3D Geologic Subsurface Modeling Within the Mackenzie Plain, Northwest Territories, Canada
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Pre-Vashon Interglacial Deposit Investigation
Investigation of a Pre-Vashon Interglacial Fine-Grained Organic-Rich Sedimentary Deposit, South Lake Union, Seattle, Washington Cody Gibson A report prepared in partial fulfillment of the requirements for the degree of Master of Science Earth and Space Sciences: Applied Geosciences University of Washington March 2017 Project Mentors: Kathy Troost, University of Washington Matt Smith, GeoEngineers Inc. Internship Coordinator: Kathy Troost Reading Committee: Kathy Troost Juliet Crider MESSAGe Technical Report Number: 56 ©Copyright Cody Gibson i Executive Summary This study evaluates a fine-grained interglacial deposit found in the subsurface of the South Lake Union (SLU) area, Seattle, Washington. The nearly one-square-km SLU study area is defined as north of Denny Way, south of Aloha Street, east of Aurora Avenue, and west of Interstate 5. The evaluation required an in-depth study of over 600 existing geotechnical and environmental boring logs found for the study area. My evaluation consisted of mapping the distribution, determining the depositional environment, and characterizing the organic-rich pre-Vashon deposits. The fine-grained organic-rich deposits correlate to the Olympia formation, which occurred prior to the last glaciation of the Puget Sound Lowland known as the Vashon. To characterize the subsurface conditions in SLU, I assigned the materials described on the boring logs to one of 3 basic layers: pre-Vashon, Olympia Formation (Qob), and Vashon. In the SLU, the Qob consists of grey silt with interbeds of sand and gravel, and has an abundance of organic debris including woody debris such as well-preserved logs and branches, fresh-water diatoms, and fresh-water aquatic deposits such as peat. -
Variability of Hydraulic Conductivity and Sorption in a Heterogeneous Aquifer
VARIABILITY OF HYDRAULIC CONDUCTIVITY AND SORPTION IN A HETEROGENEOUS AQUIFER by GRACE HARRIET FOSTER-REID B.S. Civil Engineering, Rice University (1992) Submitted to the Department of Civil and Environmental Engineering in Partial Fulfillment of the Degree of MASTER OF SCIENCE IN CIVIL AND ENVIRONMENTAL ENGINEERING at the MASSACHUSETTS INSTITUTE OF TECHNOLOGY March 1994 © 1994 Grace H. Foster-Reid All rights reserved The author hereby grants to M.I.T permission to reproduce and to distribute copies of this thesis document in whole or in part. ~ 7 Signature of the Author _ _ Department of Civil and Environmental Engineering March 16. 1994 Certified by Lynn W. Gelhar Professor of Civil and Environmental Engineering - r) Thesis Supervisor Accepted by n Sus osseforPJoseph ment Graduater Committee Barker Enr VARIABILITY OF HYDRAULIC CONDUCTIVITY AND SORPTION IN A HETEROGENEOUS AQUIFER by GRACE HARRIET FOSTER-REID Submitted to the Department of Civil and Environmental Engineering March, 1994 In Partial Fulfillment of the Requirements for the Degree of Master of Science in Civil and Environmental Engineering ABSTRACT The variability of the hydraulic conductivity (K) and the sorption coefficient (Kd) and the correlation between these two variables leads to the enhanced dispersion of contaminants. Seventy-three (73) samples, at a spacing of 0.5 m, were taken from a horizontal transect, and 26 samples, at a sampling interval of 0.15 m, were taken from a vertical transect on a vertical undisturbed face at the Handy Cranberry Bog on Cape Cod, Massachussetts. The soils at this site, Mashpee Pitted Plain Deposits, are composed of the same glaciofluvial outwash sediments as the soils at the USGS test site. -
Environmental Rockworks 2021®–Environmental
