February 2022 TAGD Business Meeting
Study Results: Delineating Injection Well Buffer Zones in Brackish Aquifers
Juan Acevedo, BRACS Hydrologist, TWDB Jack Sharp, Professor Emeritus in Geology, UT- Austin
This document summarizes a study on brackish groundwater comingling in Texas aquifers. It reviewed applicable statutes finding no clear definition of comingling. Factors like water quality stratification, hydraulic gradients, and well construction can enable comingling. Assessments of the Gulf Coast, Eagle Ford Region, and Trans Pecos aquifers found potential for comingling due to multi-aquifer wells and water quality variability. Case studies provided evidence of comingling. A statewide ranking identified 10 high-risk aquifers based on cross-formation completions. Future policy guidance on assessing comingling potential in brackish settings was recommended.
The document summarizes work to model the highly modified flow network of the Guadalupe River Delta through field data collection and hydrodynamic modeling. Key points:
1) Field work was conducted to collect bathymetry data and map the complex channel network altered by diversions and restrictions using lidar and channel extraction tools.
2) A high-resolution hydrodynamic model called Frehd will be used to understand current conditions and inform management, representing features as boundary conditions on a 10m grid coarsened from lidar.
3) Sensors have been installed throughout the system to monitor inputs, outputs, and junctions to verify the Frehd model, which will focus on recovering this field-collected data.
The document summarizes the Texas Water Development Board's (TWDB) Brackish Resources Aquifer Characterization System (BRACS) program. BRACS aims to characterize brackish groundwater resources in Texas through detailed data collection and analysis. The program builds databases of well and hydrogeological data, maps aquifer properties like extent and water quality, and calculates estimated brackish groundwater volumes. Completed BRACS studies provide datasets, reports, and other resources to support brackish groundwater management and desalination projects.
A field study assessing the impact of on site valerie mc-carthy_slideshareValerie McCarthy
A field study assessing the impact of on-site wastewater treatment systems on surface water quality in a Co. Monaghan catchment at the INTERNATIONAL SYMPOSIUM ON DOMESTIC WASTEWATER TREATMENT & DISPOSAL SYSTEMS TRINITY COLLEGE, DUBLIN, IRELAND Monday 10th & Tuesday 11th September, 2012
February 2022 TAGD Business Meeting
Texas Water Development Board Updates
Natalie Ballew, Groundwater Technical Assistance Manager Heather Dodson, Groundwater Data Team Lead
This document discusses planning for the South Delta Improvement Program (SDIP) in California. SDIP aims to reduce juvenile salmon movement into the south Delta and maintain water supplies and quality for agriculture. However, the program has faced many challenges over its history from 1982 to present due to changing environmental regulations, endangered species protections, and scientific understanding. Ongoing modeling, design modifications, and interim actions aim to balance water delivery and environmental goals in this complex system.
DSD-INT 2015 - The future of computer modeling of coastal wetland, estuarine,...Deltares
The document summarizes a modeling project to simulate coastal wetland, estuarine, and riverine systems in Louisiana. It involved a team effort between multiple organizations. The goal was to develop a validated model to simulate morphological processes during new delta and wetland creation, as well as nutrient effects on vegetation and primary producers. The modeling approach coupled hydrodynamic, morphodynamic, and nutrient dynamic modules. Nine production runs were planned using different scenarios of sediment diversion operations and environmental conditions over 50 years. Model calibration and validation showed good performance in simulating river hydrology and morphology change. The scenarios suggested that operating multiple sediment diversions could significantly build land compared to no diversions.
The document summarizes LCRA's plans to expand water supplies in central Texas to meet growing demands through 2070. It discusses developing groundwater resources, building the Lane City Reservoir downstream on the Colorado River, and other projects. The 40,000 acre-foot Lane City Reservoir would capture additional runoff and increase system efficiency, with an annual firm yield of 90,000 acre-feet. It requires various permits and has engineering controls like cutoff walls. LCRA is also building the smaller Prairie Conservation Reservoir to enhance irrigation operations in the Lakeside Division.
This document summarizes a study on brackish groundwater comingling in Texas aquifers. It reviewed applicable statutes finding no clear definition of comingling. Factors like water quality stratification, hydraulic gradients, and well construction can enable comingling. Assessments of the Gulf Coast, Eagle Ford Region, and Trans Pecos aquifers found potential for comingling due to multi-aquifer wells and water quality variability. Case studies provided evidence of comingling. A statewide ranking identified 10 high-risk aquifers based on cross-formation completions. Future policy guidance on assessing comingling potential in brackish settings was recommended.
The document summarizes work to model the highly modified flow network of the Guadalupe River Delta through field data collection and hydrodynamic modeling. Key points:
1) Field work was conducted to collect bathymetry data and map the complex channel network altered by diversions and restrictions using lidar and channel extraction tools.
2) A high-resolution hydrodynamic model called Frehd will be used to understand current conditions and inform management, representing features as boundary conditions on a 10m grid coarsened from lidar.
3) Sensors have been installed throughout the system to monitor inputs, outputs, and junctions to verify the Frehd model, which will focus on recovering this field-collected data.
The document summarizes the Texas Water Development Board's (TWDB) Brackish Resources Aquifer Characterization System (BRACS) program. BRACS aims to characterize brackish groundwater resources in Texas through detailed data collection and analysis. The program builds databases of well and hydrogeological data, maps aquifer properties like extent and water quality, and calculates estimated brackish groundwater volumes. Completed BRACS studies provide datasets, reports, and other resources to support brackish groundwater management and desalination projects.
