MODELAMIENTO ESTOCÁSTICO EN LA DETERMINACIÓN DE LA OFERTA HÍDRICA DEL RÍO SOURCE MATELAS (HAITÍ): Aplicación al predimensionamiento de un embalse
MODELAMIENTO ESTOCÁSTICO EN LA DETERMINACIÓN DE LA OFERTA HÍDRICA DEL RÍO SOURCE MATELAS (HAITÍ): Aplicación al predimensionamiento de un embalse
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Source Matelas es un poblado del departamento del Oeste en la República de Haití, con escasos recursos económicos y con un bajo nivel de vcurso hídrico. En el presente trabajo se realiza una primera aproximación al estudio de prefactibilidad de construcción de un embalse con cuantificación de la oferta hídrica superficial en la región, por medio de metodologías hidrológicas para la estimación de la información desconocida. Se calculan las componentes del balance hídrico de largo plazo y se estiman los caudales diarios que alimentarán el modelo de simulación del embalse. El caudal medio estimado del río Source Matelas en el punto escogido para la construcción de la presa es de 26 L/s. Con base en dicha simulación de la operación del embalse, se estima el volumen necesario para compensar diferentes fracciones del caudal medio y se determina que la demanda de agua poblacional es abastecida totalmente si se construye un embalse de 212.000 m3 de capacidad.
Abstract: Source Matelas, located in the West State, Republic of Haiti, is a town with scarce economical resources and low quality of life, mainly because of the absence almost total of water. In this wor low quality of life, mainly because of the absence almost total of water. In this wor , mainly because of the absence almost total of water. In this work we give a first ap we give a first approximation to a water reservoir pre-feasibility study, related to water supply quantification of the region, by means of hydrological methods to estimate unknown information. Long term components of the hydrological o estimate unknown information. Long term components of the hydrological Long term components of the hydrologicalbalance are calculated and daily mean yield that serves the model of reservoir simulation is estimated. The mean runoff calculated for the Source Matelas River is 0.026 m3/s. Based on reservoir modeling, volume needed to supply different percentages of the mean runoff is calculated. Therefore, it can be seen that population water demand will be supplied totally if a reservoir of 212000 m3 volume is constructed.
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