This document presents the results of a study analyzing Late Triassic channel systems in the Loppa High region of the southwestern Barents Sea using 3D seismic data. The author interprets nine channel systems within the Upper Snadd Formation between depths of -1088ms to -1152ms. Three channel grids are examined in detail and show evidence of successive channel migration and preservation of channel-belt deposits. Criteria for distinguishing between mud-filled and sand-filled channel types are presented based on seismic amplitude, reflectivity, shape, and sedimentary features.
After emerging from the resources wilderness thanks to its world-class geology and industry-friendly government policies, South Australia is now a leader in Australian mining and hydrocarbon developments over the last decade.
In little more than a decade the State has gone from four operating mines to more than 20 and is rated Australia’s second most popular exploration destination.
With a comprehensive review of the Mining Act under way, the State’s attractiveness as a place for resources and energy investment is expected to be strengthened.
South Australia is now a leader in the exploration for next generation energy sources with companies such as Santos and BP leading the charge, while initiatives such as the Government’s Copper Strategy – designed to treble annual copper production to 1 mtpa – is set to establish the State as one of the world’s premier producers of the red metal.
In the energy space, uranium and nuclear energy is another area of keen interest, with the South Australian Government initiating a Royal Commission into Participation in the Nuclear Fuel Cycle in 2016.
The State has become synonymous with innovation, cutting-edge development and a remarkable rate of discovery. From uranium prospects, to geothermal energy and the buoyant hydrocarbons sector, South Australia is now a leader in the exploration for next generation energy sources.
With full support from the Department of State Development, the South Australian Resources and Energy Investment Conference will continue to showcase this burgeoning sector in 2017. From copper plays in the Gawler Craton, to iron ore and graphite developments on the Eyre Peninsula and the emergence of the State as a new hydrocarbon frontier, South Australia’s resources potential is at last being fully recognised.
The conference will feature the success stories and emerging players in the State from both minerals and oil and gas and will also tackle thorny industry issues such as infrastructure, corporate social responsibility and the future of the Woomera Prohibited Area.
This document discusses potential impacts of megafloods from glacially-dammed lakes in Tibet that drained during the late Pleistocene and early to late Holocene periods. It presents evidence that these floods:
1) May have triggered short-lived diversions of the Brahmaputra River into the Sylhet basin in northern Bangladesh.
2) Likely deposited a 10m thick gravel layer flooring the Jamuna River valley.
3) Could have formed two overflow channels on the Madhupur Terrace.
4) May be responsible for a large mass transport deposit observed in seismic data from the Swatch of No Ground submarine canyon system, corresponding temporally to early Holocene
1) The study modifies the geometry of the Fraser River in a numerical ocean model to improve simulations of tides and the Fraser River plume.
2) Extending and deepening the river channel generated stronger cross-strait surface currents that better matched observations, and tidal amplitudes in the estuary corresponded well with measurements.
3) Reducing vertical mixing parameters, such as eddy viscosity and diffusivity, produced weaker along-strait flow and surface current patterns closer to drifter data, further improving the model results.
Bone Spring 2 porosity distribution in Lea Co New Mexico.pdfJerry Beets
The document discusses the Permian paleogeography and stratigraphy of the Delaware Basin in New Mexico. It analyzes porosity log data from the Bone Spring 2 formation which indicates thicker zones of higher porosity oriented in a NE-SW direction, suggesting deposition from channels sourced from structural highlands to the north, east and west. Core data shows higher porosity corresponds to higher permeability. Mapping porosity trends can help define production sweet spots and maximize the economic potential of the Bone Spring 2 play.
The Scarlift 15 acid mine drainage treatment system was installed to help remove dissolved iron and sulfate from mine discharge water entering Shamokin Creek. On the day sampled, much of the mine flow was bypassing full treatment. Iron removal occurred through oxidation in the bypass water. In the fully-treated water, the system raised pH and alkalinity as intended, but its effect on sulfate removal could not be verified due to equipment issues. While not all water received full treatment, the system was effectively treating a portion of the discharge per its design to improve water quality in Shamokin Creek.
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.