A field study assessing the impact of on site valerie mc-carthy_slideshareValerie McCarthy
A field study assessing the impact of on-site wastewater treatment systems on surface water quality in a Co. Monaghan catchment at the INTERNATIONAL SYMPOSIUM ON DOMESTIC WASTEWATER TREATMENT & DISPOSAL SYSTEMS TRINITY COLLEGE, DUBLIN, IRELAND Monday 10th & Tuesday 11th September, 2012
February 2022 TAGD Business Meeting
Texas Water Development Board Updates
Natalie Ballew, Groundwater Technical Assistance Manager Heather Dodson, Groundwater Data Team Lead
This document discusses planning for the South Delta Improvement Program (SDIP) in California. SDIP aims to reduce juvenile salmon movement into the south Delta and maintain water supplies and quality for agriculture. However, the program has faced many challenges over its history from 1982 to present due to changing environmental regulations, endangered species protections, and scientific understanding. Ongoing modeling, design modifications, and interim actions aim to balance water delivery and environmental goals in this complex system.
DSD-INT 2015 - The future of computer modeling of coastal wetland, estuarine,...Deltares
The document summarizes a modeling project to simulate coastal wetland, estuarine, and riverine systems in Louisiana. It involved a team effort between multiple organizations. The goal was to develop a validated model to simulate morphological processes during new delta and wetland creation, as well as nutrient effects on vegetation and primary producers. The modeling approach coupled hydrodynamic, morphodynamic, and nutrient dynamic modules. Nine production runs were planned using different scenarios of sediment diversion operations and environmental conditions over 50 years. Model calibration and validation showed good performance in simulating river hydrology and morphology change. The scenarios suggested that operating multiple sediment diversions could significantly build land compared to no diversions.
The document summarizes LCRA's plans to expand water supplies in central Texas to meet growing demands through 2070. It discusses developing groundwater resources, building the Lane City Reservoir downstream on the Colorado River, and other projects. The 40,000 acre-foot Lane City Reservoir would capture additional runoff and increase system efficiency, with an annual firm yield of 90,000 acre-feet. It requires various permits and has engineering controls like cutoff walls. LCRA is also building the smaller Prairie Conservation Reservoir to enhance irrigation operations in the Lakeside Division.
Preliminary Technical Evaluation of Three Reports by U.S. Environmental Prote...LPE Learning Center
http://www.extension.org/72802 The Yakima Valley is a large agricultural area where there are multiple potential sources of nitrate in groundwater. Potential sources are intermingled, i.e., homes with septic systems are on the same properties as the dairies or adjacent to farms and/or dairies. In 2012, Region 10 of the US Environmental Protection Agency undertook a study to source track and identify nitrogen sources in the Yakima River Basin as part of an enforcement effort focusing on dairies. EPA position was that the targeted dairies did not properly apply nutrients to land application fields at agronomic rates, resulting in groundwater contamination. The study area is underlain by 3 aquifers, a shallow perched aquifer likely related to irrigation return flows, an alluvial aquifer and an underlying basalt aquifer. The three aquifers are hydrologically connected either through natural pathways or through wells completed into more than one aquifer. Because none of the potential sources are isolated, source tracking requires an in-depth knowledge of aquifer properties such as aquifer thickness, groundwater flow direction, hydraulic conductivity, and vertical leakance in addition to understanding localized effects of ditches, drains and production wells on groundwater flow. EPA focused on groundwater chemistry, assuming that indicators such as pesticides and other trace organic compounds would tie the groundwater nitrate to a specific source. EPA’s study failed to yield clear indicators pointing to specific sources and did not collect hydrologic data for its 2012 report to gain a detailed understanding of aquifer properties. This presentation will address how to accurately characterize the hydrogeology below dairy production areas and land application fields, and how to proactively manage nutrients to protect dairies from unsubstantiated enforcement actions.
This study uses remote sensing techniques like aerial imagery and LiDAR data to monitor bank erosion along the San Joaquin River in California between 1998 and 2015. The goals are to develop a more efficient and cost-effective system for long-term erosion monitoring to protect infrastructure from erosion risks. Banklines are delineated from aerial images from 1998, 2008, and 2015 and compared to identify areas of channel migration. LiDAR elevation data from 2008 and 2015 are also subtracted to quantify erosion and deposition volumes at specific sites like Ledger Island. The results show good agreement between the bankline delineations and LiDAR data in identifying erosion locations to inform future monitoring and erosion risk management.
The Impact of Marcellus Gas Drilling on Rural Drinking Water SuppliesMarcellus Drilling News
A multi-year study by the bipartisan Center for Rural Pennsylvania on the effects of Marcellus Shale gas drilling on rural water supplies. The study concludes that fracking does not lead to chemical contamination of water supplies, and likely does not affect methane migration into water supplies (although the authors recommend more study of the methane migration issue).
Groundwater Data Requirement and AnalysisC. P. Kumar
The document discusses groundwater data requirements, acquisition, processing, and analysis. It outlines the types of physical and hydrological data needed for groundwater studies, including maps, cross-sections, and time-series data on water levels, quality, pumping, and other factors. Key points covered include establishing monitoring networks, validating data, preparing hydrographs, water table maps, and other tools to characterize the groundwater system and identify issues like contamination or over-pumping. Statistical methods for interpolating hydrological variables from point data across regions are also summarized.
Operation of SAWS New Groundwater Desal Plant - Richard DonatTWCA
The document discusses the SAWS Brackish Groundwater Desalination Project. It outlines the water supply challenges facing San Antonio that led SAWS to pursue brackish groundwater desalination. The Phase I project involves drilling 12 production wells to draw brackish water from the Lower Wilcox Formation and treating the water through reverse osmosis to produce 12 MGD of drinking water. The document discusses various challenges faced in planning, designing, constructing, and operating the desalination facility.
The NOP Public Scoping Meeting provided information about an upcoming Master Plan Program Environmental Impact Report (PEIR) and Climate Action Plan (CAP) being prepared by the San Diego County Water Authority. Attendees were asked to provide comments to help scope the PEIR's analysis of near-term infrastructure options and long-range supply options, as well as the CAP. Comments could be provided orally at the meeting or submitted in writing by May 15. The PEIR and CAP are targeted for certification and approval in February 2014.
