SlideShare une entreprise Scribd logo
1  sur  21
Télécharger pour lire hors ligne
U.S. Department of the Interior
U.S. Geological Survey
Use of Environmental Tracers for
Estimating Rates of Groundwater
Recharge to the Gulf Coast Aquifer
System in Montgomery County,
Texas
by Timothy D. Oden
Prepared in Cooperation with Lone Star Groundwater
Conservation District
Texas Water Conservation Association
70TH Annual Convention
The Woodlands, Texas
March 6, 2014
Groundwater Recharge is Not Easily
Measured
 Recharge is not easily measured, often is
estimated from other methods
 Coupled recharge determinant methods
would be helpful
 age-dating (this study)
 water-table fluctuation
 chloride tracer method (saturated or unsaturated
zone)
 Streamflow-hydrograph separation
What is Groundwater Recharge...
 ...generally, the replenishment of water to a
groundwater flow system
 ...is an integral part of the hydrologic cycle
that may have started as precipitation
 ...precipitation that first infiltrates the
exposed sediments at land surface, moves
downward through the sediments until it
reaches the water table, at which point it is
part of the groundwater flow system of the
Gulf Coast Aquifer
Recharge and the Hydrologic Cycle
What is NOT Groundwater Recharge...
 ...equivalent to infiltration
most water that infiltrates at land surface is
returned to the atmosphere
 ...equated with percolation
percolation is the movement of water through the
unsaturated zone
 ...to be confused with aquifer yield
this is the amount an aquifer can yield to pumping
 ...the same as sustainable yield
recharge can be less than sustainable yield
Environmental Tracers in this Study
 Modern (1940s to present)
 Chlorofluorocarbons (CFCs)
 Sulfur hexafluoride (SF6)
 Tritium (3H)
 Helium/ Tritium (3He/3H)
 Intermediate (100-1000 years)
 Helium-4 (4He)?, maybe
 Paleowaters (1,000 to 40,000 years)
 Carbon-14 (14C)
 Not dating the water, but a substance IN the
water
The Model – Piston Flow
 Piston flow is the simplest transport
assumption in groundwater age dating
 Assumes no mixing or dispersion has altered
the concentration after entering the system
 Most likely, an oversimplification
 effects of mixing and dispersion beyond the scope
of this study
Variables needed for Recharge Rate
Estimation
 The known or to be to determined:
 H, aquifer thickness
 z, depth in the aquifer
 x, width of aquifer outcrop
 xo, distance from well to beginning of flow path
 e, porosity
Idealized flow in simple aquifer
type
Modified from Cook and Herczeg, 2000
Piston flow
– Lines of
equal age
Recharge
x
H
z
xo
e of the aquifer
Study Design
 2008
 37 wells, collected CFC, SF6, 3He/3H, 3H, 4He, and
dissolved gas data
 Chicot – 17 wells
 Evangeline – 13 wells
 Jasper – 7 wells
 2011
 24 wells, collected 14C, major ions, 4He and
dissolved gas data (select wells)
 Chicot – 7 wells
 Evangeline - 8
 Jasper – 9
Chicot Recharge Estimates
 Based on 14 wells –
 Not all wells sampled in the Chicot
Aquifer for this study were usable for
recharge determination
 Ranged from 0.2 to 7.2 inches per year
 About 0.4 to 14.6 percent of normal
annual precipitation*
*normal annual precipitation from 1971-2000,
COOP Weather Station 411956, Conroe, Texas
Chicot
Aquifer
1.9
2.4
ND
2.7
2.1
3.4
ND
7.2
2.3
3.8
ND1.0
0.4
0.9
0.2 3.7
4.8
Explanation
Recharge
Value (1.9),
inches per
year
ND, not
determined
Evangeline Recharge Estimates
 Based on 9 wells –
 Not all wells sampled in the Evangeline Aquifer for
this study were usable for recharge determination
 Ranged from less than 0.1 to 2.8 inches per year
 About 0.2 to 5.67 percent of normal annual
precipitation
Evangeline
Aquifer
0.2ND
0.1
2.8
2.4
ND
0.1
1.51.0
ND
ND
0.1
<.1
Explanation
Recharge
Value (0.1),
inches per
year
ND, not
determined
Jasper Recharge Rates
 Based on 10 wells –
 Not all wells sampled in the Jasper Aquifer for this
study were usable for recharge determination
 Ranged from less than 0.1 to 0.5 inches per year
 About 0.2 to 1.01 percent of normal annual
precipitation
Jasper
Aquifer
ND
0.1
0.1
0.1
0.1
0.5
<.1
<.1
0.1
<.1
0.1
Explanation
Recharge
Value (0.1),
inches per
year
ND, not
determined
Uncertainty –
Unconfined
System
modifying each
variable, the
rate changes –
blue and black circles, values from the report
apparent gw age
gw age, +10 percent
gw age, -10 percent
20 percent, porosity
25 percent, porosity
30 percent, porosity
aquifer thickness, +50 ft
aquifer thickness, -50 ft
Chicot Evangeline
Jasper
Uncertainty –
Confined
System
blue and black circles, values from the report
apparent gw age
gw age, +10 percent
gw age, -10 percent
20 percent, porosity
25 percent, porosity
30 percent, porosity
aquifer thickness, +50 ft
aquifer thickness, -50 ft
modifying each
variable, the
rate changes –
JasperEvangeline
Limitations of this study
1) Highly variable hydrogeology on a regional
scale
2) Piston flow is likely oversimplification
3) Porosity, used were previously determined
4) Possibility of mixing within system not
considered
5) The rates are point (site) specific
6) Interpretation of the environmental tracer
data can be complicated along the flow path
Publications
 Oden, T.D., 2011, Groundwater environmental tracer data collected
from the Chicot, Evangeline, and Jasper aquifers in Montgomery
County and adjacent counties, Texas, 2008: U.S. Geological
Survey Data Series 580, 37 p., http://pubs.usgs.gov/ds/580/
 Oden, T.D. and Truini, Margot, 2013, (revised May 31, 2013)
Estimated rates of groundwater recharge to the Chicot, Evangeline
and Jasper aquifers by using environmental tracers in
Montgomery and adjacent counties, Texas, 2008 and 2011: U.S.
Geological Survey Scientific Investigations Report 2013–5024, 50
p., http://pubs.usgs.gov/sir/2013/5024/
 Oden, T.D., and Delin, G.N., 2013, Groundwater recharge to the
Gulf Coast aquifer system in Montgomery and Adjacent Counties,
Texas: U.S. Geological Survey Fact Sheet 2013–3043, 6 p.,
http://pubs.usgs.gov/fs/2013/3043/.
Thanks!
Timothy Oden
toden@usgs.gov
303-236-1470