Integration of the MODFLOW Lak7 package in the FREEWAT GIS modelling environmentMassimiliano Cannata
The MODFLOW Lake Package is integrated into the FREEWAT GIS environment in order to simulate surface water - groundwater interaction using state of the art techniques for numerical simulations, thus allowing the improved consideration of surface water bodies for water resources management. Surface water bodies, both stationary and flowing, can strongly affect groundwater elevations and flow patterns which in turn may affect the qualitative and quantitative state of groundwater resources. With the advancement of numerical simulation techniques and increased model complexity, FREEWAT facilitates the usage of the lake package through existing QGIS tools to edit model layer geometry as well as an intuitive and simple user interface for the specification of constant and time variable lake properties as defined through MODFLOW.
After emerging from the resources wilderness thanks to its world-class geology and industry-friendly government policies, South Australia is now a leader in Australian mining and hydrocarbon developments over the last decade.
In little more than a decade the State has gone from four operating mines to more than 20 and is rated Australia’s second most popular exploration destination.
With a comprehensive review of the Mining Act under way, the State’s attractiveness as a place for resources and energy investment is expected to be strengthened.
South Australia is now a leader in the exploration for next generation energy sources with companies such as Santos and BP leading the charge, while initiatives such as the Government’s Copper Strategy – designed to treble annual copper production to 1 mtpa – is set to establish the State as one of the world’s premier producers of the red metal.
In the energy space, uranium and nuclear energy is another area of keen interest, with the South Australian Government initiating a Royal Commission into Participation in the Nuclear Fuel Cycle in 2016.
The State has become synonymous with innovation, cutting-edge development and a remarkable rate of discovery. From uranium prospects, to geothermal energy and the buoyant hydrocarbons sector, South Australia is now a leader in the exploration for next generation energy sources.
With full support from the Department of State Development, the South Australian Resources and Energy Investment Conference will continue to showcase this burgeoning sector in 2017. From copper plays in the Gawler Craton, to iron ore and graphite developments on the Eyre Peninsula and the emergence of the State as a new hydrocarbon frontier, South Australia’s resources potential is at last being fully recognised.
The conference will feature the success stories and emerging players in the State from both minerals and oil and gas and will also tackle thorny industry issues such as infrastructure, corporate social responsibility and the future of the Woomera Prohibited Area.
This document discusses potential impacts of megafloods from glacially-dammed lakes in Tibet that drained during the late Pleistocene and early to late Holocene periods. It presents evidence that these floods:
1) May have triggered short-lived diversions of the Brahmaputra River into the Sylhet basin in northern Bangladesh.
2) Likely deposited a 10m thick gravel layer flooring the Jamuna River valley.
3) Could have formed two overflow channels on the Madhupur Terrace.
4) May be responsible for a large mass transport deposit observed in seismic data from the Swatch of No Ground submarine canyon system, corresponding temporally to early Holocene
1) The study modifies the geometry of the Fraser River in a numerical ocean model to improve simulations of tides and the Fraser River plume.
2) Extending and deepening the river channel generated stronger cross-strait surface currents that better matched observations, and tidal amplitudes in the estuary corresponded well with measurements.
3) Reducing vertical mixing parameters, such as eddy viscosity and diffusivity, produced weaker along-strait flow and surface current patterns closer to drifter data, further improving the model results.
Bone Spring 2 porosity distribution in Lea Co New Mexico.pdfJerry Beets
The document discusses the Permian paleogeography and stratigraphy of the Delaware Basin in New Mexico. It analyzes porosity log data from the Bone Spring 2 formation which indicates thicker zones of higher porosity oriented in a NE-SW direction, suggesting deposition from channels sourced from structural highlands to the north, east and west. Core data shows higher porosity corresponds to higher permeability. Mapping porosity trends can help define production sweet spots and maximize the economic potential of the Bone Spring 2 play.
The Scarlift 15 acid mine drainage treatment system was installed to help remove dissolved iron and sulfate from mine discharge water entering Shamokin Creek. On the day sampled, much of the mine flow was bypassing full treatment. Iron removal occurred through oxidation in the bypass water. In the fully-treated water, the system raised pH and alkalinity as intended, but its effect on sulfate removal could not be verified due to equipment issues. While not all water received full treatment, the system was effectively treating a portion of the discharge per its design to improve water quality in Shamokin Creek.
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.