This document summarizes a workshop on improving freshwater monitoring frameworks in northwest India. It discusses current groundwater quality monitoring efforts and gaps. Key issues include increased pollution levels, falling water levels, and a lack of comprehensive and high-resolution spatial monitoring of parameters like heavy metals. The document outlines the need to better understand recharge processes, water quality impacts, and the properties of groundwater systems through improved monitoring protocols. Case studies from the region are proposed to help address questions around these issues and make recommendations to improve water resource management.
This document discusses using the MODFLOW groundwater model to evaluate the impact of artificial groundwater recharge in Abbid Sarbishe, Iran. A conceptual model of the study area was developed using hydrogeological data and discretized into a grid for use in MODFLOW. The model was calibrated and validated before using it to simulate different levels of artificial recharge. The results show that recharge has the greatest impact on piezometers closest to the recharge site, with water levels rising up to 2.25 meters. Western parts of the recharge site had a larger impact due to thinner unsaturated zones in the aquifer in that area.
This document summarizes a presentation on advancements in irrigation technology and their impact on water management. It provides background on the presenter and his research team. It then discusses various irrigation technologies including center pivots, mobile drip irrigation, variable rate irrigation, and soil water sensors. It highlights the benefits of these technologies but also challenges in their use. The presentation aims to improve irrigation and nitrogen use efficiency through better measurement and application of water and nutrients.
A presentation about implementing ecosystem restoration projects. Presented by Martha Craig Rheinhardt, Coastal Restoration Project Manager with the Cape Cod Conservation District, during the Buzzards Bay Coalition's 2012 Decision Makers Workshop series. Learn more at www.savebuzzardsbay.org/DecisionMakers
The Susquehanna River Basin Commission (SRBC) launched a state-of-the-art Remote Water Quality Monitoring Network in 2010 to track water quality throughout the SRBC region. Of concern is whether or not Marcellus drilling in the Susquehanna River Basin has affected water quality. The SRBC has issued this second, comprehensive report on their findings thus far. The SRBC has found that Marcellus Shale drilling is not/has not adversely affected water quality anywhere in the region.
DSD-INT 2015 - Assessment using delft3 d of the impact of canal del dique - j...Deltares
The document discusses a coastal impact assessment of the Canal del Dique system in Colombia using the Delft3D modeling software. It summarizes key problems affecting the canal and coastal zone, including sedimentation, degradation of wetlands, and negative impacts on marine ecosystems from freshwater and sediment inflow. The study aims to assess potential environmental impacts of restoration measures in the canal and coastal zone. It details the model setup, calibration using measured tide, hydrodynamic and water quality data, and presents preliminary impact assessment results comparing sediment concentration, salinity and temperature under different alternatives.
This document summarizes a study characterizing groundwater flow in fractured granitic rock formations. Researchers drilled 9 boreholes and used various tools to identify and characterize fractures. They found that while hundreds of fractures were detected in each borehole, only a few were highly conductive. These transmissive fractures tended to occur within two subhorizontal zones of lower resistivity and increased borehole diameter. By integrating results, researchers developed a conceptual model of the site as two confined fractured zones within an impermeable rock matrix. An automated data acquisition system was also developed and proven reliable for long-term monitoring during hydrologic tests.
The document provides information about the Groundwater Replenishment System (GWRS) operated by the Orange County Water District. It discusses GWRS's advanced water purification process using microfiltration, reverse osmosis, ultraviolet light, and hydrogen peroxide to treat wastewater. The process produces water that meets all drinking water standards and is used for groundwater replenishment and as a seawater intrusion barrier. Research at OCWD focuses on optimizing the GWRS treatment process and characterizing the microbial communities at each treatment stage using next generation sequencing.
Data Requirements for Groundwater ModellingC. P. Kumar
Groundwater modeling requires data on the physical and hydrological framework of the aquifer. The physical framework data defines the aquifer geometry and properties, including topography, geology, aquifer thickness and boundaries. The hydrological framework data describes the flow in and out of the aquifer, such as water table elevations, recharge and discharge rates and areas. Collecting these types of data from existing sources and monitoring programs is the first step of any groundwater modeling study.
The USGS Powell Center is conducting a study analyzing water quality data from areas experiencing unconventional oil and gas development involving hydraulic fracturing. Over 750,000 water quality samples from 110,000 surface and groundwater sites are being analyzed to describe baseline water quality, identify changes over time where sufficient data exists, and determine gaps in spatial and temporal data coverage. The goals are to better understand the impacts of energy production on water resources and inform future monitoring and research needs.
Assessment of reservoir sedimentation by remote sensingAnjani Kumari
This document discusses using remote sensing to assess sedimentation in reservoirs. It describes how conventional hydrographic surveys are costly and tedious, while remote sensing techniques offer a modern alternative. Satellite remote sensing can be used to estimate storage capacity loss in reservoirs due to sedimentation. The methodology involves preprocessing satellite data, identifying water pixels, and computing reservoir capacity. Water pixels are identified using a modified normalized difference water index method. Capacity between elevations is then computed using a prismoidal formula and water spread areas at corresponding elevations.
High resolution hydraulic head profiles from multilevel monitoring systems can be used to delineate hydrogeologic units (HGUs) in fractured sedimentary rock. Sharp changes in head, or inflections, may indicate boundaries between HGUs or low permeability aquitards. Inflections do not always correlate with lithology and may represent discontinuities between fracture networks of adjacent rock units. Analyzing repeat head profiles from 9 wells revealed 13 potential HGUs based on patterns of vertical head gradients. The profiles provide critical evidence for conceptualizing flow patterns in layered fractured bedrock aquifer systems.