Contenu connexe

Tendances

Presentation MARSROM
Presentation MARSROMPresentation MARSROM
Presentation MARSROMChris Bouman
 
Human Impacts on Sediment in Faga'alu
Human Impacts on Sediment in Faga'aluHuman Impacts on Sediment in Faga'alu
Human Impacts on Sediment in Faga'alualexmessina
 
PosterPresentation_FSU_May13
PosterPresentation_FSU_May13PosterPresentation_FSU_May13
PosterPresentation_FSU_May13Trent Sherman
 
Modelling of a Coastal Aquifer using FEFLOW
Modelling of a Coastal Aquifer using FEFLOWModelling of a Coastal Aquifer using FEFLOW
Modelling of a Coastal Aquifer using FEFLOWC. P. Kumar
 
Groundwater Data Requirement and Analysis
Groundwater Data Requirement and AnalysisGroundwater Data Requirement and Analysis
Groundwater Data Requirement and AnalysisC. P. Kumar
 
Hydraulic Conductivity: How Many Measurements Do You Need?
Hydraulic Conductivity: How Many Measurements Do You Need?Hydraulic Conductivity: How Many Measurements Do You Need?
Hydraulic Conductivity: How Many Measurements Do You Need?METER Group, Inc. USA
 
DSD-INT 2015 - Application of delft3 d to lake Geneva - frederic soulignac
DSD-INT 2015 - Application of delft3 d to lake Geneva - frederic soulignacDSD-INT 2015 - Application of delft3 d to lake Geneva - frederic soulignac
DSD-INT 2015 - Application of delft3 d to lake Geneva - frederic soulignacDeltares
 
WATER QUALITY MODELING DR. YANTI
WATER QUALITY MODELING DR. YANTIWATER QUALITY MODELING DR. YANTI
WATER QUALITY MODELING DR. YANTIPebri Nurhayati
 
carothers_ewriPoster_whole_final.compressed
carothers_ewriPoster_whole_final.compressedcarothers_ewriPoster_whole_final.compressed
carothers_ewriPoster_whole_final.compressedRichard Carothers, EIT
 
Surface Water Hydrology
Surface Water HydrologySurface Water Hydrology
Surface Water HydrologyShaira Lucero
 
Soil Moisture 101: Need-to-know Basics
Soil Moisture 101: Need-to-know BasicsSoil Moisture 101: Need-to-know Basics
Soil Moisture 101: Need-to-know BasicsMETER Group, Inc. USA
 
