Cuantificación del aporte hidrogeológico de la Cuenca Guadalupe a la recarga de los acuíferos del Valle de Guadalupe y Ojos Negros, B C
TL;DRAbstract
The hydrologic models contribute to technical elements for the design of operation strategies and administration of the hydraulic resources of a river basin, being these of superficial or underground origin. The estimations of the recharge of groundwater constitute the entrance for the majority of methodologies used for evaluation and handling of the resource. The development of the GIS has allowed some analytical methods. The use of three models in the study was determined; the threedimensional model for a groundwater system by layers, with code of finite differences MODFLOW, followed by SWAT, that is a hydrologic superficial water model. As well as, the underground water balance with the procedure defined by official Norm Mexican NOM-011-CNA-2000. The approach of multiple hydrologic response unit (HRU) was used, the simulated period was year 2010. Being a recharge rate of 11,87 mm year for all the river basin. A 0,9824 between model SWAT and MODFLOW coefficient was obtained of determ
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The hydrologic models contribute to technical elements for the design of operation strategies and administration of the hydraulic resources of a river basin, being these of superficial or underground origin. The estimations of the recharge of groundwater constitute the entrance for the majority of methodologies used for evaluation and handling of the resource. The development of the GIS has allowed some analytical methods. The use of three models in the study was determined; the threedimensional model for a groundwater system by layers, with code of finite differences MODFLOW, followed by SWAT, that is a hydrologic superficial water model. As well as, the underground water balance with the procedure defined by official Norm Mexican NOM-011-CNA-2000. The approach of multiple hydrologic response unit (HRU) was used, the simulated period was year 2010. Being a recharge rate of 11,87 mm year for all the river basin. A 0,9824 between model SWAT and MODFLOW coefficient was obtained of determ
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