1 / 20

ALLENDE-PIEDRAS NEGRAS TRANSBOUNDARY AQUIFER: AN INITIAL MODELING ASSESSMENT

This study aims to demonstrate the hydrogeological linkages of the Allende-Piedras Negras aquifer at a transboundary level, offering new information to support its identification and recognition at an international level. The study includes updating the aquifer model with recent data, analyzing water budget and groundwater flow, and assessing the impact of pumping rates and droughts. Results show the influence of pumping rates and droughts on groundwater levels and water quality in the aquifer. The study also highlights the importance of remote sensing data in identifying droughts and understanding the aquifer system.

brazier
Download Presentation

ALLENDE-PIEDRAS NEGRAS TRANSBOUNDARY AQUIFER: AN INITIAL MODELING ASSESSMENT

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. ALLENDE-PIEDRAS NEGRAS TRANSBOUNDARY AQUIFER: AN INITIAL MODELING ASSESSMENT Laura Rodriguez Lozada Rosario Sanchez Flores Hongbin Zhan

  2. LOCATION AREA 5368 km² 5368 km² P=500 mm/yr T=20º C ET=433 mm/yr

  3. BACKGROUND • 36 potential transboundary aquifers have been identified in the Mexican-U.S border (Sanchez et.al., 2016). 16 aquifers were identified as transboundary. Only 11 aquifers recognized officially as transboundary by Mexico and the United States. • The Allende-PiedrasNegras aquifer between Texas and Mexico, has been identified as transboundary but has not been recognized officially by both countries or at international level. • The purpose of this work is to demonstrate hydrogeological linkages of this aquifer at transboundary level to offer new information that could support its identification and recognition at international level.

  4. BACKGROUND Previous studies: • Castillo (2000), Boghici (2002), Lesser (2008) and Conagua (2014). • Mainly focused on the Mexico side. • Models developed for the central portion of the aquifer.

  5. BACKGROUND Lesser (2008) Castillo (2000) Boghici(2002) Conagua (2014)

  6. OBJECTIVES • To include Texas and southern portions of the aquifer to better understand the transboundary nature of the system Boghici(2002)

  7. OBJECTIVES • To understand how groundwater flow across and near border region and determine significant variables of change Modified from Boghici (2002)

  8. SPECIFIC OBJECTIVES • To update the aquifer model with recent information (water wells, remote sensing data) • Model comparison using remote sensing data (GRACE-Gravity Recovery And Climate Experiment) • Water budget analysis

  9. SPECIFIC OBJECTIVES • Forecasting groundwater under different scenarios (pumping rates, droughts) • Evaluation of the application of the methodology in other transboundary aquifers

  10. HYPOTHESIS • Groundwater levels are significantly affected by higher pumping rates. • Severe drought periods affect groundwater levels. • High pumping rates impacts water quality in the aquifer.

  11. METHODOLOGY • Aquifer geometry and delineation • Data collection on: • Water levels measured from wells. • Annual river flow rates from river gages. • Annual precipitation and evapotranspiration from remote sensing images (TMPA and GLDAS).

  12. METHODOLOGY • Data collection on: • GRACE water storativity changes (Gravity Recovery And Climate Experiment-total water storativity changes obtained from gravimetric measurements) • Hydraulic parameters selection (n, K, T, S)

  13. METHODOLOGY • Limitations • This research is considering only the modeling on the quaternary and tertiary alluvium deposits (Reynosa-Goliad formations and alluvium deposits)

  14. RESULTS Burro Mountains Rio Grande Modified from GrupoModelo (2003)

  15. RESULTS Recharge Aquifer recharge (conglomerate) by water infiltration-springs Burro Mountains Rio Grande Agriculture wells Nava-Zaragoza area Artisan Well Springs

  16. RESULTS b = 40 m (Mx) – 25 m (Tx) n = Good (0.25) 2 T = 0.4 m /s K = 160 – 430 m/day Ss = 0.001 TDS > 1000 ppm

  17. RESULTS Aug-09 Sep-08 *Taken from CONAGUA (2011) Sep-11 Feb-10 Aug-12 Apr-15 0 to -2 m water levels change from 2008-2011 300 mi -0.35 m from GRACE

  18. TOTAL WATER STORATIVITY (GRACE) PRECIPITATION (TMPA) Identification of droughts from remote sensing data TEMPERATURE (MODIS)

  19. TOTAL WATER STORATIVITY (GRACE) Infiltration from precipitation takes from 2 to 4 weeks to reach the water table PRECIPITATION (TMPA)

  20. CONCLUSIONS • Using remote sensing data to recognize the droughts described by Mexican institutions during past years. Combined parameters help identify dry and wet periods. • Allende – PiedrasNegras aquifer is a small area to attempt an analysis based on GRACE. After comparing water level changes of the period 2008-2011 and GRACE values, differences on water storage are considerable. It could be due to the low spatial resolution of remote sensing data. • Infiltration takes around 2 to 4 weeks to be reflected on the water table. It will be depending on the lithology of the aquifer, and can be an important feature to explain aquifer vulnerability to droughts and recovery rates.

More Related