LNAPL MANAGEMENT: SHORT-COURSE INTRODUCTION
|
|
- Kevin Ball
- 7 years ago
- Views:
Transcription
1 LNAPL MANAGEMENT: SHORT-COURSE INTRODUCTION CHARACTERIZING AND MANAGING LNAPL SITES: October 5, 2016 Tools & Strategies for Risk-based Decision Making
2 Workshop Agenda Fundamentals of multiphase fluids in porous media LNAPL conceptual site models (LCSM) and risk-based approach Tools for investigation, LCSM development and remedial evaluation Case study examples Risk-based LNAPL regulatory programs OM&M, operational efficiency and lifecycle considerations Liability Management Considerations
3 LNAPL Science & Policy Background 1980s 1990s Work on hysteresis, soil physics Early multiphase modeling Fluorescence tools (1990s) API LNAPL Toolkit EPA RTDF MA LSPA white papers ASTM LCSM guidance (2006) ITRC guidance (2009) Policy shifts (ongoing) ASTM guidance: Est. LNAPL Transmissivity (2013) ASTM LCSM guidance update (2014) ITRC guidance update (underway) API NSZD guidance (underway)
4 Definitions NAPL = non-aqueous phase liquid composed of one or more organic compounds that are immiscible or sparingly soluble in water ( separate phase ) LNAPL = light non-aqueous phase liquid with specific gravity <1 (less dense than water) > Common LNAPLs: gasoline, diesel and other fuels, lubricants, and crude oil > Product, oil, PSH (phase separated hydrocarbons), SPH (separate phase hydrocarbons), LPH (liquid phase hydrocarbons), are older equivalent terms > Multi-component hydrocarbon mixtures produce COCs in the environment
5 Misconceptions about LNAPL in the Subsurface There is no LNAPL on site because it is not measured in wells LNAPL enters the pores just as easily as groundwater All pores in an LNAPL plume are filled with LNAPL LNAPL floats on the water table or the capillary fringe like a pancake and doesn t penetrate below the water table Thickness in the well is exaggerated by a factor of 4 LNAPL thickness in a well is always equal to the formation thickness LNAPL plumes always spread directly down the water table gradient LNAPL plumes only stabilize after residual oil saturations exist everywhere You can recover all LNAPL in contact with groundwater Based in part on ITRC (2009) and Garg (2010)
6 Development of LNAPL Conceptual Models Pancake Conceptual Model > 1970 s 80 s > LNAPL occupies 100% of porosity > In-well LNAPL thickness is about 4 times thicker in formation > Influenced regulatory policies, esp. practicability endpoints Paradigm shift to a Saturation Profile Conceptual Model > Early 1990 s > Based upon multiphase processes & replaced pancake model > Now influencing regulatory policies
7 Basis of Saturation Profile Model LNAPL co-exists (competes) with air/water in the pore network Fluid wettability, capillary forces, saturations, and relative permeabilities come into play Fluid saturations and relative permeability can be quantified Properties vary spatially Assumes homogenous fluids, porous media, and vertical equilibrium.
8 Comparison of Conceptual Models
9 Implications of Paradigm Shift By itself, in-well LNAPL thickness is meaningless Oil saturation profile depends on > Matrix properties > Fluid properties > In-well thickness Oil saturation profile effects volume, mobility, recoverability, source stability, and longevity Oil saturation varies significantly in space and time, but can be measured or approximated using available tools (API LDRM)
10 Saturation
11 Capillary Pressure = Capillary Rise As pore size gets smaller, capillary rise gets larger. Water at less-than atmospheric pressure Water at atmospheric pressure
12 Capillary Pressure Curves Air/Water
13 van Genuchten Curves for USDA Soils Note: Calculated using USDA soil properties taken from the Carsel and Parrish (1988) Database
14 Implications for LNAPL Summary Sand and coarse-grained soils hold water less tightly and have lower θ r > Smaller displacement head > LNAPL more easily displaces water in pores > Greater LNAPL saturations Silt, clay and fine-grained soils hold water more tightly and have higher θ r > Larger displacement head > Difficult for LNAPL to displace water and enter pores > Smaller LNAPL saturations
15 Residual LNAPL Saturation LNAPL Saturation (S o ) is fraction of pore space occupied by LNAPL Residual LNAPL Saturation (S or ) is fraction of pore space occupied by LNAPL that cannot be mobilized under an applied gradient Vertical Elevation Soil Column S or Oil Saturation (%) So>Sor So<Sor Adapted from ITRC 2009
16 Volume Comparison Calculated LNAPL volume for a constant in-well product thickness of 1 meter in a 100 square meter area 10,000 9,000 Pancake Conceptualization Mobile Oil Volume (gallons) 8,000 7,000 6,000 5,000 4,000 3,000 Saturation Profile Conceptualization: Mobile Oil Volume Function of Soil Type 2,000 1,000 0 Coarse Sand Fine Sand Silt Sand