Terrigenous sediment dynamics in a small, tropical, fringing-reef embayment
Terrigenous sediment dynamics in a small, tropical, fringing-reef embaymentTerrigenous sediment dynamics in a small, tropical, fringing-reef embayment
Terrigenous sediment dynamics in a small, tropical, fringing-reef embaymentalexmessina
 
5 Reasons You’re Getting Less Accurate Soil Moisture Release Curves
5 Reasons You’re Getting Less Accurate Soil Moisture Release Curves5 Reasons You’re Getting Less Accurate Soil Moisture Release Curves
5 Reasons You’re Getting Less Accurate Soil Moisture Release CurvesMETER Group, Inc. USA
 
Soil Moisture 202: Choosing the Right Water Potential Sensor
Soil Moisture 202: Choosing the Right Water Potential SensorSoil Moisture 202: Choosing the Right Water Potential Sensor
Soil Moisture 202: Choosing the Right Water Potential SensorMETER Group, Inc. USA
 

Tendances (20)

Presentation MARSROM
Presentation MARSROMPresentation MARSROM
Presentation MARSROM
 
Stream Buffers
Stream BuffersStream Buffers
Stream Buffers
 
C7_Reid_Nicole
C7_Reid_NicoleC7_Reid_Nicole
C7_Reid_Nicole
 
Human Impacts on Sediment in Faga'alu
Human Impacts on Sediment in Faga'aluHuman Impacts on Sediment in Faga'alu
Human Impacts on Sediment in Faga'alu
 
PosterPresentation_FSU_May13
PosterPresentation_FSU_May13PosterPresentation_FSU_May13
PosterPresentation_FSU_May13
 
Poster
PosterPoster
Poster
 
Modelling of a Coastal Aquifer using FEFLOW
Modelling of a Coastal Aquifer using FEFLOWModelling of a Coastal Aquifer using FEFLOW
Modelling of a Coastal Aquifer using FEFLOW
 
Groundwater Data Requirement and Analysis
Groundwater Data Requirement and AnalysisGroundwater Data Requirement and Analysis
Groundwater Data Requirement and Analysis
 
Hydraulic Conductivity: How Many Measurements Do You Need?
Hydraulic Conductivity: How Many Measurements Do You Need?Hydraulic Conductivity: How Many Measurements Do You Need?
Hydraulic Conductivity: How Many Measurements Do You Need?
 
DSD-INT 2015 - Application of delft3 d to lake Geneva - frederic soulignac
DSD-INT 2015 - Application of delft3 d to lake Geneva - frederic soulignacDSD-INT 2015 - Application of delft3 d to lake Geneva - frederic soulignac
DSD-INT 2015 - Application of delft3 d to lake Geneva - frederic soulignac
 
WATER QUALITY MODELING DR. YANTI
WATER QUALITY MODELING DR. YANTIWATER QUALITY MODELING DR. YANTI
WATER QUALITY MODELING DR. YANTI
 
carothers_ewriPoster_whole_final.compressed
carothers_ewriPoster_whole_final.compressedcarothers_ewriPoster_whole_final.compressed
carothers_ewriPoster_whole_final.compressed
 
Surface Water Hydrology
Surface Water HydrologySurface Water Hydrology
Surface Water Hydrology
 
Soil Moisture 101: Need-to-know Basics
Soil Moisture 101: Need-to-know BasicsSoil Moisture 101: Need-to-know Basics
Soil Moisture 101: Need-to-know Basics
 
Amarillo MLT_Hydrogeology 101_Ken Rainwater
Amarillo MLT_Hydrogeology 101_Ken RainwaterAmarillo MLT_Hydrogeology 101_Ken Rainwater
Amarillo MLT_Hydrogeology 101_Ken Rainwater
 
Terrigenous sediment dynamics in a small, tropical, fringing-reef embayment
Terrigenous sediment dynamics in a small, tropical, fringing-reef embaymentTerrigenous sediment dynamics in a small, tropical, fringing-reef embayment
Terrigenous sediment dynamics in a small, tropical, fringing-reef embayment
 
Beeville MLT_Groundwater 101_Marcus Gary
Beeville MLT_Groundwater 101_Marcus GaryBeeville MLT_Groundwater 101_Marcus Gary
Beeville MLT_Groundwater 101_Marcus Gary
 
5 Reasons You’re Getting Less Accurate Soil Moisture Release Curves
5 Reasons You’re Getting Less Accurate Soil Moisture Release Curves5 Reasons You’re Getting Less Accurate Soil Moisture Release Curves
5 Reasons You’re Getting Less Accurate Soil Moisture Release Curves
 