RockWorks 2021®–Environmental RockWorks 2021®–Environmental Mapping Tools • Borehole location maps with detailed data labels • Contaminant concentration maps with lines and color fills, custom color tables, date filters • Plan- and surface-based slices from 3D models • Stiff diagram maps • Time-graph maps for user-selected analytes • Potentiometric surface maps • Flow maps in 2D and 3D • Coordinate systems/conversions: lon/lat, UTM, State Plane, local, custom Borehole Database Tools • Cross sections: multi-panel projected and hole to hole, with borehole logs and/or interpolated panels • Correlations: model-based and “EZ” panels, snapping tools for hand-drawn correlations • Borehole logs in 2D and 3D • 3D fence diagrams • Surface modeling of stratigraphic layers and water levels • Plume modeling of analytical data, with display as voxel or isosurface diagrams, 2D plan and section slices • Solid modeling of lithologic materials, geophysical and geotechnical measurements • Volume reports of lithologic and stratigraphic models, contaminant extraction models • Bulk data imports from Excel, text, LAS, other databases Other Tools • Time-based animations • Piper and Durov diagrams with TDS circles, Stiff diagrams for multiple samples • Water level drawdown diagrams and surfaces • 2D editing tools: contour lines, text, shapes, legends, images • Composite scenes in 3D with maps, logs, surfaces, solids, panels, surface objects • Page layout program for small to large format presentations and posters • Exports to GIS Shapefiles, CAD DXF, raster formats, Google Earth Borehole logs, cross sections, concentration maps, plume models, geology models, time-based • Image import and rectification animations, geochemistry diagrams and more. RockWorks will help the environmental professional • Program automation along the path from site characterization to remediation planning and execution. -
Software, Consulting & Training
Software, Consulting & Training. For over 37 Years. 1 800.775.6745 • www.rockware.com 1 RockWare Consulting Table of Contents Index Consulting ............................................................... 3 Adaptive Groundwater ...............................32 RockWare YouTube Videos......................6 AqQA ..........................................................................27 RockWorks .............................................................8 Aqtesolv ................................................................. 35 LogPlot.....................................................................22 ChemPoint Pro ..................................................37 AqQA ..........................................................................27 ChemStat ...............................................................37 PetraSim ................................................................28 Consulting ............................................................... 3 PetroVisual ...........................................................30 DeltaGraph ..........................................................38 Adaptive Groundwater ...............................32 Didger .......................................................................42 WellCAD .................................................................33 Grapher ...................................................................39 GS+ .............................................................................. 34 GS+ ............................................................................. -
Rockware Catalog 2019.Indd
RockWare Software, Consulting & Training. For over 36 Years. ® Environmental Geotechnical Hydrology Mining Petroleum 303.278.3534 ∙ 800.775.6745 (U.S.) • +41 91 967 52 53 (Europe) • www.RockWare.com 1 800.775.6745 • www.rockware.com 1 RockWorks17® RockWorksRockWorks isis aa comprehensivecomprehensive programprogram Professional Applications for RockWorks include: thatthat offersoffers visualizationvisualization andand modelingmodeling ofof spatialspatial datadata andand subsurfacesubsurface data.data. WhetherWhether Petroleum youyou areare aa petroleumpetroleum engineer,engineer, environmentalenvironmental Well spotting, structural and isopach mapping, logs and cross scientist,scientist, hydrologist,hydrologist, geologist,geologist, oror sections, stratigraphic models and fences, production graphs p. 3 educator,educator, RockWorksRockWorks containscontains toolstools thatthat willwill savesave timetime andand money,money, increaseincrease Environmental Borehole database for lithologic, stratigraphic, analytical data; profiprofi tability,tability, andand provideprovide youyou withwith aa point and contour maps, logs, cross sections, plume models . competitivecompetetive edge edge through through high-quality high-quality p 4 graphics,graphics, models,models, andand plots.plots. Mining Drillhole database for lithologic, assay, geophysical data; 2D NowDownload 64-bit! a trial version at