Water Quality Modeling for Groundwater, Surface Water, and Watersheds: Basic ...Nebraska Water Center
The document discusses water quality modeling for groundwater, surface water, and watersheds. It provides an overview of modeling contaminant transport, including examples of modeling projects related to salinity, selenium, and nitrogen fate and transport. Specifically, it summarizes modeling of selenium contamination in the Arkansas River Valley aquifer system using RT3D and OTIS models to simulate nitrogen and selenium transport and evaluate mitigation strategies.
IPWEA Groundwater Separation Distances - Jun 17 - UrbAquaRichard Connell
Draft IPWEA Specification - Separation Distances for Groundwater Controlled Urban Development. Presented by Helen Brookes from UrbAqua at Engineers Australia WA - June 2017
This document outlines groundwater management strategies for municipal officials. It notes that while the region receives abundant precipitation, local overuse and water quality problems are still possible if left unmanaged. It then describes a model groundwater protection ordinance that has been adopted by several Dutchess County towns. The ordinance establishes development standards and best practices to safeguard both groundwater quantity and quality. These include regulating certain land uses, prohibiting new underground fuel tanks, guidance for cluster subdivisions, and more rigorous pumping test requirements. The model aims to preserve aquifer and stream flows while also addressing issues like pharmaceutical contamination and climate change impacts. Towns can adopt this law or planning boards can apply its guidance under the State Environmental Quality Review Act.
Preliminary Technical Evaluation of Three Reports by U.S. Environmental Prote...LPE Learning Center
http://www.extension.org/72802 The Yakima Valley is a large agricultural area where there are multiple potential sources of nitrate in groundwater. Potential sources are intermingled, i.e., homes with septic systems are on the same properties as the dairies or adjacent to farms and/or dairies. In 2012, Region 10 of the US Environmental Protection Agency undertook a study to source track and identify nitrogen sources in the Yakima River Basin as part of an enforcement effort focusing on dairies. EPA position was that the targeted dairies did not properly apply nutrients to land application fields at agronomic rates, resulting in groundwater contamination. The study area is underlain by 3 aquifers, a shallow perched aquifer likely related to irrigation return flows, an alluvial aquifer and an underlying basalt aquifer. The three aquifers are hydrologically connected either through natural pathways or through wells completed into more than one aquifer. Because none of the potential sources are isolated, source tracking requires an in-depth knowledge of aquifer properties such as aquifer thickness, groundwater flow direction, hydraulic conductivity, and vertical leakance in addition to understanding localized effects of ditches, drains and production wells on groundwater flow. EPA focused on groundwater chemistry, assuming that indicators such as pesticides and other trace organic compounds would tie the groundwater nitrate to a specific source. EPA’s study failed to yield clear indicators pointing to specific sources and did not collect hydrologic data for its 2012 report to gain a detailed understanding of aquifer properties. This presentation will address how to accurately characterize the hydrogeology below dairy production areas and land application fields, and how to proactively manage nutrients to protect dairies from unsubstantiated enforcement actions.
This study uses remote sensing techniques like aerial imagery and LiDAR data to monitor bank erosion along the San Joaquin River in California between 1998 and 2015. The goals are to develop a more efficient and cost-effective system for long-term erosion monitoring to protect infrastructure from erosion risks. Banklines are delineated from aerial images from 1998, 2008, and 2015 and compared to identify areas of channel migration. LiDAR elevation data from 2008 and 2015 are also subtracted to quantify erosion and deposition volumes at specific sites like Ledger Island. The results show good agreement between the bankline delineations and LiDAR data in identifying erosion locations to inform future monitoring and erosion risk management.
The Impact of Marcellus Gas Drilling on Rural Drinking Water SuppliesMarcellus Drilling News
A multi-year study by the bipartisan Center for Rural Pennsylvania on the effects of Marcellus Shale gas drilling on rural water supplies. The study concludes that fracking does not lead to chemical contamination of water supplies, and likely does not affect methane migration into water supplies (although the authors recommend more study of the methane migration issue).
Groundwater Data Requirement and AnalysisC. P. Kumar
The document discusses groundwater data requirements, acquisition, processing, and analysis. It outlines the types of physical and hydrological data needed for groundwater studies, including maps, cross-sections, and time-series data on water levels, quality, pumping, and other factors. Key points covered include establishing monitoring networks, validating data, preparing hydrographs, water table maps, and other tools to characterize the groundwater system and identify issues like contamination or over-pumping. Statistical methods for interpolating hydrological variables from point data across regions are also summarized.
Operation of SAWS New Groundwater Desal Plant - Richard DonatTWCA
The document discusses the SAWS Brackish Groundwater Desalination Project. It outlines the water supply challenges facing San Antonio that led SAWS to pursue brackish groundwater desalination. The Phase I project involves drilling 12 production wells to draw brackish water from the Lower Wilcox Formation and treating the water through reverse osmosis to produce 12 MGD of drinking water. The document discusses various challenges faced in planning, designing, constructing, and operating the desalination facility.
The NOP Public Scoping Meeting provided information about an upcoming Master Plan Program Environmental Impact Report (PEIR) and Climate Action Plan (CAP) being prepared by the San Diego County Water Authority. Attendees were asked to provide comments to help scope the PEIR's analysis of near-term infrastructure options and long-range supply options, as well as the CAP. Comments could be provided orally at the meeting or submitted in writing by May 15. The PEIR and CAP are targeted for certification and approval in February 2014.
This document summarizes a workshop on improving freshwater monitoring frameworks in northwest India. It discusses current groundwater quality monitoring efforts and gaps. Key issues include increased pollution levels, falling water levels, and a lack of comprehensive and high-resolution spatial monitoring of parameters like heavy metals. The document outlines the need to better understand recharge processes, water quality impacts, and the properties of groundwater systems through improved monitoring protocols. Case studies from the region are proposed to help address questions around these issues and make recommendations to improve water resource management.