Best management practices verification
Best management practices verificationBest management practices verification
Best management practices verification
 
Soil Moisture 202: Choosing the Right Water Potential Sensor
Soil Moisture 202: Choosing the Right Water Potential SensorSoil Moisture 202: Choosing the Right Water Potential Sensor
Soil Moisture 202: Choosing the Right Water Potential Sensor
 

Similaire à Use of environmental tracers for estimating rates of groundwater recharge to the gulf coast aquifer system in montgomery county texas

Kamal Khdier PhD Thesis
Kamal Khdier PhD ThesisKamal Khdier PhD Thesis
Kamal Khdier PhD ThesisKamal Khdier
 
Groundwater Hydrology.pdf
Groundwater Hydrology.pdfGroundwater Hydrology.pdf
Groundwater Hydrology.pdftheelshane
 
Effect of Submergence on Flow Measurement in a 90 degree Weir
Effect of Submergence on Flow Measurement in a 90 degree WeirEffect of Submergence on Flow Measurement in a 90 degree Weir
Effect of Submergence on Flow Measurement in a 90 degree WeirSophia Zumot
 
radio isotope in ground water study
radio isotope in ground water studyradio isotope in ground water study
radio isotope in ground water studypreethi durairaj
 
Final Report NRM 495 FINAL
Final Report NRM 495 FINALFinal Report NRM 495 FINAL
Final Report NRM 495 FINALJared Sartini
 
IRJET- Parameters Affecting the Clogging of Recharge Wells in Different Soil ...
IRJET- Parameters Affecting the Clogging of Recharge Wells in Different Soil ...IRJET- Parameters Affecting the Clogging of Recharge Wells in Different Soil ...
IRJET- Parameters Affecting the Clogging of Recharge Wells in Different Soil ...IRJET Journal
 
Yvonne Wetzig_AGU Poster 2015
Yvonne Wetzig_AGU Poster 2015Yvonne Wetzig_AGU Poster 2015
Yvonne Wetzig_AGU Poster 2015Yvonne Wetzig
 
Irrigating Alfalfa: making the most of your water
Irrigating Alfalfa: making the most of your waterIrrigating Alfalfa: making the most of your water
Irrigating Alfalfa: making the most of your waterCaleb M Carter
 
Kieffer Huck 2008
Kieffer Huck 2008Kieffer Huck 2008
Kieffer Huck 2008dougkieffer
 
2015 SEG NSAP conference_Vp in near waterbottom_Copyright
2015 SEG NSAP conference_Vp in near waterbottom_Copyright2015 SEG NSAP conference_Vp in near waterbottom_Copyright
2015 SEG NSAP conference_Vp in near waterbottom_CopyrightAlan FOLEY
 
Discharge and Sediment Transport Modeling Buck Creek Proposal
Discharge and Sediment Transport Modeling Buck Creek ProposalDischarge and Sediment Transport Modeling Buck Creek Proposal
Discharge and Sediment Transport Modeling Buck Creek ProposalJames Blumenschein
 
Impacts of Hydrodynamic Disturbance on Sediment Resuspension, Phosphorus and ...
Impacts of Hydrodynamic Disturbance on Sediment Resuspension, Phosphorus and ...Impacts of Hydrodynamic Disturbance on Sediment Resuspension, Phosphorus and ...
Impacts of Hydrodynamic Disturbance on Sediment Resuspension, Phosphorus and ...Jian Huang
 
High-frequency monitoring of water fluxes hess-20-347-2016
High-frequency monitoring of water fluxes hess-20-347-2016High-frequency monitoring of water fluxes hess-20-347-2016
High-frequency monitoring of water fluxes hess-20-347-2016Meidan Winegram
 
Simulation of Solute Transport under Oscillating Groundwater Flow in Homogene...
Simulation of Solute Transport under Oscillating Groundwater Flow in Homogene...Simulation of Solute Transport under Oscillating Groundwater Flow in Homogene...
Simulation of Solute Transport under Oscillating Groundwater Flow in Homogene...Amro Elfeki
 

Similaire à Use of environmental tracers for estimating rates of groundwater recharge to the gulf coast aquifer system in montgomery county texas (20)

Kamal Khdier PhD Thesis
Kamal Khdier PhD ThesisKamal Khdier PhD Thesis
Kamal Khdier PhD Thesis
 