and 3D log diagrams, block modeling, detailed volume tools p. 5 Download a full-functional trial version at Geotechnical www.rockware.com Borehole database for lithologic, geophysical, geotechnical data; logs, sections, surface/solid models, structural tools p. 6 RockWorks Feature Levels Buy just the tools you need! All are offered with Annual (Rental), Single or Concurrent (Network) Licenses. Starting prices are shown here. Bulk discounts are available RockWorks BASIC – Utilities and Logs & Log Sections $650 Rental | $1,500 Single | $2,625 Network Create maps, models, charts and diagrams in 2D and 3D from spatial and structural data in the program datasheet. -
Coal Evaluation Case Study Using the Rockworks Playlist 11/30/20/JPR
Coal Evaluation Case Study Using the RockWorks Playlist 11/30/20/JPR Introduction The purpose of this paper is to show how the RockWorks Playlist tool can be used to evaluate geology based solely on data within the RockWorks Datasheet as opposed to the Borehole Manager database. The study area is a small-scale hypothetical coal field comprised of three semi-continuous seams (Figure 1). The endgame is to determine where to extract coal that meets a set of user-defined criteria including overburden thickness, interburden thickness, BTUs, sulfur content, ash content, and areal extent (Figure 2). This is a highly-selective methodology referred to as “surgical mining” or “high-grading.” Figure 1. Fence Diagram Depicting Semi-Continuous Interburden & Coal Seams (Vertical Exaggeration = 4X) Page 1 of 60 Figure 2. Preliminary Extraction Plan Based on Multiple Optimization Parameters (Vertical Exaggeration = 4X) Please note that this approach could readily be applied to other types of stratigraphic deposits (sand, gravel, clay, trona, gypsum, etc.). The only caveat is that this approach uses grid-based modeling, in which the parameters for each borehole are considered to be vertically constant. For example, for any given borehole there is only one BTU value for Coal #1 which means that the BTU values from the top to the base of Coal #1 at that particular point do not vary. If these types of assumptions are unacceptable (e.g. grade varies vertically within stratigraphic intervals), the data must be entered into the RockWorks Borehole Manager database which will use true 3D block modeling methods, thereby allowing for vertical variations within any of the individual unit properties. -
Testing the Methodology for Site Descriptive Modelling Application for the Laxem a R Area
SE0200328 Tecnnicai Testing the methodology for site descriptive modelling Application for the Laxem a r area Johan Andersson, JA Streamflow AB Johan Berglund, SwedPower AB Sven Follin, SF Geoiogic AB Eva Hakami, Itasca Geomekanik AB Jan Halvarson, Svensk Kärnbränslehantering AB Jan Hermanson, Golder Associates AB Marcus Laaksoharju, Geopoint Ingvar Rhen, Sweco VBB/VIAK Carl-Henric Wahlgren, Sveriges Geologiska Undersökning August 2002 Svensk Kärnbränslehantering AB Swedish Nuclear Fuel and Waste Management Co Box 5864 SE-102 40 Stockholm Sweden Tel 08-459 84 00 +46 8 459 84 00 Fax 08-661 57 19 +46 8 661 57 19 S/44 Testing the methodology for Application for the Laxemar area Johan Andersson, JA Streamflow AB Johan Berglund, SwedPower AB Sven Follin, SF Geologie AB Eva Hakami, Itasca Geomekanik AB Jan Halvarson, Svensk Kärnbränslehantering AB Jan Hermanson, Golder Associates AB Marcus Laaksoharju, Geopoint Ingvar Rhen, Sweco VBB/VIAK Carl-Henric Wahlgren, Sveriges Geologiska Undersökning August 2002 An important part of the Swedish Nuclear Fuel and Waste Management Company (SKB) preparation for the site investigations starting in 2002 concerns Site Descriptive Modelling. SKB has conducted two parallel subprojects in this area. The first entailed establishing the first version (version 0) of the Site Descriptive Model of the three sites North Tierp, Forsmark and Simpevarp. An essential part of this work is compiling existing data and interpretations of these sites in a regional scale. The other subproject, presented in this report, concerns testing the Methodology for Site Descriptive Model- ling by applying it to the existing data obtained from investigation of the Laxemar area, which is a part of the Simpevarp site. -
3-D Geomodelling for Site Characterization