This document discusses using the MODFLOW groundwater model to evaluate the impact of artificial groundwater recharge in Abbid Sarbishe, Iran. A conceptual model of the study area was developed using hydrogeological data and discretized into a grid for use in MODFLOW. The model was calibrated and validated before using it to simulate different levels of artificial recharge. The results show that recharge has the greatest impact on piezometers closest to the recharge site, with water levels rising up to 2.25 meters. Western parts of the recharge site had a larger impact due to thinner unsaturated zones in the aquifer in that area.
This document summarizes a presentation on advancements in irrigation technology and their impact on water management. It provides background on the presenter and his research team. It then discusses various irrigation technologies including center pivots, mobile drip irrigation, variable rate irrigation, and soil water sensors. It highlights the benefits of these technologies but also challenges in their use. The presentation aims to improve irrigation and nitrogen use efficiency through better measurement and application of water and nutrients.
A presentation about implementing ecosystem restoration projects. Presented by Martha Craig Rheinhardt, Coastal Restoration Project Manager with the Cape Cod Conservation District, during the Buzzards Bay Coalition's 2012 Decision Makers Workshop series. Learn more at www.savebuzzardsbay.org/DecisionMakers
The Susquehanna River Basin Commission (SRBC) launched a state-of-the-art Remote Water Quality Monitoring Network in 2010 to track water quality throughout the SRBC region. Of concern is whether or not Marcellus drilling in the Susquehanna River Basin has affected water quality. The SRBC has issued this second, comprehensive report on their findings thus far. The SRBC has found that Marcellus Shale drilling is not/has not adversely affected water quality anywhere in the region.
DSD-INT 2015 - Assessment using delft3 d of the impact of canal del dique - j...Deltares
The document discusses a coastal impact assessment of the Canal del Dique system in Colombia using the Delft3D modeling software. It summarizes key problems affecting the canal and coastal zone, including sedimentation, degradation of wetlands, and negative impacts on marine ecosystems from freshwater and sediment inflow. The study aims to assess potential environmental impacts of restoration measures in the canal and coastal zone. It details the model setup, calibration using measured tide, hydrodynamic and water quality data, and presents preliminary impact assessment results comparing sediment concentration, salinity and temperature under different alternatives.
This document summarizes a study characterizing groundwater flow in fractured granitic rock formations. Researchers drilled 9 boreholes and used various tools to identify and characterize fractures. They found that while hundreds of fractures were detected in each borehole, only a few were highly conductive. These transmissive fractures tended to occur within two subhorizontal zones of lower resistivity and increased borehole diameter. By integrating results, researchers developed a conceptual model of the site as two confined fractured zones within an impermeable rock matrix. An automated data acquisition system was also developed and proven reliable for long-term monitoring during hydrologic tests.
The document provides information about the Groundwater Replenishment System (GWRS) operated by the Orange County Water District. It discusses GWRS's advanced water purification process using microfiltration, reverse osmosis, ultraviolet light, and hydrogen peroxide to treat wastewater. The process produces water that meets all drinking water standards and is used for groundwater replenishment and as a seawater intrusion barrier. Research at OCWD focuses on optimizing the GWRS treatment process and characterizing the microbial communities at each treatment stage using next generation sequencing.
Data Requirements for Groundwater ModellingC. P. Kumar
Groundwater modeling requires data on the physical and hydrological framework of the aquifer. The physical framework data defines the aquifer geometry and properties, including topography, geology, aquifer thickness and boundaries. The hydrological framework data describes the flow in and out of the aquifer, such as water table elevations, recharge and discharge rates and areas. Collecting these types of data from existing sources and monitoring programs is the first step of any groundwater modeling study.
The USGS Powell Center is conducting a study analyzing water quality data from areas experiencing unconventional oil and gas development involving hydraulic fracturing. Over 750,000 water quality samples from 110,000 surface and groundwater sites are being analyzed to describe baseline water quality, identify changes over time where sufficient data exists, and determine gaps in spatial and temporal data coverage. The goals are to better understand the impacts of energy production on water resources and inform future monitoring and research needs.
Assessment of reservoir sedimentation by remote sensingAnjani Kumari
This document discusses using remote sensing to assess sedimentation in reservoirs. It describes how conventional hydrographic surveys are costly and tedious, while remote sensing techniques offer a modern alternative. Satellite remote sensing can be used to estimate storage capacity loss in reservoirs due to sedimentation. The methodology involves preprocessing satellite data, identifying water pixels, and computing reservoir capacity. Water pixels are identified using a modified normalized difference water index method. Capacity between elevations is then computed using a prismoidal formula and water spread areas at corresponding elevations.
High resolution hydraulic head profiles from multilevel monitoring systems can be used to delineate hydrogeologic units (HGUs) in fractured sedimentary rock. Sharp changes in head, or inflections, may indicate boundaries between HGUs or low permeability aquitards. Inflections do not always correlate with lithology and may represent discontinuities between fracture networks of adjacent rock units. Analyzing repeat head profiles from 9 wells revealed 13 potential HGUs based on patterns of vertical head gradients. The profiles provide critical evidence for conceptualizing flow patterns in layered fractured bedrock aquifer systems.
Water Quality Modeling for Groundwater, Surface Water, and Watersheds: Basic ...Nebraska Water Center
The document discusses water quality modeling for groundwater, surface water, and watersheds. It provides an overview of modeling contaminant transport, including examples of modeling projects related to salinity, selenium, and nitrogen fate and transport. Specifically, it summarizes modeling of selenium contamination in the Arkansas River Valley aquifer system using RT3D and OTIS models to simulate nitrogen and selenium transport and evaluate mitigation strategies.