Groundwater Hydrology.pdf
Groundwater Hydrology.pdfGroundwater Hydrology.pdf
Groundwater Hydrology.pdf
 
final report
final reportfinal report
final report
 
Effect of Submergence on Flow Measurement in a 90 degree Weir
Effect of Submergence on Flow Measurement in a 90 degree WeirEffect of Submergence on Flow Measurement in a 90 degree Weir
Effect of Submergence on Flow Measurement in a 90 degree Weir
 
Weir Poster
Weir PosterWeir Poster
Weir Poster
 
radio isotope in ground water study
radio isotope in ground water studyradio isotope in ground water study
radio isotope in ground water study
 
Sample Chemistry Coursework 2015 (STPM)
 Sample Chemistry Coursework 2015 (STPM)  Sample Chemistry Coursework 2015 (STPM)
Sample Chemistry Coursework 2015 (STPM)
 
Final Report NRM 495 FINAL
Final Report NRM 495 FINALFinal Report NRM 495 FINAL
Final Report NRM 495 FINAL
 
IRJET- Parameters Affecting the Clogging of Recharge Wells in Different Soil ...
IRJET- Parameters Affecting the Clogging of Recharge Wells in Different Soil ...IRJET- Parameters Affecting the Clogging of Recharge Wells in Different Soil ...
IRJET- Parameters Affecting the Clogging of Recharge Wells in Different Soil ...
 
Yvonne Wetzig_AGU Poster 2015
Yvonne Wetzig_AGU Poster 2015Yvonne Wetzig_AGU Poster 2015
Yvonne Wetzig_AGU Poster 2015
 
Runoff estimation and water management for Holetta River, Awash subbasin, Eth...
Runoff estimation and water management for Holetta River, Awash subbasin, Eth...Runoff estimation and water management for Holetta River, Awash subbasin, Eth...
Runoff estimation and water management for Holetta River, Awash subbasin, Eth...
 
Irrigating Alfalfa: making the most of your water
Irrigating Alfalfa: making the most of your waterIrrigating Alfalfa: making the most of your water
Irrigating Alfalfa: making the most of your water
 
Kieffer Huck 2008
Kieffer Huck 2008Kieffer Huck 2008
Kieffer Huck 2008
 
Ragab R 1 - UEI Day 1 - Kochi Jan18
Ragab R 1 - UEI Day 1 - Kochi Jan18Ragab R 1 - UEI Day 1 - Kochi Jan18
Ragab R 1 - UEI Day 1 - Kochi Jan18
 
Chapter 5 Fetter Ground water flow to wells
Chapter 5 Fetter Ground water flow to wellsChapter 5 Fetter Ground water flow to wells
Chapter 5 Fetter Ground water flow to wells
 
2015 SEG NSAP conference_Vp in near waterbottom_Copyright
2015 SEG NSAP conference_Vp in near waterbottom_Copyright2015 SEG NSAP conference_Vp in near waterbottom_Copyright
2015 SEG NSAP conference_Vp in near waterbottom_Copyright
 
Discharge and Sediment Transport Modeling Buck Creek Proposal
Discharge and Sediment Transport Modeling Buck Creek ProposalDischarge and Sediment Transport Modeling Buck Creek Proposal
Discharge and Sediment Transport Modeling Buck Creek Proposal
 
Impacts of Hydrodynamic Disturbance on Sediment Resuspension, Phosphorus and ...
Impacts of Hydrodynamic Disturbance on Sediment Resuspension, Phosphorus and ...Impacts of Hydrodynamic Disturbance on Sediment Resuspension, Phosphorus and ...
Impacts of Hydrodynamic Disturbance on Sediment Resuspension, Phosphorus and ...
 
High-frequency monitoring of water fluxes hess-20-347-2016
High-frequency monitoring of water fluxes hess-20-347-2016High-frequency monitoring of water fluxes hess-20-347-2016
High-frequency monitoring of water fluxes hess-20-347-2016
 
Simulation of Solute Transport under Oscillating Groundwater Flow in Homogene...
Simulation of Solute Transport under Oscillating Groundwater Flow in Homogene...Simulation of Solute Transport under Oscillating Groundwater Flow in Homogene...
Simulation of Solute Transport under Oscillating Groundwater Flow in Homogene...
 