Integration of the MODFLOW Lak7 package in the FREEWAT GIS modelling environmentMassimiliano Cannata
The MODFLOW Lake Package is integrated into the FREEWAT GIS environment in order to simulate surface water - groundwater interaction using state of the art techniques for numerical simulations, thus allowing the improved consideration of surface water bodies for water resources management. Surface water bodies, both stationary and flowing, can strongly affect groundwater elevations and flow patterns which in turn may affect the qualitative and quantitative state of groundwater resources. With the advancement of numerical simulation techniques and increased model complexity, FREEWAT facilitates the usage of the lake package through existing QGIS tools to edit model layer geometry as well as an intuitive and simple user interface for the specification of constant and time variable lake properties as defined through MODFLOW.
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.
Avalon porosity distribution in Lea Co New Mexico.pdfJerry Beets
This document discusses an Avalon production and structure study area in Lea County, New Mexico. It includes information on producing zones, well locations, cross sections, porosity distributions in different colored Avalon zones above 16%, and conclusions. The conclusions indicate that detailed mapping of thicker Avalon porosity above 16% covering larger areas defines production sweet spots, and porosity logs are crucial for mapping complex trends to maximize economic potential of the Avalon play.
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.
Discharge and Sediment Transport Modeling Buck Creek ProposalJames Blumenschein
This document proposes modeling discharge and sediment transport in Buck Creek before modifications to a recreational structure. The purpose is to create a stage-discharge rating curve upstream of the structure. Field data on discharge and cross-sectional surveys will be collected using GPS and acoustic Doppler equipment. The HEC-RAS model will be used to extend the existing post-modification rating curve to higher discharges using a step-backwater method. The objectives are to establish elevations, collect survey and field data, create a stage-discharge curve, and better understand changes from the modified structure.
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.
Rivers are characterized by their velocity, discharge, gradient, channel development, drainage area, and sediment yield. Velocity is the speed of water flow, discharge is the volume of water flowing per second, and gradient refers to the steepness of the river channel and floodplain. Drainage area is the land area that drains into the river, and sediment yield measures the amount of sediment exported from the drainage basin.
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
Teresa Stephens, GIS Specialist, Paul Bechtel & Associates, Inc. and Andrew Weinberg, Geoscientist, Texas Water Development Board
Presented at the 2011 Texas GIS Forum
This presentation was given as part of the EPA-funded Catchment Science and Management Course focusing on Integrated Catchment Management, held in June 2015. This course was delivered by RPS Consultants. If you have any queries or comments, or wish to use the material in this presentation, please contact catchments@epa.ie
It is increasingly being recognised internationally that integrated catchment management (ICM) is a useful organising framework for tackling the ongoing challenge of balancing sustainable use and development of our natural resource, against achieving environmental goals. The basic principles of ICM (Williams, 2012) are to:
• Take a holistic and integrated approach to the management of land, biodiversity, water and community resources at the water catchment scale;
• Involve communities in planning and managing their landscapes; and
• Find a balance between resource use and resource conservation
ICM is now well established in Australia, New Zealand, and the United States. In Europe the ICM approach has been proposed as being required to achieve effective water and catchment management, and is the approach being promoted by DEFRA for the UK, where it is called the “Catchment Based Approach” (CaBA). The principles and methodologies behind ICM sit well within the context of the Water Framework Directive with its aims and objectives for good water quality, sustainable development and public participation in water resource management. In Ireland it is proposed that the ICM approach will underlie the work and philosophy in developing and implementing future River Basin Management Plans.
1. The document analyzes the lateral migration of the Red River near Grand Forks, North Dakota over the past 142 years using historical aerial photographs, elevation models, and maps.
2. Measurement results show the channel has migrated noticeably in some areas, with a maximum distance of 1,455 meters. Migration rates average between 0.01-0.38 meters/year, showing a maximum of 54.4 meters of movement over 142 years.
3. The low rates of channel migration found indicate no potential risk to city infrastructure over the next 100 years from the slow moving, mud-dominated river.
PHS - Hydrography for Transhipment of ResourcesNeil Hewitt
Transhipment is the process of off-loading a container or goods from one vessel and loading it onto another vessel. A shipment may undergo more than one transhipment during its journey from origin port to destination port.
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 California Central Valley Groundwater-Surface Water Simulation Model (C2VSim) simulates the monthly response of the Central Valley’s groundwater and surface water flow system to historical stresses, and can also be used to simulate the response to projected future stresses. C2VSim contains monthly historical stream inflows, surface water diversions, precipitation, land use and crop acreages from October 1921 through September 2009. The model dynamically calculates crop water demands, allocates contributions from precipitation, soil moisture and surface water diversions, and calculates the groundwater pumpage required to meet the remaining demand.