17 Volume Comparison Oil Saturation Profiles for Same Volume of Gasoline in Different Soil Types 6 5 Elevation above the Oil-Water Interface (ft) Clayey Silt Silt Fine Sand Coarse Sand 0 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% Oil Saturation
18 Relative Permeability 1 Relative Permeability Irreducible Water Saturation NAPL Water Residual Oil Saturation Core of LNAPL Plume > Highest LNAPL saturations > Highest K ro > Highest flow rate Edge of LNAPL Plume > Low LNAPL saturations > Minimal K ro > Low flow rate % Water Saturation NAPL Saturation 100% 0 As LNAPL saturation approaches residual saturation, relative permeability for LNAPL approaches zero
19 Oil Transmissivity Oil Transmissivity (T o or T n ) is the average oil conductivity multiplied by thickness of free oil zone (dimen. L 2 /T) T o = K o b, K o = hydraulic conductivity of oil b = thickness of free oil zone Describes the bulk movement and recovery, but not discrete velocity at the pore scale at plume fronts Dependent on the hydrostatic conditions (not a constant) > In general, the more disperse an LNAPL plume becomes vertically and laterally, the smaller the transmissivity
20 Summary of Attributes of the Saturation Profile Conceptual Model Key parameters > 5 soil properties (K w,s rw,vg-α, vg-n, porosity) > 4 fluid properties (ρ ο, µ ο, air/oil surface tension, and oil/water interfacial tension) > Observed in-well LNAPL thickness Oil saturation profile calculated with these parameters Oil saturation controls oil volume and relative permeabiltity K o, T o, and M o can then be estimated
21 Displacement Head and LNAPL Migration There is a minimum LNAPL displacement entry pressure or displacement head that must be overcome for LNAPL to migrate into water-wet pores; this minimum displacement head can be related to the thickness of LNAPL in the formation If LNAPL thickness is less than this minimum thickness, then no LNAPL movement into water-wet pores occurs Field scale observations of LNAPL are consistent with LNAPL plumes that stop spreading laterally due to displacement entry pressure Water acts as a capillary barrier against continued LNAPL spreading
22 Effect of Soil Type on LNAPL Migration Migration of Gasoline in Different Soils Simulated release of 1 million gallons of gasoline over 5 years in two different soil types
23 Effect of Fluid Type on LNAPL Migration Migration of Different Product Types Simulated release of 1 million gallons of gasoline and fuel oil over 5 years in a sandy aquifer
24 Effect of Water Table Changes Increased understanding of trapping of oil in pore network that creates residual oil as water table fluctuates Rise in Water Table Fall in Water Table Oil Trapped by Capillary Forces Depth Depth Oil Trapped by Water Displacement % Oil in Pore Space % Oil in Pore Space
25 Effect of Water Table Changes Changes in Observed Well Product Thickness Due to Water Table Changes
26 LNAPL Thickness in Well vs Water Table Elevation Diagnostic Plots Confined Aquifer Conditions Matched potentiometric surface and LNAPL thickness response (must factor in density ratio of the two fluids) LNAPL thickness increases as water table rises Adapted from ITRC Water Table Elevation (ft) LNAPL Thickness (ft) /24/ /6/1999 4/19/2001 LNAPL Thickness (ft) Unconfined Confined Potentiometric Surface (ft)
27 Confined LNAPL Conditions LNAPL thickness in well increases with increase in water level Bottom filling of well Monitoring well acts like giant pore Clay Clay Clay Gravel LNAPL Gravel LNAPL Water Water
28 Summary of Fundamentals LNAPL Transmissivity is a key parameter for LNAPL mobility & recoverability > Practical hydraulic recovery range of ft 2 /day (ITRC) > Can be readily determined via skimming or baildown testing Saturation model is basis for volume, mobility, transmissivity and recoverability estimates > Specific volume of LNAPL within soil will be greater in coarse than fine grained soil for a given LNAPL thickness Measurable LNAPL thickness in a well does not necessarily indicate mobility > LNAPL plumes generally come to stable configurations over relatively short periods of time > LNAPL plume may be stable at the LNAPL fringe, but there may be local re-distribution within the LNAPL core
29 QUESTIONS? Thank You.
LNAPL Distribution and Recovery Model (LDRM) Volume 2: User and Parameter Selection Guide. Regulatory and Scientific Affairs Department
LNAPL Distribution and Recovery Model (LDRM) Volume 2: User and Parameter Selection Guide Regulatory and Scientific Affairs Department API PUBLICATION 4760 JANUARY 2007 LNAPL Distribution and Recovery
More informationCHAPTER 7: CAPILLARY PRESSURE
CHAPTER 7: CAPILLARY PRESSURE Objective To measure capillary pressure of unconsolidated sand packs. Introduction Capillary pressure is important in reservoir engineering because it is a major factor controlling
More informationConceptual Model. Evaluating Hydrocarbon Removal from Source Zones and its Effect on Dissolved Plume Longevity and Magnitude. Source.