IPWEA Groundwater Separation Distances - Jun 17 - UrbAquaRichard Connell
Draft IPWEA Specification - Separation Distances for Groundwater Controlled Urban Development. Presented by Helen Brookes from UrbAqua at Engineers Australia WA - June 2017
This document outlines groundwater management strategies for municipal officials. It notes that while the region receives abundant precipitation, local overuse and water quality problems are still possible if left unmanaged. It then describes a model groundwater protection ordinance that has been adopted by several Dutchess County towns. The ordinance establishes development standards and best practices to safeguard both groundwater quantity and quality. These include regulating certain land uses, prohibiting new underground fuel tanks, guidance for cluster subdivisions, and more rigorous pumping test requirements. The model aims to preserve aquifer and stream flows while also addressing issues like pharmaceutical contamination and climate change impacts. Towns can adopt this law or planning boards can apply its guidance under the State Environmental Quality Review Act.
Here is an explanation of the six steps for determining water quantity and quality values for river protection:
1. Preliminary assessment and study design: This involves collecting existing data and information on the river system to understand its hydrology, geomorphology, ecology and human uses. Key information needed is identified and a study plan is designed to fill data gaps.
2. Description of water quantity and quality dependent values: The ecological, social and economic values of the river that depend on certain water quantity and quality conditions are described. This includes aquatic habitats, riparian vegetation, recreational activities, cultural uses, etc.
3. Description and quantification of hydrology and geomorphology: The natural hydrologic regime of the river in terms
This document discusses methods for estimating hydrologic variables like discharge from SWOT satellite observations through data assimilation. It presents results from a twin assimilation experiment using the Ohio River basin, where synthetic SWOT observations were generated and assimilated to improve estimates of water depth and discharge over a single observation cycle. Assimilation led to more accurate estimates compared to open-loop simulations, though additional observations were needed to better estimate floodplain flow. Uncertainty maps showed assimilation reducing spread between ensemble members.
This document provides information about a public information center regarding an investigation into basement flooding and stormwater runoff quality control in Study Area 38. The meeting introduces the project background, study area, potential causes of flooding, possible solutions that will be evaluated, and next steps. Attendees can view displays, ask questions, and provide comment sheets. Potential solutions that will be evaluated include source controls on private property, conveyance controls like road retrofits and local bioretention, and end-of-pipe controls such as wetlands, dry ponds, and underground storage tanks. Criteria for evaluating solutions include environmental, technical, social, and economic factors. The project team will consider public comments received by June 1st and
Low impact development (LID) techniques aim to manage stormwater close to its source through practices like bioretention and permeable pavements. The presentation discusses LID manuals and projects in Jacksonville including recreational LID demonstrations at parks and a Valens Drive retrofit. Hydrologic modeling shows LID increases local water tables and runoff capture. Potential benefits include reduced flooding, better water quality and lower infrastructure costs. The City plans to monitor the Valens Drive project and expand LID coverage.
This document summarizes improvements made to hydrologic and water quality models as a result of the Conservation Effects Assessment Project (CEAP). Several models were enhanced to better assess the impacts of conservation practices, including RUSLE2, AnnAGNPS, SWAT, and CONCEPTS. Key enhancements included improved modeling of processes like subsurface drainage, riparian buffers, and streambank erosion. Case studies demonstrated the models more accurately simulated factors like sediment reduction from conservation buffers and the effects of farm ponds on streamflow. Overall, CEAP led to important advancements in the ability to evaluate conservation practices using validated, process-based models at multiple scales.
The document discusses green infrastructure implications for the state of Tennessee. It provides definitions of green infrastructure and describes how green infrastructure can infiltrate, evapotranspire, or capture and reuse stormwater runoff to maintain natural hydrology. The document focuses on potential urban ecosystem benefits of green infrastructure such as increased infiltration, decreased erosion, and improved water quality. It examines how factors like soils, rainfall patterns, and hydrology vary across different regions in Tennessee and concludes that statewide green infrastructure policies can work if sufficient flexibility is allowed for individual sites. The document also models the impact of green infrastructure approaches like bioretention and disconnection of impervious surfaces. It finds that properly designed green infrastructure can help reduce runoff to pre-development
The Black Creek Sanitary Drainage Area Servicing Improvements Environmental Assessment Study aims to address capacity issues in the Black Creek Sanitary Trunk Sewer system to service projected population growth, reduce surcharging during wet weather, reduce inflow/infiltration, and reduce combined sewer overflows. Potential solutions being considered include new relief trunk sewers, combined sewer overflow storage tanks, flow diversion, and maintenance hole adjustments. The study will evaluate alternatives and select a preferred solution to address the identified problems while minimizing impacts on the natural, social, and technical criteria.
The document provides a summary of a report evaluating a proposed seawater desalination project at Camp Pendleton in California. Key points from the technical studies include that a subsurface intake is viable due to a large sub-seafloor river channel, and an open ocean intake and brine discharge system could be sited with minimal environmental impacts. Both proposed plant sites were found to be suitable, with one offering better access. Capital costs were estimated to be $1.4-1.5 billion for an initial 50 million gallon per day phase.
This document discusses catchment management and abstractions. It provides learning objectives on abstraction risk, impacts from abstractions, environmental flows, and potential measures. It then discusses various topics related to abstractions including risk assessment, impacts from abstractions, environmental flows, and existing and future measures for regulating abstractions. Drinking water safety plans, groundwater protection plans, and integrated catchment management are also summarized as they relate to abstraction and drinking water quality.
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The document provides guidance on planning and design for rural water supply projects to provide potable water to every rural household under the Jal Jeevan Mission. It outlines the key stages in design development including data collection, demand assessment, infrastructure mapping, source selection, design options analysis, and design development. Key aspects of design covered include population projection, hydraulic modeling, material selection, cost estimation, and transitioning the project to a public utility for long-term operation and maintenance.
