Hydrogeochemical Evaluation of the Texas Gulf Coast Aquifer System and Implications for Developing Groundwater Availability Models

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Hydrogeochemical Evaluation of the Texas Gulf Coast Aquifer System and Implications for Developing Groundwater Availability Models Presented to: TEXAS GROUNDWATER PROTECTION COMMITTEE (TGPC) Fiscal Year 2014, Second Quarter Meeting Wednesday, January 15, 2014 Texas Commission on Environmental Quality (TCEQ) Presented by: Steve Young INTERA 1

Topics Project Overview Introduction to the Gulf Coast Aquifer System Areal Snapshots of Water Quality Vertical Cross Sections of Water Quality Estimate of Groundwater Age Groundwater Flow Modeling Upward migration of formation water along growth faults Summary of Findings 2

Project Overview

Project Overview Objective -use geochemical data to identify relationships relevant for evaluating the conceptual flow model for the Gulf Coast Aquifer System (GCAS) --identify potential data gaps in geochemical data and obtain additional measurements to help fill the gap Method/Approach - construct maps consist of areal plots and vertical cross-sections of ions, ion ratios, hydrogeochemical facies, stable isotopes, and groundwater ages based on 14 C. - develop transects through the Gulf Coast and Aquifer and focus sampling on a representative cross section for GMA 14, GMA 15, and GMA 16 - analyze these maps to identify lines of lines of evidence for groundwater mixing, flow paths, and ages 4

Nineteen Transects 5

Project Team INTERA -Steve Young -James Pinkard Tetra Tech - Randy Basset Baer Engineering - Michael Johnson Consultant - Ali Chowdhury TWDB Contract Manager - Cindy Ridgeway Financial Assistance - Lone Star GCD (Montgomery County) Assistance with Identifying and Sampling Wells -USGS (Houston Office); Lone Star GCD, Harris-Galveston Subsidence District, -Bluebonnet GCD, Texana GCD, Brush County GCD, Duval County GCD, 6

Introduction to the Gulf Coast Aquifer System

Aquifers and Geological Formations 8

Salt Domes and Growth Faults 9

Sea Level Change 10

Areal Snapshots of Water Quality

Areal Profiles of TDS and Sulfate TDS 12 Sulfate

Areal Profiles of Chloride and Cl/Br Ratios Chloride 13 Cl/Br

Vertical Cross Sections of Water Quality

Hydrogeochemical Facies at Transect 3 (GMA 14) 15

Hydrogeochemical Facies at Transect 5 (GMA 15) 16

Hydrogeochemical Facies at Transect 8 (GMA 16) 17

Calcium Concentrations at Transect 34 (GMA 14) 18

Calcium Concentrations at Transect 56 (GMA 15) 19

Calcium Concentrations at Transect 8 (GMA 16) 20

Estimate of Groundwater Age

14 C Age (YBP) versus for Base of Chicot 22

14 C Age (YBP) versus for Top of Evangeline 23

14 C Age (YBP) versus for Base of Evangeline 24

Comparison of Groundwater Age Calculated from Field Data and Modeling Results Estimated Depth Range where Groundwater has an Age of 10,000 ybp Source of Depth Estimate Lissie Willis Upper Goliad Upper Lower Upper Lower Upper Lower Limit Limit Limit Limit Limit Limit 14 C Measurements Corrected 300 600 400 800 600 1100 LCRB Model Transect 34 GMA 14 250 600 600 850 900 1100 LCRB Model Transect 45 GMA 15 250 650 600 800 800 1400 Northern Gulf Coast Aquifer Transect 34 GMA 14 (1) (1) (1) (1) (1) (1) System GAM Northern Gulf Coast Aquifer Transect 45 GMA 15 250 650 600 800 200 300 System GAM Central Gulf Coast Aquifer Transect 45 GMA 15 400 500 400 700 700 800 System GAM Central Gulf Coast Aquifer Transect 8 GMA 16 (1) (1) (1) (1) (1) (1) System GAM GMA 16 AGM Transect 8 GMA 16 (1) (1) (1) (1) 100 600 (1) Groundwater in formation is significantly older than 10,000 ybp. 25

Groundwater Flow Modeling

Reverse Particle Tracking To Estimate Groundwater Age Initial particles locations located along transects based at fixed elevations per 100 ft increments Particles are backtrack using a models pre-development water level conditions Time for particle to reach its recharge source at surface is the estimated age of groundwater 27

Reverse Particle Tracking To Estimate Groundwater Age 28

Reverse Particle Tracking To Estimate Groundwater Age 29

Recharge and Discharge Fluxes at Ground Surface for Predevelopment Conditions for LCRB Model 30

Recharge and Discharge Fluxes at Ground Surface for Predevelopment Conditions for Northern Gulf Coast GAM 31

Upward Migration of Formation Water Along Growth Faults

Meteoric and Compactional Circulation Pathways(from Dutton and others, 2006) 33

Elevated TDS in Formation Water in Catahoula 34

Mechanism for Upswelling of Brine Along Growth Faults( from Kuecher and others, 2001) 35

Evidence of Upswelling: Origin of Methane 36

Lines of Evidence for Upswelling of Formation Water Contribution to Elevated TDS Concentrations 37