Velocity analysis and depth conversion in the offshre kaboudia permitGuizani Aymen
Accurate depth conversion is vital to map depth and thickness of subsurface layers interpreted from seismic reflection images and for structural model building, but depth conversion requires good quality seismic velocity information. The number and distribution of wells with velocity information in the Kaboudia permit is poor, in contrast, a 3D post-stack seismic reflection data covers the area of interest and providing a good distribution of stacking velocities.
Seismic stacking velocities are an outcome of seismic processing and are thus not a direct measurement of the speed of sound in rocks. To improve the quality of the depth conversion workflow in this area characterized by a complex geological environment a methodology is suggested to calibrate stacking velocities against borehole velocity measurements. This would allow the widespread stacking velocities to be used to create a more constrained velocity model of the interpreted layers in the Kaboudia permit.
The methodology consist of computing calibration coefficient resulting from comparing seismic velocities and wells data then Multiply depths derived from stacking velocities by calibration coefficient mapped with different options of gridding. the robustness of this process is assessed by putting the resulting converted surfaces in contrast with other simple depth conversion workflows and by relative errors to wells and uncertainty analysis.
This document analyzes channel disturbance zones in the Finley River in Missouri to determine locations and extent of past channel changes. The researcher identified disturbance zones using aerial photos and extracted data on channel patterns, widths, and migration rates. The analysis found that 21% of the main stem was disturbed, with chute cutoffs being the dominant disturbance type. Disturbance zones had higher confinement ratios and lower widths than stable areas. Four distinct disturbance patterns - extension, translation, chute cutoff, and megabar formation - were identified. The analysis provides insights into river behavior that can help predict future changes.
2016 conservation track: automated river classification using gis delineated ...GIS in the Rockies
The document describes an automated GIS tool called RESonate that is used to classify river systems into functional process zones (FPZs) based on hydrogeomorphic characteristics. The tool extracts over a dozen variables like elevation, slope, and width from geospatial datasets. It then uses these variables to generate sample points and calculate additional metrics. Statistical analysis is applied to cluster sample segments into distinct FPZ classes. The tool was tested on the Carson River where it identified 5 FPZ classes. The goal of the tool is to provide a consistent classification method that can enhance compatibility between river analyses and improve communication among scientists.
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.
DSD-INT 2018 Tidal propagation and salt intrusion in the multi-channel estuar...Deltares
The document summarizes research on tidal propagation and salt intrusion in the Mekong Delta estuarine system in Vietnam. Field measurements were taken to study how salinity changed over time. A barotropic model was developed and calibrated to model tides, discharge division between channels, and salt intrusion. The model findings showed that temporal discharge division can differ significantly from cumulative averages and is influenced by tides and subtidal water levels, especially in the dry season. Discharge variations were found to significantly impact salt intrusion.
This document discusses NOAA's river forecasting services and plans for improving hydrologic modeling. The 13 River Forecast Centers currently provide river level forecasts at 200 locations using precipitation and temperature forecasts. NOAA aims to develop street-level hydrologic modeling through the National Water Model, which will provide hourly streamflow simulations along 2.6 million river reaches at 1km resolution across the continental US. This high-resolution modeling will improve flood warnings and support emergency management.
High Resolution Seq Strat Applied to Field Developmentapicarelli
The document summarizes research on the depositional systems and sand body geometry within the Oficina Formation in eastern Venezuela based on well log, seismic, and core data. Key findings include:
1) A high-resolution sequence stratigraphy framework was developed showing stacking patterns related to base level changes in the distal foreland basin.
2) Major reservoir development occurred during lowstand systems tracts (LST) characterized by estuarine incised valley fills and transgressive sand ridges during tidal-influenced periods.
3) Fifth-order sequence boundaries controlled sand body geometry and connectivity, with erosion during lowstands creating incised valleys that compartmentalized reservoirs vertically and laterally within sequences.
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.
Avalon porosity distribution in Lea Co New Mexico.pdfJerry Beets
This document discusses an Avalon production and structure study area in Lea County, New Mexico. It includes information on producing zones, well locations, cross sections, porosity distributions in different colored Avalon zones above 16%, and conclusions. The conclusions indicate that detailed mapping of thicker Avalon porosity above 16% covering larger areas defines production sweet spots, and porosity logs are crucial for mapping complex trends to maximize economic potential of the Avalon play.
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.