© 2018 JETIR June 2018, Volume 5, Issue 6 www.jetir.org (ISSN-2349-5162) 3-D GEOMODELLING FOR SITE CHARACTERIZATION Mr. D. S. Aswar, Department of Civil Engineering, Sinhgad College of Engineering, Pune. Dr. P. B. Ullagaddi Department of Civil Engineering, S.G.G.S. Institute of Engineering & Technology, Nanded. ABSTRACT-The paper present an overview of the basics of 3-D geological models, , model types, modelling approaches, modelling methodology, applications and the modelling limitations. The other related modelling aspects such as model validity and associated uncertainties of 3-D Modelling are elaborated. The implications of geomodelling for Site Characterization of engineering projects are discussed. KEYWORDS-Modelling Approach, Modelling Software. Uncertainties in Modelling INTRODUCTION TO GEOLOGIC MODELS The heterogeneous data gathered during site investigations, is not a straightforward information pool for decision makers and the other end-users, as it needs to be reinterpreted by experts for specific purposes. The homogenization of multiple, mostly analogous, data sets, and their subsequent integration into the modelling process to form a 3-D structure model, adds value to the existing database information. One of the advantages in a 3-D modelling system is the visualization of multidisciplinary information sets and their spatial relation in three dimensions, allowing new insights into the nature of the subsurface. It enables to visualize the geological subsurface in terms of the lateral distribution and thickness of each geological unit as well as the succession of the geological units. (Neber A., et al. 2006.). As per the Commission of the International Association for Engineering Geology and the Environment (IAEG) working on the 'Use of Engineering Geological Models' (C25), the engineering geological models for geotechnical project are an essential tool for engineering quality control and provide a reliable means of identifying project-specific, critical geological issues and parameters. -
Global Mapper User's Manual Global Mapper User's Manual
Global Mapper User's Manual Global Mapper User's Manual Download Offline Copy If you would like to have access to the Global Mapper manual while working offline, click here to download the manual web pages to your local hard drive. To use the manual offline, unzip the downloaded file, then double-click on the Help_Main.html file from Windows Explorer to start using the manual. If you would like context-sensitive help from Global Mapper to use the help files that you have downloaded rather than the online user's manual, create a Help subdirectory under the directory in which you installed Global Mapper (by default this will be C:\Program Files\GlobalMapper10) and unzip the contents of the zip file to that directory. Open Printable/Searchable Copy (PDF Format) Table of Contents 1. ABOUT THIS MANUAL a. System Requirements b. Download and Installation c. Registration 2. TUTORIALS AND REFERENCE GUIDES ♦ Tutorial - Getting Started with Global Mapper and cGPSMapper - Guide to Creating Garmin-format Maps ♦ Video Tutorials - Supplied by http://globalmapperforum.com ◊ Video Tutorial - Changing the Coordinate System and Exporting Data ◊ Video Tutorial - Viewing 3D Vector Data ◊ Video Tutorial - Creating a Custom 3D Map ◊ Video Tutorial - Downloading Free Maps/Imagery from Online Sources ◊ Video Tutorial - Exporting Current "Zoom Level" Using the Screenshot Function ◊ Video Tutorial - Exporting Elevation Data to a XYZ File ◊ Video Tutorial - Creating Maps and Overlays for Google Earth ◊ Video Tutorial - Georectifying Imagery/PDF Files 101 ◊ Video -
Structural, Petrophysical and Geological Constraints in Potential
https://doi.org/10.5194/gmd-2021-14 Preprint. Discussion started: 30 March 2021 c Author(s) 2021. CC BY 4.0 License. https://doi.org/10.5194/gmd-2021-14 Preprint. Discussion started: 30 March 2021 c Author(s) 2021. CC BY 4.0 License. https://doi.org/10.5194/gmd-2021-14 Preprint. Discussion started: 30 March 2021 c Author(s) 2021. CC BY 4.0 License. https://doi.org/10.5194/gmd-2021-14 Preprint. Discussion started: 30 March 2021 c Author(s) 2021. CC BY 4.0 License. https://doi.org/10.5194/gmd-2021-14 Preprint. Discussion started: 30 March 2021 c Author(s) 2021. CC BY 4.0 License. geological information can be incorporated in inversion using model and structural covariance matrices by assigning