Summary of Findings

Geochemical Analyses Analyses Method and/or Map Tabulated and plotted depthaverage geochemical values for the Gulf Coast Aquifer System Region Plots of hydrogeochemical facies, chloride values, and sand and salinity profiles along vertical cross-sections Analysis of carbon and isotope of gases such as carbon dioxide and methane 39 Insight Notable differences in the geochemistry of GMA 14, 15, and 16. These differences attributed to differences in climate, distribution of salt domes, and stratigraphy Direction of groundwater flow and evidence of recharge, mixing, and preferred-flow region within or between aquifers Evidence of movement along growth faults

Geochemical Analyses Analyses Method and/or Map Analysis of the hydropressure and brine concentrations in the Catahoula and deeper deposits Analysis of stable isotopes of oxygen and hydrogen Analysis of carbon stable and radioactive isotopes Insight Evidence that a source of the increased total dissolved solids (TDS) near the coast is upswelling of brine Evidence of meteoric water Estimate of groundwater age 40

Conceptual Flow Model The up-dip boundary for the regional Gulf Coast Aquifer System flow should be the Catahoula Formation outcrop; The downdip boundary for the regional Gulf Coast Aquifer System flow should allow groundwater to discharge across a large area of the ocean bottom; The numerical representation of the regional groundwater flow system should be constrained by estimates of groundwater age calculated from 14 C measurements; A conceptual water budget should be developed and be guided by recharge estimates by Scanlon and others (2012) after appropriate uncertainty estimates have been developed; 41

Conceptual Flow Model (con t) Proper conceptualization and representation of groundwater mixing and flow paths requires vertical layering smaller than the thicknesses of the major aquifers; and the utility and accuracy of the GAMs could be improved is model layers represented the geological formations that comprised the Chicot, Evangeline, and Jasper Aquifers, General head boundaries do not accurately model recharge to an aquifer and should not be used for that purpose in any future GAMs for the Gulf Coast Aquifer System, A continuous, low permeability Burkeville Confining Unit does not exist up dip at the outcrop; and 42

Questions

Backpocket Slides

Regional Models for GCAS Northern Gulf Coast Aquifer System GAM Central Gulf Coast Aquifer System GAM GMA 16 Alternative Groundwater Model Lower Colorado River Basin Model 45

Comparison of Corrected 14 C Age Based on NETPATH Modeling and Pearson Correction Soil to Recharge Well to Well 5-1, Well 5-3, Well 5-12, Well 5-13, or Well 5-18 5-1 5-3 5-12 5-13 5-18 14 C MEAS ybp 8,940 12,280 6,730 9,340 7,220 14 C MEAS pmc 32.85 21.67 43.25 31.25 40.69 13 C MEAS DIC -9.3-7.3-13.3-12.9-10.0 δ 34 S meas 4.1 10.9-1.0 8.3 - Mass Transfer (1) calcite 3.77 5.46 2.70 3.59 3.81 CO 2(g) 2.23 2.25 2.97 3.82 2.87 Ca/Na Ex 1.70 2.89 0.44 1.55 1.86 Mg/Na Ex -0.18-0.51-0.44-0.50-0.95 K/Na Ex -2.43-4.60-0.11 0.68 NaCl 5.53 5.22 3.27 0.85 2.26 gypsum 0.40 0.40 0.11 0.23 0.13 pyrite 0.10 0.05 - - - Computed Values 14 C ADJ (ybp) 1,019 2,456 1,579 4,140 456 14 C ADJ (pmc) 37.16 29.17 52.36 51.57 43.00 δ 13 C DIC calc -9.3-7.3-13.1-12.9-10.8 δ 34 S calc 4.1 10.9-1.0 8.3 14 C ADJ (ybp) 2 996 2,391 1,539 4,025 modern NOTES: 1 millmoles 2 Pearson Method 46

Reverse Particle Tracking To Estimate Groundwater Age Initial particles locations located along transects based at fixed elevations per 100 ft increments Particles are backtrack using a models pre-development water level conditions Time for particle to reach its recharge source at surface is the estimated age of groundwater 47

Reverse Particle Tracking To Estimate Groundwater Age 48

Reverse Particle Tracking To Estimate Groundwater Age 49

Reverse Particle Tracking To Estimate Groundwater Age 50

Transect 3 Sample (Aerial View) 51

Transect 3 Sample (Cross-section View) 52

Geochemical Parameters Sample No. Analyte Lab Dissolved Metals (Ca, Mg, 1 Na, K, Fe) TDS Alkalinity 2 ph San Specific Conductance Antonio Br, Cl, F, SO 4 (dissolved) Testing 3 Nitrate + Nitrite H 4 2 S HS 5 TOC Dissolved Fixed and hydrocarbon gas 6 composition 7 δc13 of C1, C2 Zymax 8 δd of C1, C2 9 δo18 of H20 10 δd of H20 Sample No. Analyte Lab 11 RSK 175 for C1, C2, C3 12 Gas extraction fee Total Gas for methane, ethane, propane, Zymax butane, and pentane(for 13 purpose of identifying thermo versus biogenic carbon sources) 14 δs34 of SO4 15 δo18 of SO4 University of Arizona Environme ntal Lab 16 δc13 of DIC C-14 Beta Analytics 53

Lithology for Transect 8 (GMA 16) 54

Calcium Concentrations at Transect 3 (GMA 14) 55