Discharge and Sediment Transport Modeling Buck Creek ProposalJames Blumenschein
This document proposes modeling discharge and sediment transport in Buck Creek before modifications to a recreational structure. The purpose is to create a stage-discharge rating curve upstream of the structure. Field data on discharge and cross-sectional surveys will be collected using GPS and acoustic Doppler equipment. The HEC-RAS model will be used to extend the existing post-modification rating curve to higher discharges using a step-backwater method. The objectives are to establish elevations, collect survey and field data, create a stage-discharge curve, and better understand changes from the modified structure.
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.
Rivers are characterized by their velocity, discharge, gradient, channel development, drainage area, and sediment yield. Velocity is the speed of water flow, discharge is the volume of water flowing per second, and gradient refers to the steepness of the river channel and floodplain. Drainage area is the land area that drains into the river, and sediment yield measures the amount of sediment exported from the drainage basin.
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
Teresa Stephens, GIS Specialist, Paul Bechtel & Associates, Inc. and Andrew Weinberg, Geoscientist, Texas Water Development Board
Presented at the 2011 Texas GIS Forum
This presentation was given as part of the EPA-funded Catchment Science and Management Course focusing on Integrated Catchment Management, held in June 2015. This course was delivered by RPS Consultants. If you have any queries or comments, or wish to use the material in this presentation, please contact catchments@epa.ie
It is increasingly being recognised internationally that integrated catchment management (ICM) is a useful organising framework for tackling the ongoing challenge of balancing sustainable use and development of our natural resource, against achieving environmental goals. The basic principles of ICM (Williams, 2012) are to:
• Take a holistic and integrated approach to the management of land, biodiversity, water and community resources at the water catchment scale;
• Involve communities in planning and managing their landscapes; and
• Find a balance between resource use and resource conservation
ICM is now well established in Australia, New Zealand, and the United States. In Europe the ICM approach has been proposed as being required to achieve effective water and catchment management, and is the approach being promoted by DEFRA for the UK, where it is called the “Catchment Based Approach” (CaBA). The principles and methodologies behind ICM sit well within the context of the Water Framework Directive with its aims and objectives for good water quality, sustainable development and public participation in water resource management. In Ireland it is proposed that the ICM approach will underlie the work and philosophy in developing and implementing future River Basin Management Plans.
1. The document analyzes the lateral migration of the Red River near Grand Forks, North Dakota over the past 142 years using historical aerial photographs, elevation models, and maps.
2. Measurement results show the channel has migrated noticeably in some areas, with a maximum distance of 1,455 meters. Migration rates average between 0.01-0.38 meters/year, showing a maximum of 54.4 meters of movement over 142 years.
3. The low rates of channel migration found indicate no potential risk to city infrastructure over the next 100 years from the slow moving, mud-dominated river.
PHS - Hydrography for Transhipment of ResourcesNeil Hewitt
Transhipment is the process of off-loading a container or goods from one vessel and loading it onto another vessel. A shipment may undergo more than one transhipment during its journey from origin port to destination port.
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 California Central Valley Groundwater-Surface Water Simulation Model (C2VSim) simulates the monthly response of the Central Valley’s groundwater and surface water flow system to historical stresses, and can also be used to simulate the response to projected future stresses. C2VSim contains monthly historical stream inflows, surface water diversions, precipitation, land use and crop acreages from October 1921 through September 2009. The model dynamically calculates crop water demands, allocates contributions from precipitation, soil moisture and surface water diversions, and calculates the groundwater pumpage required to meet the remaining demand.
Velocity analysis and depth conversion in the offshre kaboudia permitGuizani Aymen
Accurate depth conversion is vital to map depth and thickness of subsurface layers interpreted from seismic reflection images and for structural model building, but depth conversion requires good quality seismic velocity information. The number and distribution of wells with velocity information in the Kaboudia permit is poor, in contrast, a 3D post-stack seismic reflection data covers the area of interest and providing a good distribution of stacking velocities.
Seismic stacking velocities are an outcome of seismic processing and are thus not a direct measurement of the speed of sound in rocks. To improve the quality of the depth conversion workflow in this area characterized by a complex geological environment a methodology is suggested to calibrate stacking velocities against borehole velocity measurements. This would allow the widespread stacking velocities to be used to create a more constrained velocity model of the interpreted layers in the Kaboudia permit.