weights that vary spatially. In such case, Tomofast-x allows utilising prior information extensively. Furthermore, Tomofast-x allows the use of an arbitrary number of prior and starting models enabling the 115 investigation of the subsurface in a detailed and stochastic-oriented fashion. Tomofast-x was initially developed for application to regional or crustal studies (areas covering hundreds of kilometres), and retains this capability. The current version of Tomofast-x is now more versatile as development is now directed toward use for exploration targeting and the monitoring of natural resources (kilometric scale). Lastly, in addition to inversion, Tomofast-x offers the possibility to assess uncertainty in the recovered models. 120 The uncertainty assessments include: statistical measures gathered from the petrophysical constraints; posterior least-squares variance matrix of the recovered model (in the Least Squares with QR-factorization algorithm – LSQR – sense of Paige and Saunders 1982, see 2.5), and the degree of structural similarity between the models (for joint inversion or structurally constrained inversion). -
Locating the Seattle Fault in Bellevue, WA: Combining Geomorphic Indicators with Borehole Data
Locating the Seattle Fault in Bellevue, WA: Combining geomorphic indicators with borehole data Rebekah Cesmat A report prepared in partial fulfillment of the requirements for the degree of Master of Science Earth and Space Sciences: Applied Geosciences University of Washington November 2014 Project mentor: Brian Sherrod, U.S. Geological Survey, Research Geologist; University of Washington affiliate faculty Internship coordinator: Kathy Troost Reading committee: Alison Duvall Kathy Troost Juliet Crider MESSAGe Technical Report Number: [014] ©Copyright 2014 Rebekah Cesmat i Abstract The Seattle Fault is an active east-west trending reverse fault zone that intersects both Seattle and Bellevue, two highly populated cities in Washington. Rupture along strands of the fault poses a serious threat to infrastructure and thousands of people in the region. Precise locations of fault strands are still poorly constrained in Bellevue due to blind thrusting, urban development, and/or erosion. Seismic reflection and aeromagnetic surveys have shed light on structural geometries of the fault zone in bedrock. However, the fault displaces both bedrock and unconsolidated Quaternary deposits, and seismic data are poor indicators of the locations of fault strands within the unconsolidated strata. Fortunately, evidence of past fault strand ruptures may also be recorded indirectly by fluvial processes and should also be observable in the subsurface. I analyzed hillslope and river geomorphology using LiDAR data and ArcGIS to locate surface fault traces and then compare/correlate these findings to subsurface offsets identified using borehole data. Geotechnical borings were used to locate one fault offset and provide input to a cross section of the fault constructed using Rockworks software. -
High Resolution Facies Architecture and Digital
High resolution facies architecture and digital outcrop modeling of the Sandakan formation sandstone reservoir, Borneo: Implications for reservoir characterization and flow simulation Numair Siddiqui, Mu Ramkumar, Abdul Hadi A. Rahman, Manoj Mathew, M. Santosh, Chow Sum, David Menier To cite this version: Numair Siddiqui, Mu Ramkumar, Abdul Hadi A. Rahman, Manoj Mathew, M. Santosh, et al.. High resolution facies architecture and digital outcrop modeling of the Sandakan formation sandstone reser- voir, Borneo: Implications for reservoir characterization and flow simulation. Geoscience Frontiers, Elsevier, 2018, pp.1-15. 10.1016/j.gsf.2018.04.008. hal-02376232 HAL Id: hal-02376232 https://hal.archives-ouvertes.fr/hal-02376232 Submitted on 22 Nov 2019 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Geoscience Frontiers xxx (2018) 1e15 HOSTED BY Contents lists available at ScienceDirect China University of Geosciences (Beijing) Geoscience Frontiers journal homepage: www.elsevier.com/locate/gsf Research Paper High resolution facies architecture and digital outcrop modeling of the Sandakan formation sandstone reservoir, Borneo: Implications for reservoir characterization and flow simulation Numair A. Siddiqui a,*, Mu. Ramkumar b, Abdul Hadi A. Rahman a, Manoj J. Mathew c, M.