Evaluating Hydrocarbon Removal from Source Zones and its Effect on Dissolved Plume Longevity and Magnitude Regulatory Analysis and Scientific Affairs Department PUBLICATION NUMBER 4715 SEPTEMBER 2002 Conceptual
More informationBarometric Effects on Transducer Data and Groundwater Levels in Monitoring Wells D.A. Wardwell, October 2007
Barometric Effects on Transducer Data and Groundwater Levels in Monitoring Wells D.A. Wardwell, October 2007 Barometric Effects on Transducer Data Barometric Fluctuations can Severely Alter Water Level
More informationKey Factors for Successful DPVE Remediation at Hydrocarbon-Impacted Sites. by Wanda Sakura, John Agar & Tai Wong
Key Factors for Successful DPVE Remediation at Hydrocarbon-Impacted Sites by Wanda Sakura, John Agar & Tai Wong OUTLINE What is DPVE? Why DPVE? How to design it? How should it be operated? How well would
More informationINTEGRATED METHODS IN COST EFFECTIVE AQUIFER REMEDIATION: 3 FIELD EXPERIENCES
INTEGRATED METHODS IN COST EFFECTIVE AQUIFER REMEDIATION: 3 FIELD EXPERIENCES PRANDI Alberto XELLA Claudio: Water & Soil Remediation S.r.l., Levata di Curtatone (MN), Italy. SUMMARY Groundwater impacted
More informationCOST AND PERFORMANCE LNAPL C
REPORT FOR COST AND PERFORMANCE LNAPL C HARACTERIZATION AND REMEDIATION Multi-Phase Extraction and Dual-Pump Recovery of LNAPL at the BP Former Amoco Refinery, Sugar Creek, MO March 2005 Office of Solid
More informationOil and Gas Terms. Anticline: An arch of stratified rock layers that may form a trap for hydrocarbons.
Oil and Gas Terms American Petroleum Institute (API): The API is the trade organization for the oil and gas industry, which establishes standards governing industry operations, safety and the manufacturing
More informationUNDER DRAINAGE AND FILTER DESIGN
UNDER DRAINAGE AND FILTER DESIGN Tailings and HLP Workshop 28 April to 1 May 2010 INTRODUCTION The internal drainage is of crucial importance to the reliability and safety of a tailings dam throughout
More informationCONSTANT HEAD AND FALLING HEAD PERMEABILITY TEST
CONSTANT HEAD AND FALLING HEAD PERMEABILITY TEST 1 Permeability is a measure of the ease in which water can flow through a soil volume. It is one of the most important geotechnical parameters. However,
More informationInnovative LNAPL Recovery Techniques
Innovative LNAPL Recovery Techniques RTDF NON-AQUEOUS PHASE LIQUID (NAPL) CLEANUP ALLIANCE San Antonio, Texas February 7-8, 2006 Presented by: Patrick E. Haas P. E. Haas & Associates, LLC http://www.phaas.net
More informationJune 29, 2012 Version 1.2
June 29, 2012 Version 1.2 New Jersey Department of Environmental Protection Site Remediation Program Light Non-aqueous Phase Liquid (LNAPL) Initial Recovery and Interim Remedial Measures Technical Guidance
More information1.72, Groundwater Hydrology Prof. Charles Harvey Lecture Packet #2: Aquifers, Porosity, and Darcy s Law. Lake (Exposed Water Table)
1.72, Groundwater Hydrology Prof. Charles Harvey Lecture Packet #2: Aquifers, Porosity, and Darcy s Law Precipitation Infiltration Lake (Exposed Water Table) River Water table Saturated zone - Aquifer
More informationSite Assessment for the Proposed Coke Point Dredged Material Containment Facility at Sparrows Point
Site Assessment for the Proposed Coke Point Dredged Material Containment Facility at Sparrows Point Prepared for Maryland Port Administration 2310 Broening Highway Baltimore, MD 21224 (410) 631-1022 Maryland
More informationTECHNICAL SPECIFICATIONS CEMENT-BENTONITE SLURRY TRENCH CUTOFF WALL
TECHNICAL SPECIFICATIONS CEMENT-BENTONITE SLURRY TRENCH CUTOFF WALL SCOPE This section of the specifications includes requirements for the Slurry Trench Cutoff Wall and related work as indicated on the
More informationCHAPTER IV METHODS FOR EVALUATING RECOVERABILITY OF FREE PRODUCT
CHAPTER IV METHODS FOR EVALUATING RECOVERABILITY OF FREE PRODUCT CHAPTER IV METHODS FOR EVALUATING RECOVERABILITY OF FREE PRODUCT The primary objectives of a free product recovery system are to recover
More informationWell gauging results LNAPL in Benzol Processing Area
Well gauging results LNAPL in Benzol Processing Area 3.59 ft 0.62 ft 4.64 ft Context Scope & Methods Onshore Results Offshore Results Summary & Conclusions 13 Page 1 of 4 Underground Storage Tanks Last
More informationFrequently Asked Questions on the Alberta Tier 1 and Tier 2 Soil and Groundwater Remediation Guidelines. February 2008