Plus de The Texas Network, LLC

WHCRWA MUD directors' outreach workshop June 8, 2017
WHCRWA MUD directors' outreach workshop June 8, 2017WHCRWA MUD directors' outreach workshop June 8, 2017
WHCRWA MUD directors' outreach workshop June 8, 2017The Texas Network, LLC
 
TWCA Webinar - New “Waters of the United States” Rule
TWCA Webinar - New “Waters of the United States” RuleTWCA Webinar - New “Waters of the United States” Rule
TWCA Webinar - New “Waters of the United States” RuleThe Texas Network, LLC
 
Pass the Salt: Desalination Brine Disposal Challenges
Pass the Salt: Desalination Brine Disposal ChallengesPass the Salt: Desalination Brine Disposal Challenges
Pass the Salt: Desalination Brine Disposal ChallengesThe Texas Network, LLC
 
Methods to promote freshwater inflow to East Matagorda Bay
Methods to promote freshwater inflow to East Matagorda BayMethods to promote freshwater inflow to East Matagorda Bay
Methods to promote freshwater inflow to East Matagorda BayThe Texas Network, LLC
 
The Economic Power of Water - GE’s Focus on Reuse
The Economic Power of Water - GE’s Focus on ReuseThe Economic Power of Water - GE’s Focus on Reuse
The Economic Power of Water - GE’s Focus on ReuseThe Texas Network, LLC
 
Texas Drought Over? (But then again…)
Texas Drought Over?  (But then again…)Texas Drought Over?  (But then again…)
Texas Drought Over? (But then again…)The Texas Network, LLC
 
Evaluating the Relative Cost of Service from Publicly Funded vs. Privately Fi...
Evaluating the Relative Cost of Service from Publicly Funded vs. Privately Fi...Evaluating the Relative Cost of Service from Publicly Funded vs. Privately Fi...
Evaluating the Relative Cost of Service from Publicly Funded vs. Privately Fi...The Texas Network, LLC
 
SURFACE WATER ISSUES IN THE GMA 7 JPINT PLANNING PROCESS
SURFACE WATER ISSUES IN THE GMA 7 JPINT PLANNING PROCESSSURFACE WATER ISSUES IN THE GMA 7 JPINT PLANNING PROCESS
SURFACE WATER ISSUES IN THE GMA 7 JPINT PLANNING PROCESSThe Texas Network, LLC
 
RESPONDING TO A WATER SUPPLY CONTAMINATION EVENT
RESPONDING TO A WATER SUPPLY CONTAMINATION EVENT RESPONDING TO A WATER SUPPLY CONTAMINATION EVENT
RESPONDING TO A WATER SUPPLY CONTAMINATION EVENT The Texas Network, LLC
 
U.S. Army Corps of Engineers Infrastructure Strategies in Texas
U.S. Army Corps of Engineers Infrastructure Strategies in TexasU.S. Army Corps of Engineers Infrastructure Strategies in Texas
U.S. Army Corps of Engineers Infrastructure Strategies in TexasThe Texas Network, LLC
 
Individual liability for Water Authority Board Members
Individual liability for Water Authority Board MembersIndividual liability for Water Authority Board Members
Individual liability for Water Authority Board MembersThe Texas Network, LLC
 
The Future is Now: The Rapidly Evolving Landscape of ASR in Texas
The Future is Now: The Rapidly Evolving Landscape of ASR in TexasThe Future is Now: The Rapidly Evolving Landscape of ASR in Texas
The Future is Now: The Rapidly Evolving Landscape of ASR in TexasThe Texas Network, LLC
 
Pecos/Devils River Watershed Projects Part II
Pecos/Devils River Watershed Projects Part IIPecos/Devils River Watershed Projects Part II
Pecos/Devils River Watershed Projects Part IIThe Texas Network, LLC
 

Plus de The Texas Network, LLC (20)

WHCRWA MUD directors' outreach workshop June 8, 2017
WHCRWA MUD directors' outreach workshop June 8, 2017WHCRWA MUD directors' outreach workshop June 8, 2017
WHCRWA MUD directors' outreach workshop June 8, 2017
 
WHCRWA APWA Presentation on CIP
WHCRWA APWA Presentation on CIPWHCRWA APWA Presentation on CIP
WHCRWA APWA Presentation on CIP
 
WHCRWA Town Hall and Open House 2015
WHCRWA Town Hall and Open House 2015WHCRWA Town Hall and Open House 2015
WHCRWA Town Hall and Open House 2015
 
TWCA Webinar - New “Waters of the United States” Rule
TWCA Webinar - New “Waters of the United States” RuleTWCA Webinar - New “Waters of the United States” Rule
TWCA Webinar - New “Waters of the United States” Rule
 
Pass the Salt: Desalination Brine Disposal Challenges
Pass the Salt: Desalination Brine Disposal ChallengesPass the Salt: Desalination Brine Disposal Challenges
Pass the Salt: Desalination Brine Disposal Challenges
 