The methodology consist of computing calibration coefficient resulting from comparing seismic velocities and wells data then Multiply depths derived from stacking velocities by calibration coefficient mapped with different options of gridding. the robustness of this process is assessed by putting the resulting converted surfaces in contrast with other simple depth conversion workflows and by relative errors to wells and uncertainty analysis.
This document analyzes channel disturbance zones in the Finley River in Missouri to determine locations and extent of past channel changes. The researcher identified disturbance zones using aerial photos and extracted data on channel patterns, widths, and migration rates. The analysis found that 21% of the main stem was disturbed, with chute cutoffs being the dominant disturbance type. Disturbance zones had higher confinement ratios and lower widths than stable areas. Four distinct disturbance patterns - extension, translation, chute cutoff, and megabar formation - were identified. The analysis provides insights into river behavior that can help predict future changes.
2016 conservation track: automated river classification using gis delineated ...GIS in the Rockies
The document describes an automated GIS tool called RESonate that is used to classify river systems into functional process zones (FPZs) based on hydrogeomorphic characteristics. The tool extracts over a dozen variables like elevation, slope, and width from geospatial datasets. It then uses these variables to generate sample points and calculate additional metrics. Statistical analysis is applied to cluster sample segments into distinct FPZ classes. The tool was tested on the Carson River where it identified 5 FPZ classes. The goal of the tool is to provide a consistent classification method that can enhance compatibility between river analyses and improve communication among scientists.
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.
DSD-INT 2018 Tidal propagation and salt intrusion in the multi-channel estuar...Deltares
The document summarizes research on tidal propagation and salt intrusion in the Mekong Delta estuarine system in Vietnam. Field measurements were taken to study how salinity changed over time. A barotropic model was developed and calibrated to model tides, discharge division between channels, and salt intrusion. The model findings showed that temporal discharge division can differ significantly from cumulative averages and is influenced by tides and subtidal water levels, especially in the dry season. Discharge variations were found to significantly impact salt intrusion.
This document discusses NOAA's river forecasting services and plans for improving hydrologic modeling. The 13 River Forecast Centers currently provide river level forecasts at 200 locations using precipitation and temperature forecasts. NOAA aims to develop street-level hydrologic modeling through the National Water Model, which will provide hourly streamflow simulations along 2.6 million river reaches at 1km resolution across the continental US. This high-resolution modeling will improve flood warnings and support emergency management.
High Resolution Seq Strat Applied to Field Developmentapicarelli
The document summarizes research on the depositional systems and sand body geometry within the Oficina Formation in eastern Venezuela based on well log, seismic, and core data. Key findings include:
1) A high-resolution sequence stratigraphy framework was developed showing stacking patterns related to base level changes in the distal foreland basin.
2) Major reservoir development occurred during lowstand systems tracts (LST) characterized by estuarine incised valley fills and transgressive sand ridges during tidal-influenced periods.
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1. Late Triassic channel systems of the Loppa High, SW Barents Sea
UIT
The Arctic University of Norway,
Faculty of science and technology
Department of Geology
29 January 2016
Tromsø, Norway
Master thesis in
GEO-3900
Student - Agafonova Olga
Supervisor – Stefan Buenz
2. 1. Introduction
1.1 Objectives
1.2 Background (brief introduction to channels)
2. Regional geology
3. Dataset and methodology
4. Results & discussion
4.1 Seismic stratigraphy
4.2 Controls over sediment distribution and deposition
4.3 Interpretation of channel systems
4.3.1 Channel Grid #1
4.3.2 Channel Grid #2
4.3.3 Channel Grid #3
4.3.4 Criteria for distinguishing between mud- and sand-filled channels
4.3.5 Channel dimensions
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Page 2
Content
3. Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Page 3
Content
1. Introduction
1.1 Objectives
1.2 Background (brief introduction to channels)
2. Regional geology
3. Dataset and methodology
4. Results & discussion
4.1 Seismic stratigraphy
4.2 Controls over sediment distribution and deposition
4.3 Interpretation of channel systems
4.3.1 Channel Grid #1
4.3.2 Channel Grid #2
4.3.3 Channel Grid #3
4.3.4 Criteria for distinguishing between mud- and sand-filled channels
4.3.5 Channel dimensions
4. Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
To reveal the presents and distribution of fluvial paleo-channels of Late Triassic interval
To visualize, describe and improve an understanding of ancient paleo-channel systems
To provide a basis sedimentology insight into development of channel sandstone bodies of the
Snadd formation
Objectives
Page 4
5. Background
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Meandering fluvial system
• Single channel thread
• Follows a sinuous path
• Erosion on outer bank
• Deposition on inner bank
• Development of meander
loops
Braided fluvial system
• High stream power
• High rates of erosion and
deposition
• Coarse-grained channel-fill
Anastomosed fluvial system
• Laterally stable
• Low gradient
• Highly sinuous
Laterally accreted deposits
Page 5
Lenticular storeys
geometry with fining
upwards succession
6. Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Page 6
Content
1. Introduction
1.1 Objectives
1.2 Background (brief introduction to channels)
2. Regional geology
3. Dataset and methodology
4. Results & discussion
4.1 Seismic stratigraphy
4.2 Controls over sediment distribution and deposition
4.3 Interpretation of channel systems
4.3.1 Channel Grid #1
4.3.2 Channel Grid #2
4.3.3 Channel Grid #3
4.3.4 Criteria for distinguishing between mud- and sand-filled channels
4.3.5 Channel dimensions
7. Regional geology
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Location of the Barents Sea and approximate
location of Loppa High
A’
A
Dataset
Modified from Evy Glostard-Clarc.