Frequently Asked Questions on the Alberta Tier 1 and Tier 2 Soil and Groundwater Remediation Guidelines February 2008 Frequently Asked Questions on the Alberta Tier 1 and Tier 2 Soil and Groundwater Remediation
More informationRESERVOIR EVALUATION. The volume of hydrocarbons in a reservoir can be calculated:
RESERVOIR EVALUATION The volume of hydrocarbons in a reservoir can be calculated: 1. directly by volumetric methods 2. indirectly by material balance methods Volumetrics provide a static measure of oil
More informationFor Water to Move a driving force is needed
RECALL FIRST CLASS: Q K Head Difference Area Distance between Heads Q 0.01 cm 0.19 m 6cm 0.75cm 1 liter 86400sec 1.17 liter ~ 1 liter sec 0.63 m 1000cm 3 day day day constant head 0.4 m 0.1 m FINE SAND
More informationSOIL GAS MODELLING SENSITIVITY ANALYSIS USING DIMENSIONLESS PARAMETERS FOR J&E EQUATION
1 SOIL GAS MODELLING SENSITIVITY ANALYSIS USING DIMENSIONLESS PARAMETERS FOR J&E EQUATION Introduction Chris Bailey, Tonkin & Taylor Ltd, PO Box 5271, Wellesley Street, Auckland 1036 Phone (64-9)355-6005
More informationDrive mechanisms and displacement processes
4.3 Drive mechanisms and displacement processes This chapter covers the interpretation of depth related measurements, primary production mechanisms (or drive mechanisms), material-balance equations and,
More informationPeriod #16: Soil Compressibility and Consolidation (II)
Period #16: Soil Compressibility and Consolidation (II) A. Review and Motivation (1) Review: In most soils, changes in total volume are associated with reductions in void volume. The volume change of the
More informationINTRODUCTION TO SOIL MODULI. Jean-Louis BRIAUD 1
INTRODUCTION TO SOIL MODULI By Jean-Louis BRIAUD 1 The modulus of a soil is one of the most difficult soil parameters to estimate because it depends on so many factors. Therefore when one says for example:
More information14.330 SOIL MECHANICS Assignment #4: Soil Permeability.
Geotechnical Engineering Research Laboratory One University Avenue Lowell, Massachusetts 01854 Edward L. Hajduk, D.Eng, PE Lecturer PA105D Tel: (978) 94 2621 Fax: (978) 94 052 e mail: Edward_Hajduk@uml.edu
More information4D reservoir simulation workflow for optimizing inflow control device design a case study from a carbonate reservoir in Saudi Arabia
4D reservoir simulation workflow for optimizing inflow control device design a case study from a carbonate reservoir in Saudi Arabia O. Ogunsanwo, 1* B. Lee, 2 H. Wahyu, 2 E. Leung, 1 V. Gottumukkala 1
More informationRemediation Services & Technology
Remediation Services & Technology Miranda Cruttenden- Well Remediation Engineer Todd Studer- Business Development Manager September 2011 Agenda Near wellbore remediation Causes of formations damage Field
More informationNOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT.
September 1, 2003 CONCRETE MANUAL 5-694.300 MIX DESIGN 5-694.300 NOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT. 5-694.301
More informationU. S. Army Corps of Engineers Ground Water Extraction System Subsurface Performance Checklist
U. S. Army Corps of Engineers Ground Water Extraction System Subsurface Performance Checklist Installation Name Site Name / I.D. Evaluation Team Site Visit Date This checklist is meant to aid in evaluating
More informationBoundary Conditions of the First Kind (Dirichlet Condition)
Groundwater Modeling Boundary Conditions Boundary Conditions of the First Kind (Dirichlet Condition) Known pressure (velocity potential or total heard) head, e.g. constant or varying in time or space.
More informationFAULT SEAL ANALYSIS: Mapping & modelling. EARS5136 slide 1
FAULT SEAL ANALYSIS: Mapping & modelling EARS5136 slide 1 Hydrocarbon field structure Compartments 1 km Depth ~2.5km How to produce field? EARS5136 slide 2 Predict flow patterns and communication Fault
More informationBS PROGRAM IN PETROLEUM ENGINEERING (VERSION 2010) Course Descriptions
BS PROGRAM IN PETROLEUM ENGINEERING (VERSION 2010) Course Descriptions PETE201 Introduction to Petroleum Engineering (Core) (1-0-1) The course's main goal is to provide the student with an overview of
More informationObjectives. Describing Waterflooding. Infill Drilling. Reservoir Life Cycle
Objectives Describing Waterflooding Definition Objectives Candidates Patterns Oil, water, and gas saturations Fractional flow Performance measures Practices and problems Reservoir monitoring 1 2 Reservoir