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Mining Impacts and Wetlands_Crandon_Experiencejlarndt_51
The document outlines the process used to determine potential indirect impacts to wetland plant communities from changes in groundwater levels caused by a proposed mine, which included classifying wetlands based on plant communities and hydrologic conditions, assessing sensitivity to water level changes, and summarizing the results into hydrologic impact sensitivity classes.
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The Railroad Commission of Texas (RRC) provides the following updates:
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This document summarizes a panel discussion on groundwater availability certifications. The panelists included representatives from four groundwater conservation districts. They discussed the background and requirements for groundwater availability certifications, the role of groundwater conservation districts in the certification process, challenges faced by the districts, and anticipated rulemaking by the Texas Water Development Board to implement recent legislation. The panel then took questions on the topic.
The document provides updates on various groundwater district litigation matters:
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Study Results: Delineating Injection Well Buffer Zones in Brackish Aquifers
1. Study Results: Delineating Areas Designated or
Used for Class II Well Wastewater Injectate
TAGD Winter Business Meeting
Juan P. Acevedo
TWDB – BRACS
February 08, 2022
4. HB 30: Requirements
— TWDB-BRACS Identifies and designates Brackish
Groundwater Production Zones (BGPZs)
— BRACS = Brackish Resources Aquifer Characterization System
— Determine the amount of brackish groundwater
production from BGPZs over:
— a 30-year period,
— a 50-year period; and
— without causing significant impact to water availability or
water quality
— Make recommendations regarding reasonable
monitoring
— to observe the effects of brackish groundwater production
within the BGPZs
5. Statutory Requirements for BGPZ Designation
Must have brackish water In areas of the state with moderate to high availability and
productivity
Must have hydrogeologic
barriers
Sufficient to prevent significant impacts to freshwater
availability or quality
Cannot be within these
boundaries
Edwards Aquifer within the Edwards Aquifer Authority, Barton
Springs-Edwards Aquifer Conservation District, Harris-
Galveston Subsidence District, Fort Bend Subsidence District,
and Dockum Aquifer
Cannot be already in use Brackish water already serving as a significant source of water
supply for municipal, domestic or agricultural
Cannot be used for
wastewater injection
Permitted under Title 2 of Texas Water Code, Chapter 27
[Class II Underground Injection Control (UIC) Wells used for
saltwater disposal (SWD)]
6. Statutory Requirements & Criteria for BGPZ
Class II wells are
potentially
injecting
wastewater
into the
brackish
portions of
Texas Aquifers
7. Aquifer BGPZ Example
- Previous BRACS studies
applied 15-mile buffer to
all class II wells injecting
into aquifer study areas.
- Stakeholders pushed back
on the 15-mile buffer
designation
- too conservative
- scientifically
defensible?
12. Potential Mapping Techniques
1. Analytical solutions (Preferred method):
— Stable
— Easy-to-use
— Simplifying assumptions but exact solutions
— EPA (1994), Bear & Jacobs (1965)
— Applicable on a regional scale
2. Numerical solutions :
— Accommodate complex systems
— Intensive data requirements
— potentially unstable, require advanced users
— Modflow 6
— Applicable on a small/local scale
Current EPA procedure is to
calculate
“Zone of Endangering Influence”
13. — Tier 1 Analysis (no flow direction)
— EPA (1994)
— Bear and Jacobs (1965)
— Compute maximum migration extent
— Tier 2 Analysis (flow direction
available)
— Both gradient and direction of flow
— Bear and Jacobs (1965)
Proposed Methods:
Two-tiered – Analytical Solutions
Injection Well
Potential
Injectate
Migration without
gradient
Potential
Injectate
Migration extent
with gradient
Injection Well
Potential
Extent of
Injectate
Migration
Tier 1
Tier 2
x
x
Ambient Flow Direction
18. Tool Testing: Nacatoch Aquifer
— Original designation (2019)
— 525 Class II wells
—84 SWD wells
—441 EOR wells
— Updated Method (2021 Study)
— 435 Class II wells
—60 SWD wells
—375 EOR wells
— Largest injectate radius
—6 miles
19. Next Steps
BRACS team to apply tools and analyze outputs of injectate
mapping tool and complete QA/QC
1. Apply tools and procedures for Class II injection wells to aquifers
ready for zone evaluation.
2. Provide list of Class II injection wells injecting to formation of
interest to RRC for review and feedback.
3. Conduct the whole aquifer zone evaluation for all other statute
requirements
4. Select buffer distances for Class II injection wells
— Injection mapping tool provides model for injectate migration but
not buffer distance.
— BRACS is developing guidance and will seek stakeholder feedback.
Please contact us to be added to the stakeholder list.
20. —Contact us with comments/questions or to be
added to the stakeholder list
— Juan P. Acevedo, Juan.Acevedo@twdb.texas.gov
—Or visit the study website:
www.twdb.texas.gov/innovativewater/bracs/projects/Injection/index.asp
-
Thank you!
Caverns of Sonora, TX
21. CONCLUSIONS
• Brackish groundwater desalination is being and will continue to be
implemented to meet Texas’ growing water needs.
• There are abundant Class II injection wells that could be used to dispose
of the residual concentrates from the desalination plants – 30,000-100,000
mg/L.
• We propose tier I and tier II analytical models to assess the areas of
review (zones of endangering influence).
• In some cases, numerical models may have to be used.
• Class II wells offer a viable potential solution to disposal of concentrates.
Suggestion
• Underpressured, depleted petroleum reservoirs offer another attractive
potential for disposal of desalination waste fluids.
(Class II EOR wells become Class I wells) JMS
22. Desalination - One Future Solution
• Texas has abundant brackish and saline water.
• Desalination technology is improving; costs of
desalination are decreasing. Reverse osmosis currently
the preferred/most promising process.
• Concerns:
• Location of waters for desalination;
• Effects of fluid production; &
• Disposal of residual fluids
JMS
26. Class II Wells
• There are ~ 180,000 Class II wells in the USA.