succession
Structural elements of the western Barents Sea.
Location of 3D seismic dataset (LN09M01)
Regional seismic cross- section from NW to SE of the Western Barents Sea
A northwest to southeast seismic line towards paleo-Loppa High
Loppa High
S5 - Upper Snadd (Late Triassic)
S4 - Lower Snadd (Middle Triassic)
The study area
Page 7
8. Stratigraphy & Tectonic evolution
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Chronostratigraphic chart of the study area
Study
area
Siltstone Sandstone Evaporate
Uplift and
erosion
Uplift and
erosion
Uplift and
glacial
erosion
Early Triassic
Middle Triassic
Late Triassic
General shallowing depositional
environment of Triassic
Page 8
9. Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Page 9
Content
1. Introduction
1.1 Objectives
1.2 Background (brief introduction to channels)
2. Regional geology
3. Dataset and methodology
4. Results & discussion
4.1 Seismic stratigraphy
4.2 Controls over sediment distribution and deposition
4.3 Interpretation of channel systems
4.3.1 Channel Grid #1
4.3.2 Channel Grid #2
4.3.3 Channel Grid #3
4.3.4 Criteria for distinguishing between mud- and sand-filled channels
4.3.5 Channel dimensions
10. Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
The study area 3D survey LN09M0
3D original and cropped seismic cubes The frequency spectra of the seismic volume (LN0901)
Availability of exploratory well data
15 HZ 65 HZ
34 HZ
Seismic data
•Flat top
•Broad frequency
spectrum of 15-65 Hz
•Peak frequency 34 HZ
Page 10
Dataset
11. Methodology
Generation of time-to-depth relationship
Seismic interpretation
(horizons correlation)
Seismic multi-attributes generation Spectral decomposition Geobody extractionAdvanced visualization methods
7120/1-1
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Page 11
Complex interpretation
Interpretation
Delineation
Visualization
The adopted
methodology
12. Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Page 12
Content
1. Introduction
1.1 Objectives
1.2 Background (brief introduction to channels)
2. Regional geology
3. Dataset and methodology
4. Results & discussion
4.1 Seismic stratigraphy
4.2 Controls over sediment distribution and deposition
4.3 Interpretation of channel systems
4.3.1 Channel Grid #1
4.3.2 Channel Grid #2
4.3.3 Channel Grid #3
4.3.4 Criteria for distinguishing between mud- and sand-filled channels
4.3.5 Channel dimensions
13. Results – Seismic stratigraphy
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Time-thickness map, showing
westward-thickening of S5
upper Snadd
Seismic cross-section showing upper Snadd sequence (S5)
Paleogeographic map in parts of Snadd
Fm, showing paleo-environments during
Late Triassic
S5 Upper Snadd
Deltaic (Upper Snadd)
Shallow-shelf (Lower Snadd)
MFS
Distribution of sediments
Page 13
Directions of the main
sediment transport
14. Results - Interpretation of channel systems
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Interpreted seismic section through the 3D seismic dataset
Snadd Fm
Schematic diagram
relative to time-lines of
Triassic Formations
Geobodies of nine observed
channel system extracted from
-1088 ms to -1152 ms interval of
the Upper Snadd Formation
Triassic
Snadd Fm
S5
S4
Page 14
15. Results - Controls over sediment distribution and deposition
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Expected thickness profile of a
channelized body
maximum thickness,
sediment sorting
Longitudinal profile of channel Grid 1
coarser sediment accumulation
on the outside deeper part of the
channel bends
Page 15
16. Results – Grid #1
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
RGB-Envelope-SO Semblance opacity blend
Most negative curvature
attribute
Combined most negative and most positive
curvature attributeVariance time-slice
Seismic amplitude
signature
Instantaneous frequency
Spectral decomposition
Channel belt deposits:
•homogeneous
•well-sorted
•sandstones
•mud-rich levees
•vertical U-shaped
reflectors package
•Incised
•flanked by levees
Page 16
17. Results