More informationFigure 2-10: Seismic Well Ties for Correlation and Modelling. Table 2-2: Taglu Mapped Seismic Horizons
GEOPHYSICAL ANALYSIS Section 2.2 P-03 Synthetic Well Tie P-03 V sh Well Tie (checkshot corrected) Time (s) Velocity Density Impedance V sh Synthetic Seismic (m/s) (g/cm 3 ) HD/KB Trace Number GR 20 30V
More informationDetermination of Thermal Conductivity of Coarse and Fine Sand Soils
Proceedings World Geothermal Congress Bali, Indonesia, - April Determination of Thermal Conductivity of Coarse and Fine Sand Soils Indra Noer Hamdhan 1 and Barry G. Clarke 2 1 Bandung National of Institute
More informationCHAPTER 13 LAND DISPOSAL
CHAPTER 13 LAND DISPOSAL Supplemental Questions: Which of Shakespeare's plays is the source of the opening quote? The Tempest [1611-1612],Act: I, Scene: i, Line: 70. 13-1. Cite four reasons landfills remain
More informationIntroduction. The following is an outline of the contents of this paper: Definition of Artificial Lift Page 2. How an Oil Well is Produced Page 2
Introduction Canadian Oilwell Systems Company and it s subsidiaries are suppliers of oil well Electric Submersible Pumping systems (ESPs). Such pumps are used to lift oil from oil wells so that the oil
More informationUtilizing an Innovative, Effective Site Assessment and Monitoring Tool
Utilizing an Innovative, Effective Site Assessment and Monitoring Tool Jay W. Hodny, Ph.D. W. L. Gore & Associates, Inc., Elkton, MD, USA Laurie LaPlante, P.E. Kleinfelder, Inc., Salt Lake City, UT, USA
More informationReview of Groundwater Vulnerability Assessment Methods Unsaturated Zone. Dept. of Earth Sciences University of the Western Cape
Review of Groundwater Vulnerability Assessment Methods Unsaturated Zone Dept. of Earth Sciences University of the Western Cape Background Sililo et al. (2001) Groundwater contamination depends on: Intrinsic
More informationAvailable online at www.vurup.sk/petroleum-coal Petroleum & Coal 55 (4) 261-272, 2013
Petroleum & Coal ISSN 1337-7027 Available online at www.vurup.sk/petroleum-coal Petroleum & Coal 55 (4) 261-272, 2013 EVALUATION OF OIL RECOVERY AND ECONOMICS OF WATERFLOODING IN NIGERIA Chukwuemeka M.
More informationMark A. Lehar, P.Geo. Regional Environmental Lead and Senior Environmental Geologist
Mark A. Lehar, P.Geo. Regional Environmental Lead and Senior Environmental Geologist Exova Seminar: 15 January 2016 HYDRASleeve TM Focused Sampling - Monitoring Well Sampling Using No Purge HYDRASleeves
More informationIntegrated Reservoir Asset Management
Integrated Reservoir Asset Management Integrated Reservoir Asset Management Principles and Best Practices John R. Fanchi AMSTERDAM. BOSTON. HEIDELBERG. LONDON NEW YORK. OXFORD. PARIS. SAN DIEGO SAN FRANCISCO.
More informationComparison Between Gas Injection and Water Flooding, in Aspect of Secondary Recovery in One of Iranian Oil Reservoirs
Comparison Between Gas Injection and Water Flooding, in Aspect of Secondary Recovery in One of Iranian Oil Reservoirs BABAK AMINSHAHIDY 1, MEHDI FOROOZANFAR 2 1 Department of Petroleum Engineering,University
More informationTim Johnson, Mike Truex, Jason Greenwood, Chris Strickland, Dawn Wellman: Pacific Northwest National Laboratory
3D Site Characterization and Autonomous Remedial Process Monitoring Using High Performance Electrical Resistivity and Induced Polarization Tomographic Imaging Tim Johnson, Mike Truex, Jason Greenwood,
More informationSOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT RESOURCE REGULATION TRAINING MEMORANDUM
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT RESOURCE REGULATION TRAINING MEMORANDUM DATE: December 04, 1996 This document is subject to change. If in doubt, verify current status with Technical Services
More informationWELL LOGGING TECHNIQUES WELL LOGGING DEPARTMENT OIL INDIA LIMITED
WELL LOGGING TECHNIQUES WELL LOGGING DEPARTMENT OIL INDIA LIMITED The Hydrocarbon E & P Process In the exploration process, a most probable hydrocarbon bearing rock structure is defined based on seismic
More informationThe material of which a petroleum reservoir. Effects of the Workover Fluid on Wellbore Permeability. t e c h n o l o g y
Effects of the Workover Fluid on Wellbore Permeability Workover fluids used to kill oil wells for many subsurface production operations can cause many damaging problems to the formation near the wellbore.