• Most are in Texas, California, Oklahoma, and
Kansas.
• Texas has the most (over 53,000, although only about
31,000 are active).
• Produced waters are generally “brines” with a TDS of
~45,000 ppm (DOE, 2006). This can vary from ~30,000
to >100,000 ppm depending upon the source of waters being
desalinated.
JMS
28. Injectate Mapping Techniques
– EPA (1994) assumes no ambient hydraulic gradient
– Bear and Jacobs (1965) includes an ambient hydraulic gradient
Tier 1
Screening level
evaluation
Tier 2
Used when
refining model
32. Summary: Dispersion
• 50% isocontour represents average injectate migration
• Analytical solutions match average injectate migration
• Analytical solutions must consider radial flow from the
injection well and regional flow.
33. Fully penetrating well -
Variable density fluids
Comparing Bear and Jacobs (1965) with numerical model
Denser into lighter Lighter into denser
Same densities
34. Partially penetrating well –
Variable density fluids
Comparing Bear and Jacobs (1965) with numerical model
Denser into lighter Lighter into denser
Same densities
35. • Density may vertically stratify injectate
• Anisotropy plays an important role in the spread of
injectate, needs site-specific information
• Migration underestimated in fully penetrating wells
• Migration overestimated in partially penetrating wells
• More Class II wells are partially penetrating
• Modeling variable-density is complex and is not suitable
for regional-scale studies
• Suitable numerical solutions include:
SEAWAT; USG-Transport; MODFLOW 6, FEFLOW,
SUTRA, HST3D
Summary: Partial Penetration & Density
36. CONCLUSIONS
• Brackish groundwater desalination is being and will continue to
be implemented to meet Texas’ growing water needs.
• There are abundant Class II injection wells that could be used to
dispose of the residual concentrates from the desalination plants
– 30,000-100,000 mg/L.
• We propose tier I and tier II analytical models to assess the
areas of review (zones of endangering influence).
• In some cases, numerical models may have to be used.
• Class II wells offer a viable potential solution to disposal of
concentrates.
Suggestion
• Underpressured, depleted petroleum reservoirs offer another
attractive potential for disposal of desalination waste fluids.
(Class II EOR wells become Class I wells)
JMS
Increasing gap between anticipated demand and existing supply
State water planning process identifies various sources of future water supplies – onto next slide
Brackish groundwater resources are an important component of TX water supplies.
BRACS group at TWDB is mandated to identify brackish groundwater resources in TX
The legislature has provided more guidance on this task with HB 30 – onto next slide
Juan is the expert on this
Juan is the expert on this
Juan is the expert on this – note the large 15 mile radius for all the Class II injection wells
TWDB solicited SOQs to work on developing tools and processes to estimate the extent of injectate mapping
WSP team including SS Papadopulos & Associates and Dr. Sharp was selected for the project
To begin the project, TWDB identified 18 aquifers with potential Brackish Groundwater resources for WSP to assess:
Aquifer parameters
Presence of Class II injection wells
Injection well parameters
Injection well data available from RRC and aquifer data available from TWDB was used to check for:
Presence of Class II injection wells
Potential for presence of Class II injection wells
In this example, no Class II injection wells were found to intersect with the Blossom aquifer
For certain other aquifers such as the Gulf Coast, many Class II injection wells were found
Aquifer parameters relevant for injectate mapping were obtained from TWDB GAMs and other available sources and a default aquifer parameters table was developed. This was later used in the injectate mapping exercise. The graphic is just a snippet from the default table and the entire table will be made available when the report is made public
EPA ZOEI calculations not applicable for this project since we are interested in modeling the full transport of injectate migration and not changes in hydraulic head from mounding
Numerical models were also considered for this project. However, the project team and the workgroup reached a consensus that analytical models are the appropriate path forward. The project team conducted various numerical modeling exercises to confirm that the analytical models perform just as well as the numerical models under various scenarios.
A two-tiered approach was finalized
1. in the first tier the EPA model and Bear and Jacobs model is used to estimate a maximum radius of injectate
2. For certain wells, a flow direction might also be assumed to obtain a more advanced estimate of injectate migration
Some limitations of the analytical modeling approach were identified such as this one:
When multiple Class II injection wells are injecting relatively close to each, they may have an impact on the ambient groundwater flow field and thereby on the migration of injectate from the nearby wells.
In such cases, the migration estimates from the analytical wells might be slightly different from that obtained from numerical models
The workflows discussed earlier to process the RRC databases was automated on an online platform and it provide an output in the form that can be directly edited by TWDB staff and used to check for wells that intersect the BRACS formations
These online tools are available on the FME web server. It contains both data processing tools required in order to download the RRC class II well data base, and to process its information into a usable input for the injectate mapping tool.
Key steps necessary for the well intersection tool is to have a completed BRACS study aquifer surfaces (in raster format) since this tool uses the aquifer surfaces as an input to intersect the wells that are potentially injecting into our aquifers of interest.
*Please note that all these online tools are meant for internal use by TWDB staff and not available for general public use
The injectate mapping tool is also hosted online and requires the input from the two FME tools and aquifer parameters
Default aquifer parameters are available and can be edited by TWDB staff where more recent or better data is available
Here’s a snapshot of the online injectate mapping tool
*Please note that all these online tools are meant for internal use by TWDB staff and not available for general public use
If you remember the initial slide from the 15 mile buffer example, here are the results from the injectate mapping tool – note the vast difference in the estimated extent of injectate migration
Please note that the tool only estimates injectate migration, not the actual buffers
TWDB staff conducts a more detailed analysis to come up with the actual buffers – next slide
Juan is the expert on this
Dr. Sharp has used the results from this study to propose a novel idea and I’ll be handing it over to him to discuss it
These techniques map the injection transport in the subsurface, they are not the actual buffer distances that the TWDB will apply for class 2 injection wells.