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Chanel Grid 1
Migrating channel segment
leading to accretion and
preservation of channel-belt
deposits
Spatial distribution of coarse-grained channel-belt deposits
Successive migration
of the river channel
Grid 1
Page 17
18. Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Results – Channel #2
Variance attribute time-slice
Time-slice through most
positive curvature attribute
Stratal slice through combined
most negative and most positive
curvature attributes
Seismic amplitude signature
RMS, Envelope and Gradient Magnitude show strong ribbon–like amplitude anomaly
Channel belt deposits:
•homogeneous
•well-sorted
•sandstones
•mud-rich levees
•High amplitude V-shaped
reflectors package
•Incised
•Flanked by levees
Page 18
19. Results
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Chanel Grid 2
Channel migration leading to preservation of
channel-belt deposits
Shape and connectivity
of deposits
Successive
migration of
the river
channel Grid 2
Page 19
20. Results – Channel #3
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
instantaneous
frequency attribute
Standard frequency
decomposition RGB
Combines most positive and most negative curvature attributeVariance attribute
Seismic amplitude signature
Page 20
Channel belt deposits:
•mud-filled
•sand-prone levees
21. Results
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Chanel Grid 3
Spatial distribution of
coarse-grained channel-
belt deposits
Channel migration leading to preservation of channel-belt deposits
Shape and connectivity
of channel- belt deposits
Successive migration of the
river channel Grid 3
Page 21
22. Results - Criteria for distinguishing between mud- and sand-filled channels
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Page 22
Sand-filled channel type 1
Low to moderate amplitude
Moderate reflectivity
Weakly-laterally confined reflection (red rectangle)
Shape: wide, flat or locally wavy base
Moderate sinuosity
Variable width
Development of localized meander scrolls, sandy
basal-lag and sandy point bars
Sand-filled channel type 2
Moderate to high amplitude
Moderate to high reflectivity
Well-laterally confined reflection (red rectangle)
Shape: narrow. mounded base
Moderate sinuosity
Variable width in Variance and SO Semblance
Development of minor isolated basal-lag sand
bodies
Mud filled channel.
Low to moderate amplitude
Moderate reflectivity
Laterally confined reflection (red rectangle)
Shape; flat, locally wavy base, wider
Moderate sinuosity
Apparent constant width in Variance and SO
Semblance
Development of minor point bars and shale baffles
Based on the information:
•Seismic attributes
•Geomorphology
•Internal seismic architecture
23. Results - Channel dimensions
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Earliest channel evolution
stage
Latest channel evolution
stage
Planform geometries
*Sinuosity indicates the degree of meandering and channel migration.
Page 23
•Continuing channel migration
•Enlargement of meander bend amplitude
•Increased sinuosity
Classification of rivers sinuosity, after (Rosgen, 2007), based on the
morphological characteristics of river channels.
24. Conclusions
Late Triassic channel systems at the Loppa High, SW Barents Sea
Agafonova Olga
Page 24
An interval of fluvial channel bodies is defined within upper (S5) part of the Snadd
formation
The fluvial channel migration leads to accretion and preservation of point bar and
concave-bank deposits within fluvial channel belts and affects their geometry and shape
Migration of river channel control the geometry of and orientation of channel-belt
deposits
The maximum thickness of coarse-grained deposits found on the closest bank to the
thalweg, corresponding to the location of meander bends
Channels have been classified into three types based on their geomorphology and
internal seismic architectures
25. 29 January 2016
Tromsø, Norway
Master thesis in
GEO-3900
UIT
The Arctic University of Norway,
FACULTY OF SCIENCE AND TECHNOLOGY
Department of Geology
Thank you for your attention