Subsurface Science, Technology, and Engineering
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Chapter 3. Hydrology
3 Hydrology Robert R. Ziemer and Thomas E. Lisle Overview transient snow packs during rain on snow events. l Streamflow is highly variable in mountainous l Removal of trees, which consume water, areas of the Pacific coastal ecoregion. The tends to increase soil moisture and base stream- timing and variability of streamflow is strongly flow in summer when rates of evapotranspira- influenced by form of precipitation (e.g., rain- tion are high. These summertime effects tend to fall, snowmelt, or rain on snow). disappear within several years. Effects of tree l High variability in runoff processes limits removal on soil moisture in winter are minimal the ability to detect and predict human-caused because of high seasonal rainfall and reduced changes in streamflow. Changes in flow are usu- rates of evapotranspiration. ally associated with changes in other watershed l The rate of recovery from land use processes that may be of equal concern. Studies depends on the type of land use and on the of how land use affects watershed responses are hydrologic processes that are affected. thus likely to be most useful if they focus on how runoff processes are affected at the site of disturbance and how these effects, hydrologic Introduction or otherwise, are propagated downstream. l Land use and other site factors affecting Streamflow is an essential variable in under- flows have less effect on major floods and in standing the functioning of watersheds and large basins than on smaller peak flows and in associated ecosystems because it supplies the small basins. Land use is more likely to affect primary medium and source of energy for the streamflow during rain on snow events, which movement of water, sediment, organic mate- usuallv produce larger floods in much of the rial, nutrients, and thermal energy. -
The Context of Public Acceptance of Hydraulic Fracturing: Is Louisiana
Louisiana State University LSU Digital Commons LSU Master's Theses Graduate School 2012 The context of public acceptance of hydraulic fracturing: is Louisiana unique? Crawford White Louisiana State University and Agricultural and Mechanical College, [email protected] Follow this and additional works at: https://digitalcommons.lsu.edu/gradschool_theses Part of the Environmental Sciences Commons Recommended Citation White, Crawford, "The onc text of public acceptance of hydraulic fracturing: is Louisiana unique?" (2012). LSU Master's Theses. 3956. https://digitalcommons.lsu.edu/gradschool_theses/3956 This Thesis is brought to you for free and open access by the Graduate School at LSU Digital Commons. It has been accepted for inclusion in LSU Master's Theses by an authorized graduate school editor of LSU Digital Commons. For more information, please contact [email protected]. THE CONTEXT OF PUBLIC ACCEPTANCE OF HYDRAULIC FRACTURING: IS LOUISIANA UNIQUE? A Thesis Submitted to the Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College in partial fulfillment of the requirements for the degree of Master of Science in The Department of Environmental Sciences by Crawford White B.S. Georgia Southern University, 2010 August 2012 Dedication This thesis is dedicated to the memory of three of the most important people in my life, all of whom passed on during my time here. Arthur Earl White 4.05.1919 – 5.28.2011 Berniece Baker White 4.19.1920 – 4.23.2011 and Richard Edward McClary 4.29.1982 – 9.13.2010 ii Acknowledgements I would like to thank my committee first of all: Dr. Margaret Reams, my advisor, for her unending and enthusiastic support for this project; Professor Mike Wascom, for his wit and legal expertise in hunting down various laws and regulations; and Maud Walsh for the perspective and clarity she brought this project. -
Advancing Understanding of Resource Recovery and Environmental Impacts Via Field Laboratories
Advancing Understanding of Resource Recovery and Environmental Impacts via Field Laboratories Jared Ciferno – Oil and Gas Technology Manager, NETL Upstream Workshop Houston, TX February 14, 2018 The National Laboratory System Idaho National Lab National Energy Technology Laboratory Pacific Northwest Ames Lab Argonne National Lab National Lab Fermilab Brookhaven National Lab Berkeley Lab Princeton Plasma Physics Lab SLAC National Accelerator Thomas Jefferson National Accelerator Lawrence Livermore National Lab Oak Ridge National Lab Sandia National Lab Savannah River National Lab Office of Science National Nuclear Security Administration Environmental Management Fossil Energy Nuclear Energy National Renewable Energy Efficiency & Renewable Energy Los Alamos Energy Lab National Lab 2 Why Field Laboratories? • Demonstrate and test new technologies in the field in a scientifically objective manner • Gather and publish comprehensive, integrated well site data sets that can be shared by researchers across technology categories (drilling and completion, production, environmental) and stakeholder groups (producers, service companies, academia, regulators) • Catalyze industry/academic research collaboration and facilitate data sharing for mutual benefit 3 Past DOE Field Laboratories Piceance Basin • Multi-well Experiment (MWX) and M-Site project sites in the Piceance Basin where tight gas sand research was done by DOE and GRI in the 1980s • Data and analysis provided an extraordinary view of reservoir complexities and “… played a significant role -
