equations for determining flow rates for the channel in the river Cabrera.

It intends to focus this methodology in the field of Civil Engineering, giving a contribution to estimate flow rates so that it can be included in the calculations and use them for faster delivery of flows in unfamiliar areas and to reduce processing time data and use it in execution.