Futuros Alternativos para la Región de Loreto

 

Groundwater and Surface Water Assessment Region of Loreto, Mexico


Assessment of Groundwater Resources

On the eastern shore of Baja California, dramatic mountains descend steeply to a narrow coastal strip along the Sea of Cortez.  In the southern half of Baja California, the municipality of Loreto, Mexico is located along this narrow coastal strip.  The region houses approximately 15,000 people, the large majority of whom live in the town of Loreto.  In addition to the area surrounding the town of Loreto, the region is usually divided into four other areas south of Loreto: Nopoló, Notrí, Puerto Escondido, and the Ensenada Blanca/Ligϋi.  Presently, the only source of potable water for the Loreto region is the San Juan Bautista Londó aquifer located 30 kilometers to the northwest (Figure 1). 

 

To ascertain the quantity of freshwater available for proposed development, a preliminary groundwater model was developed for the San Juan Bautista Londó (San Juan) aquifer.  The Loreto groundwater model estimates the impact of changes in water demand and land cover on groundwater storage in the region and forecasts the risk of saltwater intrusion into the municipal wells for each a set of growth scenarios.  MODFLOW, (McDonald and Harbaugh 1988; 1996) the most widely used and respected groundwater modeling program, was used to develop a preliminary groundwater model for the San Juan aquifer.  In constructing a groundwater model, estimates of the water entering the aquifer (recharge), water leaving the system (well pumping), and hydraulic properties (an estimate of how fast the water moves through the system) are entered into the model.  MODFLOW then produces a map of groundwater elevations by numerically solving a set of partial differential equations.

 

The San Juan aquifer is surrounded on all side by steep mountain slopes which act as no-flow barriers except to the east where a constricted, narrow outlet connects to the Sea of Cortez (Figure 2).  The entire San Juan watershed is only 623 km2 in size and the aquifer or basin floor, itself is only 225 km2; a very small aquifer by any account.  To prevent saline water from entering and thus contaminating the San Juan aquifer, groundwater must flow out of the basin into the Sea of Cortez.  If this flow stops and the elevation of the Sea becomes greater than the elevation of the groundwater, saline water will flow into the system.  With continued pumping saline water will reach the municipal wells resulting in an irrevocable loss of potable water. 

 

Rainfall or precipitation is the total amount of water that falls within a basin. Most of this is lost to runoff and evaporation with only a small portion infiltrating into the aquifer.  The amount of water that does infiltrate the surface and travel to the groundwater aquifer is termed recharge.  This recharge may come in at the sides of the basin as run off from the mountains or through underground fractures.  Either way the only source of new water or recharge is precipitation.  Potential evaporation is the amount of water that could be or “wants to be” evaporated.  If potential evaporation is considerably greater than rainfall, recharge is negligible.  In the Loreto region, potential evaporation exceeds precipitation rates in every month (Figure 3).  Because potential evaporation is greater than rainfall – the rain that falls on the basin floor is lost to evaporation and plant uptake. 


In 1986 the Institute of Geophysics at the Universidad Nacional Autónoma de México conducted a report on the San Juan aquifer (UNAM, 1986).  This study dealt only with the northern portion of the basin, focused largely on chemical characterization and assumed a confined aquifer.  Transmissivity values were calculated from a series of pumping tests conducted in the agricultural region of the aquifer.  A preliminary estimate of recharge was made and a groundwater depletion of 2.5 m per year was calculated.  This groundwater depletion from agricultural and municipal pumping has since resulted in the basin becoming unconfined. 


Previous

Content

Next



English     Español

Project Profile || Project Partners || Hydrology Report || Final Report