More informationTrench Rescue by Buddy Martinette
Trench Rescue by Buddy Martinette SOIL TYPE AND TESTING It is imperative that rescue personnel understand soil types and testing procedures if the want to be competent at trench rescue operations. Determining
More informationGEOTECHNICAL ENGINEERING FORMULAS. A handy reference for use in geotechnical analysis and design
GEOTECHNICAL ENGINEERING FORMULAS A handy reference for use in geotechnical analysis and design TABLE OF CONTENTS Page 1. SOIL CLASSIFICATION...3 1.1 USCS: Unified Soil Classification System...3 1.1.1
More informationMETHOD OF TEST FOR DETERMINATION OF PERMEABILITY OF GRANULAR SOILS
Laboratory Testing Manual Date: 99 06 21 Page 1 of 7 METHOD OF TEST FOR DETERMINATION OF PERMEABILITY OF GRANULAR SOILS 1. SCOPE 1.1 This method covers the determination of the coefficient of permeability
More informationNorwegian Experience with Sandstone Augmented Water Flooding
www.senergyltd.com Norwegian Experience with Sandstone Augmented Water Flooding Susanne Larsen Norwegian Experience Polymer in Snorre and Gullfaks Lab experiments => low salinity flooding/ alkaline flooding
More informationPump-and-Treat Ground-Water Remediation A Guide for Decision Makers and Practitioners
United States Environmental Protection Agency Office of Research and Development Washington DC 20460 EPA/625/R-95/005 July 1996 Pump-and-Treat Ground-Water Remediation A Guide for Decision Makers and Practitioners
More informationCHAPTER: 6 FLOW OF WATER THROUGH SOILS
CHAPTER: 6 FLOW OF WATER THROUGH SOILS CONTENTS: Introduction, hydraulic head and water flow, Darcy s equation, laboratory determination of coefficient of permeability, field determination of coefficient
More informationInventory of Performance Monitoring Tools for Subsurface Monitoring of Radionuclide Contamination
Inventory of Performance Monitoring Tools for Subsurface Monitoring of Radionuclide Contamination H. Keith Moo-Young, Professor, Villanova University Ronald Wilhelm, Senior Scientist, U.S. EPA, Office
More informationCOST AND PERFORMANCE REPORT
COST AND PERFORMANCE REPORT Pump and Treat of Contaminated Groundwater at the United Chrome Superfund Site Corvallis, Oregon September 1998 Prepared by: SITE INFORMATION Identifying Information: United
More informationReview of Soil Moisture Calculation Method. 2. Conceptual Model of Soil Moisture Over a Shallow Water Table
1 Review of Soil Moisture Calculation Method 1. Introduction In accordance with the Habitats Directive, the Environment Agency is required to carry out an appropriate assessment when considering applications
More informationLaboratory scale electrical resistivity measurements to monitor the heat propagation within porous media for low enthalpy geothermal applications
32 CONVEGNO NAZIONALE 19-21 Novembre 2013 TRIESTE Laboratory scale electrical resistivity measurements to monitor the heat propagation within porous media for low enthalpy geothermal applications N. Giordano
More informationGAS WELL/WATER WELL SUBSURFACE CONTAMINATION
GAS WELL/WATER WELL SUBSURFACE CONTAMINATION Rick Railsback Professional Geoscientist CURA Environmental & Emergency Services rick@curaes.com And ye shall know the truth and the truth shall make you free.
More informationPeriodical meeting CO2Monitor. Leakage characterization at the Sleipner injection site
Periodical meeting CO2Monitor Leakage characterization at the Sleipner injection site Stefano Picotti, Davide Gei, Jose Carcione Objective Modelling of the Sleipner overburden to study the sensitivity
More informationVapor Phase Transport as a Groundwater Contamination Process at Arid Landfill Sites
Vapor Phase Transport as a Groundwater Contamination Process at Arid Landfill Sites G.R. Walter 1, A.M. Geddis 1, R. Murray and.w. Bentley 1 1 ydro Geo Chem, Inc. 51 W. Wetmore, Tucson, Arizona, 8575 Office
More informationGraduate Courses in Petroleum Engineering
Graduate Courses in Petroleum Engineering PEEG 510 ADVANCED WELL TEST ANALYSIS This course will review the fundamentals of fluid flow through porous media and then cover flow and build up test analysis
More informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of civil engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module - 4
More information1. Michigan Geological History Presentation (Michigan Natural Resources)
1. Michigan Geological History Presentation (Michigan Natural Resources) The Michigan Geological History Presentation provides an overview of the approximately 3 billion years of Earth Processes that the
More informationENCE 4610 Foundation Analysis and Design
This image cannot currently be displayed. ENCE 4610 Foundation Analysis and Design Shallow Foundations Total and Differential Settlement Schmertmann s Method This image cannot currently be displayed. Strength
More informationSoil Mechanics. Soil Mechanics
Soil is the most misunderstood term in the field. The problem arises in the reasons for which different groups or professions study soils. Soil scientists are interested in soils as a medium for plant
More informationLaboratory and Field Performance Assessment of Geocomposite Alternative to Gravel Drainage Overliner in Heap Leach Pads
Laboratory and Field Performance Assessment of Geocomposite Alternative to Gravel Drainage Overliner in Heap Leach Pads Aigen Zhao, PhD, PE, GSE Environmental, LLC, USA Mark Harris, GSE Environmental,
More informationIntroduction: Basic Well Completion Concepts
Introduction: Basic Well Completion Concepts Porosity Porosity is the fraction of the total volume of the rock that is pore (non rock) space or void and not made of solid pieces of the formation. It will
More informationADX ENERGY. Sidi Dhaher Well test Briefing Live Webcast, 4 July 2012. Wolfgang Zimmer, Paul Fink
ADX ENERGY Sidi Dhaher Well test Briefing Live Webcast, 4 July 2012 Wolfgang Zimmer, Paul Fink Decision to test ASX announcement, 3 October 2011 2 Decision to test: First Evidence Wellsite geologists (highly
More informationApr 17, 2000 LAB MANUAL 1302.0. 1302 PARTICLE SIZE ANALYSIS OF SOILS AASHTO Designation T 88 (Mn/DOT Modified)
Apr 17, 2000 LAB MANUAL 1302.0 1302 PARTICLE SIZE ANALYSIS OF SOILS AASHTO Designation T 88 (Mn/DOT Modified) 1302.1 SCOPE This method describes a procedure for the quantitative determination of the distribution
More informationNOTES on the CONE PENETROMETER TEST
GE 441 Advanced Engineering Geology & Geotechnics Spring 2004 Introduction NOTES on the CONE PENETROMETER TEST The standardized cone-penetrometer test (CPT) involves pushing a 1.41-inch diameter 55 o to
More informationSurfactant Remediation of LNAPL Contaminated Soil; Effects of adding alkaline and foam producing substances M.M. Parnian and Sh.