Subsurface Drainage Processes, by Elizabeth Keppeler, and David Brown
Subsurface Drainage Processes and Management Impacts1 Elizabeth Keppeler2 and David Brown3 Abstract: Storm-induced streamflow in forested upland watersheds is linked to he hydrologic response of forested watersheds to rain events rainfall by transient, variably saturated flow through several different flow Toccurs through several interrelated flow processes. Soil surface paths. In the absence of exposed bedrock, shallow flow-restrictive layers, or conditions determine whether rainfall will run off as surface flow or compacted soil surfaces, virtually all of the infiltrated rainfall reaches the stream whether it will infiltrate and travel through the subsurface. as subsurface flow. Subsurface runoff can occur within micropores (voids between Infiltration capacities for soils in the coastal redwood region exceed soil grains), various types of macropores (structural voids between aggregates, plant and animal-induced biopores), and through fractures in weathered and maximum rainfall intensities common in the region. Exceptions consolidated bedrock. In addition to generating flow through the subsurface, occur in isolated areas where bedrock is exposed at the land surface. transient rain events can also cause large increases in fluid pressures within a More widespread are infiltration limitations resulting from soil hillslope. If pore pressures exceed stability limits of soils and shallow geologic compaction associated with road building, landings, and other materials, landslides and debris flows may result. Subsurface monitoring of constructed surfaces. Over the great majority of forested landscapes, pipeflows and pore pressures in unchanneled swales at North Fork Caspar Creek rainfall infiltrates into the soil and flows through the subsurface to in the Jackson Demonstration State Forest began in 1985. Four sites have been streams, rivers, and lakes. -
Approach Optimizes Well Geosteering
SEPTEMBER 2018 The “Better Business” Publication Serving the Exploration / Drilling / Production Industry Approach Optimizes Well Geosteering By Christopher Viens When a change in total gamma is not based 3-D geosteering solution rather and Mark Tomlinson associated with an up or down movement than conventional 2-D geosteering soft- through stratigraphy, it indicates faulting, ware. By integrating multiple well and HOUSTON–Geosteering in horizontal a depositional anomaly, heterogeneity, or seismic surface inputs, this approach wells involves correlating logging data bedding that is not laterally continuous gives the geosteering geologist the infor- to a type log from a nearby offset well to or stratified. Because the fundamental mation to confidently resolve abrupt bed characterize the zone of interest. Corre- basis of geosteering is correlating to dip changes, identify faults, identify areas lating against a type log requires the bed- marker beds that have lateral continuity, of lateral continuity/discontinuity, identify ding thickness and gamma character of in situations where lateral continuity is stratified/unstratified zones and understand the target well to be close to that of the absent, only a low level of interpretation formation-related directional drilling tra- type log, which can be offset by miles in confidence can be achieved using tradi- jectory phenomena, etc. some cases. If not, the resulting geosteering tional correlation methods. interpretation will have unreasonable bed To maximize the benefits of azimuthal Laterally Continuous Bedding dips that do not accurately reflect the gamma imaging, a protocol has been de- In areas with laterally continuous target lithology being drilled, leaving the veloped to identify and handle challenging strata, the gamma character in the type geosteering geologist running multiple geosteering situations using a model- well typically will be present at the simultaneous interpretations in the hope that one will start to make sense as new data come in during drilling. -
Hydrogeologic Characterization and Methods Used in the Investigation of Karst Hydrology