Texas Water Development Board Update
Texas Water Development Board UpdateTexas Water Development Board Update
Texas Water Development Board Update
 
Professional Ethics
Professional EthicsProfessional Ethics
Professional Ethics
 
Groundwater Management GMA/GCD Panel
Groundwater Management GMA/GCD PanelGroundwater Management GMA/GCD Panel
Groundwater Management GMA/GCD Panel
 
Methods to promote freshwater inflow to East Matagorda Bay
Methods to promote freshwater inflow to East Matagorda BayMethods to promote freshwater inflow to East Matagorda Bay
Methods to promote freshwater inflow to East Matagorda Bay
 
The Economic Power of Water - GE’s Focus on Reuse
The Economic Power of Water - GE’s Focus on ReuseThe Economic Power of Water - GE’s Focus on Reuse
The Economic Power of Water - GE’s Focus on Reuse
 
Texas Drought Over? (But then again…)
Texas Drought Over?  (But then again…)Texas Drought Over?  (But then again…)
Texas Drought Over? (But then again…)
 
Evaluating the Relative Cost of Service from Publicly Funded vs. Privately Fi...
Evaluating the Relative Cost of Service from Publicly Funded vs. Privately Fi...Evaluating the Relative Cost of Service from Publicly Funded vs. Privately Fi...
Evaluating the Relative Cost of Service from Publicly Funded vs. Privately Fi...
 
SURFACE WATER ISSUES IN THE GMA 7 JPINT PLANNING PROCESS
SURFACE WATER ISSUES IN THE GMA 7 JPINT PLANNING PROCESSSURFACE WATER ISSUES IN THE GMA 7 JPINT PLANNING PROCESS
SURFACE WATER ISSUES IN THE GMA 7 JPINT PLANNING PROCESS
 
RESPONDING TO A WATER SUPPLY CONTAMINATION EVENT
RESPONDING TO A WATER SUPPLY CONTAMINATION EVENT RESPONDING TO A WATER SUPPLY CONTAMINATION EVENT
RESPONDING TO A WATER SUPPLY CONTAMINATION EVENT
 
TWCA Speech – Rep. James Frank
TWCA Speech – Rep. James FrankTWCA Speech – Rep. James Frank
TWCA Speech – Rep. James Frank
 
U.S. Army Corps of Engineers Infrastructure Strategies in Texas
U.S. Army Corps of Engineers Infrastructure Strategies in TexasU.S. Army Corps of Engineers Infrastructure Strategies in Texas
U.S. Army Corps of Engineers Infrastructure Strategies in Texas
 
Individual liability for Water Authority Board Members
Individual liability for Water Authority Board MembersIndividual liability for Water Authority Board Members
Individual liability for Water Authority Board Members
 
From Projectile to Pump Station
From Projectile to Pump StationFrom Projectile to Pump Station
From Projectile to Pump Station
 
The Future is Now: The Rapidly Evolving Landscape of ASR in Texas
The Future is Now: The Rapidly Evolving Landscape of ASR in TexasThe Future is Now: The Rapidly Evolving Landscape of ASR in Texas
The Future is Now: The Rapidly Evolving Landscape of ASR in Texas
 
Pecos/Devils River Watershed Projects Part II
Pecos/Devils River Watershed Projects Part IIPecos/Devils River Watershed Projects Part II
Pecos/Devils River Watershed Projects Part II
 

Use of environmental tracers for estimating rates of groundwater recharge to the gulf coast aquifer system in montgomery county texas