Iranian Journal of Chemical Engineering Vol. 5, No. 2 (Spring), 2008, IAChE Research note Surfactant Remediation of LNAPL Contaminated Soil; Effects of adding alkaline and foam producing substances M.M.
More informationThe QED Advantage. Put Our Experience to Work for You Now! How Free Product and DNAPL Remediation Site Conditions Affect Equipment Selection
QED ing Technologies Free Product Recovery Systems Removal Systems Genie Systems The Genie systems use a high-suction draw in The gas is a simple, free product through a floating that tracks changes with
More informationRain Gardens: Designing your Landscape to Protect Aquatic Resources. Curtis Hinman WSU Extension Faculty Watershed Ecologist chinman@wsu.
Rain Gardens: Designing your Landscape to Protect Aquatic Resources Curtis Hinman WSU Extension Faculty Watershed Ecologist chinman@wsu.edu Basic Design Characteristics Shallow landscaped depressions that
More informationCalifornia Department of Transportation Doyle Drive Test Program Contract No. 04A3362
California Department of Transportation Doyle Drive Test Program Deep Soil Mixing (DSM) /Cutter Soil Mixing (CSM) Testing Report By Malcolm Drilling Company, Inc. 3524 Breakwater Ave., Suite 108 Hayward,
More informationALL GROUND-WATER HYDROLOGY WORK IS MODELING. A Model is a representation of a system.
ALL GROUND-WATER HYDROLOGY WORK IS MODELING A Model is a representation of a system. Modeling begins when one formulates a concept of a hydrologic system, continues with application of, for example, Darcy's
More informationIntegration of reservoir simulation with time-lapse seismic modelling
Integration of reservoir simulation with seismic modelling Integration of reservoir simulation with time-lapse seismic modelling Ying Zou, Laurence R. Bentley, and Laurence R. Lines ABSTRACT Time-lapse
More informationEmbankment Consolidation
Embankment Consolidation 36-1 Embankment Consolidation In this tutorial, RS2 is used for a coupled analysis of a road embankment subject to loading from typical daily traffic. Model Start the RS2 9.0 Model
More informationUnderstanding Porosity and Permeability using High-Pressure MICP Data: Insights into Hydrocarbon Recovery*
Understanding Porosity and Permeability using High-Pressure MICP Data: Insights into Hydrocarbon Recovery* John S. Sneider 1 and George W. Bolger 2 Search and Discovery Article #40345 (2008) Posted October
More informationMETHOD A10 (a) THE DETERMINATION OF THE IN-PLACE DRY DENSITY OF SOIL OR GRAVEL BY THE SAND REPLACEMENT METHOD
METHOD A10 (a) THE DETERMINATION OF THE IN-PLACE DRY DENSITY OF SOIL OR GRAVEL BY THE SAND REPLACEMENT METHOD 1 SCOPE The in-place dry density of compacted soil or gravel, as defined below, is determined
More informationInvestigation of the Effect of Dynamic Capillary Pressure on Waterflooding in Extra Low Permeability Reservoirs
Copyright 013 Tech Science Press SL, vol.9, no., pp.105-117, 013 Investigation of the Effect of Dynamic Capillary Pressure on Waterflooding in Extra Low Permeability Reservoirs Tian Shubao 1, Lei Gang
More informationAnalysis of Oil Production Behavior for the Fractured Basement Reservoir Using Hybrid Discrete Fractured Network Approach
Advances in Petroleum Exploration and Development Vol. 5, No. 1, 2013, pp. 63-70 DOI:10.3968/j.aped.1925543820130501.1068 ISSN 1925-542X [Print] ISSN 1925-5438 [Online] www.cscanada.net www.cscanada.org
More informationPrinciples of groundwater flow
Principles of groundwater flow Hydraulic head is the elevation to which water will naturally rise in a well (a.k.a. static level). Any well that is not being pumped will do for this, but a well that is
More informationHigh Performance PSA in Sheet Membrane in Water Protection
High Performance PSA in Sheet Membrane in Water Protection Xia Cao, Senior R&D Chemist, W. R. Grace, Cambridge MA 02140 Jyoti Seth, Strategic Program Leader, W. R. Grace, Cambridge MA 02140 Concrete is
More informationOffice of Research and Development. Ground Water Issue. Steam Injection for Soil and Aquifer Remediation. Introduction.
United States Environmental Protection Agency Office of Research and Development Office of Solid Waste and Emergency Response EPA/540/S-97/505 January 1998 Ground Water Issue Steam Injection for Soil and
More informationGRADATION OF AGGREGATE FOR CONCRETE BLOCK
GRADATION OF AGGREGATE FOR CONCRETE BLOCK Although numerous papers have been written concerning the proper gradation for concrete mixes, they have generally dealt with plastic mixes, and very little published
More informationc. Borehole Shear Test (BST): BST is performed according to the instructions published by Handy Geotechnical Instruments, Inc.
Design Manual Chapter 6 - Geotechnical 6B - Subsurface Exploration Program 6B-2 Testing A. General Information Several testing methods can be used to measure soil engineering properties. The advantages,
More informationMoisture and Resilient Floor Covering
Moisture and Resilient Floor Covering Moisture related failures of resilient floor coverings installed over concrete have focused unfairly over the years on the premise that the flooring product itself
More informationStrength of Concrete
Strength of Concrete In concrete design and quality control, strength is the property generally specified. This is because, compared to most other properties, testing strength is relatively easy. Furthermore,
More informationTechnical/Regulatory Guidelines
Technical/Regulatory Guidelines Technical and Regulatory Guidance for Surfactant/Cosolvent Flushing of DNAPL Source Zones April 2003 Prepared by Interstate Technology & Regulatory Council Dense Nonaqueous
More informationModeling and Simulation of Oil-Water Flows with Viscous Fingering in Heterogeneous Porous Media.
ACMA 2014 Modeling and Simulation of Oil-Water Flows with Viscous Fingering in Heterogeneous Porous Media. H. DJEBOURI 1, S. ZOUAOUI 1, K. MOHAMMEDI 2, and A. AIT AIDER 1 1 Laboratoire de Mécanique Structure
More informationGROUNDWATER INVESTIGATION IN SITE ASSESSMENT. Technical Guidance for Contaminated Sites
GROUNDWATER INVESTIGATION IN SITE ASSESSMENT Technical Guidance for Contaminated Sites Submitted to: Land Remediation Section 10470 152nd Street Surrey, BC, Canada V3R 0Y3 REPORT Report Number: 07-1412-0162
More informationCHAPTER 2 HYDRAULICS OF SEWERS
CHAPTER 2 HYDRAULICS OF SEWERS SANITARY SEWERS The hydraulic design procedure for sewers requires: 1. Determination of Sewer System Type 2. Determination of Design Flow 3. Selection of Pipe Size 4. Determination
More informationInterim Summary Report for the Treatment Facility D Helipad In-Situ Bioremediation Treatability Test
Interim Summary Report for the Treatment Facility D Helipad In-Situ Bioremediation Treatability Test June 15, 2012 Environmental Restoration Department This work was performed under the auspices of the
More informationCourse Plan Day 1: Introduction and Overview Hydrology & Fluvial Geomorphology Day 2: Fieldwork on the Braid Burn Alan Jones
Course Plan Day 1: Introduction and Overview Hydrology & Fluvial Geomorphology Alan Jones E:mail: Alan.Jones@ed.ac.uk Water cycle Globally & Locally River shapes and forms River behaviour Closer look at
More information6. Base your answer to the following question on the graph below, which shows the average monthly temperature of two cities A and B.
1. Which single factor generally has the greatest effect on the climate of an area on the Earth's surface? 1) the distance from the Equator 2) the extent of vegetative cover 3) the degrees of longitude
More informationGROUNDWATER FLOW NETS Graphical Solutions to the Flow Equations. One family of curves are flow lines Another family of curves are equipotential lines
GROUNDWTER FLOW NETS Graphical Solutions to the Flow Equations One family of curves are flow lines nother family of curves are equipotential lines B C D E Boundary Conditions B and DE - constant head BC
More informationPOLYMER & OIL SOLIDIFIER AND ENCAPSULATOR
POLYMER & OIL SOLIDIFIER AND ENCAPSULATOR NEW! 1 2 3 4 Call 800-340-3866 or Fax 877-398-9840 This unbelievable new product is all natural, 100% organic, non-toxic, nonabrasive and is water repellent. It
More informationRESERVOIR GEOSCIENCE AND ENGINEERING
RESERVOIR GEOSCIENCE AND ENGINEERING APPLIED GRADUATE STUDIES at IFP School from September to December RGE01 Fundamentals of Geoscience I Introduction to Petroleum Geosciences, Sedimentology RGE02 Fundamentals
More informationHydraulic Conductivity Tests for Soils. Hsin-yu Shan Dept. of Civil Engineering National Chiao Tung University
Hydraulic Conductivity Tests for Soils Hsin-yu Shan Dept. of Civil Engineering National Chiao Tung University Purpose Why do we need to know the hydraulic conductivity of soil? Challenges with Hydraulic
More informationName: PLSOIL 105 & 106 First Hour Exam February 27, 2012. Part A. Place answers on bubble sheet. 2 pts. each.
Name: PLSOIL 105 & 106 First Hour Exam February 27, 2012 Part A. Place answers on bubble sheet. 2 pts. each. 1. A soil with 15% clay and 20% sand would belong to what textural class? A. Clay C. Loamy sand
More information