  • 1. U.S. Department of the Interior U.S. Geological Survey Use of Environmental Tracers for Estimating Rates of Groundwater Recharge to the Gulf Coast Aquifer System in Montgomery County, Texas by Timothy D. Oden Prepared in Cooperation with Lone Star Groundwater Conservation District Texas Water Conservation Association 70TH Annual Convention The Woodlands, Texas March 6, 2014
  • 2. Groundwater Recharge is Not Easily Measured  Recharge is not easily measured, often is estimated from other methods  Coupled recharge determinant methods would be helpful  age-dating (this study)  water-table fluctuation  chloride tracer method (saturated or unsaturated zone)  Streamflow-hydrograph separation
  • 3. What is Groundwater Recharge...  ...generally, the replenishment of water to a groundwater flow system  ...is an integral part of the hydrologic cycle that may have started as precipitation  ...precipitation that first infiltrates the exposed sediments at land surface, moves downward through the sediments until it reaches the water table, at which point it is part of the groundwater flow system of the Gulf Coast Aquifer
  • 4. Recharge and the Hydrologic Cycle
  • 5. What is NOT Groundwater Recharge...  ...equivalent to infiltration most water that infiltrates at land surface is returned to the atmosphere  ...equated with percolation percolation is the movement of water through the unsaturated zone  ...to be confused with aquifer yield this is the amount an aquifer can yield to pumping  ...the same as sustainable yield recharge can be less than sustainable yield
  • 6. Environmental Tracers in this Study  Modern (1940s to present)  Chlorofluorocarbons (CFCs)  Sulfur hexafluoride (SF6)  Tritium (3H)  Helium/ Tritium (3He/3H)  Intermediate (100-1000 years)  Helium-4 (4He)?, maybe  Paleowaters (1,000 to 40,000 years)  Carbon-14 (14C)  Not dating the water, but a substance IN the water
  • 7. The Model – Piston Flow  Piston flow is the simplest transport assumption in groundwater age dating  Assumes no mixing or dispersion has altered the concentration after entering the system  Most likely, an oversimplification  effects of mixing and dispersion beyond the scope of this study
  • 8. Variables needed for Recharge Rate Estimation  The known or to be to determined:  H, aquifer thickness  z, depth in the aquifer  x, width of aquifer outcrop  xo, distance from well to beginning of flow path  e, porosity
  • 9. Idealized flow in simple aquifer type Modified from Cook and Herczeg, 2000 Piston flow – Lines of equal age Recharge x H z xo e of the aquifer
  • 10. Study Design  2008  37 wells, collected CFC, SF6, 3He/3H, 3H, 4He, and dissolved gas data  Chicot – 17 wells  Evangeline – 13 wells  Jasper – 7 wells  2011  24 wells, collected 14C, major ions, 4He and dissolved gas data (select wells)  Chicot – 7 wells  Evangeline - 8  Jasper – 9
  • 11. Chicot Recharge Estimates  Based on 14 wells –  Not all wells sampled in the Chicot Aquifer for this study were usable for recharge determination  Ranged from 0.2 to 7.2 inches per year  About 0.4 to 14.6 percent of normal annual precipitation* *normal annual precipitation from 1971-2000, COOP Weather Station 411956, Conroe, Texas
  • 13. Evangeline Recharge Estimates  Based on 9 wells –  Not all wells sampled in the Evangeline Aquifer for this study were usable for recharge determination  Ranged from less than 0.1 to 2.8 inches per year  About 0.2 to 5.67 percent of normal annual precipitation
  • 15. Jasper Recharge Rates  Based on 10 wells –  Not all wells sampled in the Jasper Aquifer for this study were usable for recharge determination  Ranged from less than 0.1 to 0.5 inches per year  About 0.2 to 1.01 percent of normal annual precipitation
  • 17. Uncertainty – Unconfined System modifying each variable, the rate changes – blue and black circles, values from the report apparent gw age gw age, +10 percent gw age, -10 percent 20 percent, porosity 25 percent, porosity 30 percent, porosity aquifer thickness, +50 ft aquifer thickness, -50 ft Chicot Evangeline Jasper
  • 18. Uncertainty – Confined System blue and black circles, values from the report apparent gw age gw age, +10 percent gw age, -10 percent 20 percent, porosity 25 percent, porosity 30 percent, porosity aquifer thickness, +50 ft aquifer thickness, -50 ft modifying each variable, the rate changes – JasperEvangeline
  • 19. Limitations of this study 1) Highly variable hydrogeology on a regional scale 2) Piston flow is likely oversimplification 3) Porosity, used were previously determined 4) Possibility of mixing within system not considered 5) The rates are point (site) specific 6) Interpretation of the environmental tracer data can be complicated along the flow path
  • 20. Publications  Oden, T.D., 2011, Groundwater environmental tracer data collected from the Chicot, Evangeline, and Jasper aquifers in Montgomery County and adjacent counties, Texas, 2008: U.S. Geological Survey Data Series 580, 37 p., http://pubs.usgs.gov/ds/580/  Oden, T.D. and Truini, Margot, 2013, (revised May 31, 2013) Estimated rates of groundwater recharge to the Chicot, Evangeline and Jasper aquifers by using environmental tracers in Montgomery and adjacent counties, Texas, 2008 and 2011: U.S. Geological Survey Scientific Investigations Report 2013–5024, 50 p., http://pubs.usgs.gov/sir/2013/5024/  Oden, T.D., and Delin, G.N., 2013, Groundwater recharge to the Gulf Coast aquifer system in Montgomery and Adjacent Counties, Texas: U.S. Geological Survey Fact Sheet 2013–3043, 6 p., http://pubs.usgs.gov/fs/2013/3043/.