Hydrogeologic Characterization and Methods Used in the Investigation of Karst Hydrology By Charles J. Taylor and Earl A. Greene Chapter 3 of Field Techniques for Estimating Water Fluxes Between Surface Water and Ground Water Edited by Donald O. Rosenberry and James W. LaBaugh Techniques and Methods 4–D2 U.S. Department of the Interior U.S. Geological Survey Contents Introduction...................................................................................................................................................75 Hydrogeologic Characteristics of Karst ..........................................................................................77 Conduits and Springs .........................................................................................................................77 Karst Recharge....................................................................................................................................80 Karst Drainage Basins .......................................................................................................................81 Hydrogeologic Characterization ...............................................................................................................82 Area of the Karst Drainage Basin ....................................................................................................82 Allogenic Recharge and Conduit Carrying Capacity ....................................................................83 Matrix and Fracture System Hydraulic Conductivity ....................................................................83 -
“Dealing with Natural Hazards” Module 2 Floods Flood-Producing
Module 2 Floods Flood-producing processes Swiss Virtual Campus “Dealing with Natural Hazards” Module 2 Floods Flood-producing processes “Dealing with Natural Hazards and Risks” 1 Module 2 Floods Flood-producing processes CONTENTS INTRODUCTION.........................................................................................................3 THE MYSTERY OF STORM FLOW........................................................................3 PROCESSES GENERATING WATER DISCHARGE..........................................5 THE RIVER FLOW COMPONENTS ................................................................................5 PROCESSES GENERATING SURFACE FLOW ...............................................................6 VARIABLE SOURCE AREA CONCEPT...........................................................................8 PROCESSES GENERATING SUBSURFACE FLOW.........................................................9 PROCESSES GENERATING GROUNDWATER FLOW ...................................................11 THE RIVER FLOOD HYDROGRAPH...................................................................13 DOMINANT PROCESSES - SPACE AND TIME SCALES...............................14 BIBLIOGRAPHY AND INTERNET RESSOURCES...........................................16 Lausanne, le 26.11.2002 C. Picouet & A. Beney A. Musy EPFL / HYDRAM “Dealing with Natural Hazards and Risks” 2 Module 2 Floods Flood-producing processes Introduction Apart from the rare effects of Jökulhaups, ice jam, or dam failures, floods in most river basins are caused almost -
Value Creation with Multi-Criteria Decision Making in Geosteering Operations
International Journal of Petroleum Technology, 2016, 3, 15-31 15 Value Creation with Multi-Criteria Decision Making in Geosteering Operations K. Kullawan1,*, R. B. Bratvold1 and J. E. Bickel2 1University of Stavanger, Department of Petroleum Engineering, 4036 Stavanger Norway 2Graduate Program in Operations Research, 1 University Station, C2200, The University of Texas at Austin, Austin, Texas, 78712-0292, USA Abstract: Due to escalated drilling costs, the petroleum industry has been attempting to access the largest possible hydrocarbon resources with the lowest achievable costs. Multiple well objectives are set prior to the start of drilling. Then, a geosteering approach is implemented to help operators achieve these objectives. A comprehensive literature survey has been performed on geosteering case histories, including many cases with multiple objectives. We found that the listed objectives are often conflicting and expressed in different measures. Furthermore, none of the cases from the reviewed literature has discussed a systematic approach for dealing with multiple objectives in geosteering contexts. Without implementing a well-structured approach, decision makers are likely to make judgments about the relative importance of each objective based on previous experiences or on approximate methods. Research shows that such decision-making approaches are unlikely to identify optimal courses of action. In this paper, we propose a systematic method for making multi-criteria decisions in geosteering context. The method is constructed such that it is applicable for real-time operations. Results show that different decision criteria can have significant impact on well success as measured by its trajectory, future production, cost, and operational efficiency. Keywords: Geosteering, real-time well placement, geosteering decision, multi-objective decision, decision making. -
Watershed Surface and Subsurface Spatial Intraflows Model
Watershed Surface and Subsurface Spatial Intraflows Model Thomas E. Croley II1 and Chansheng He2 Abstract: We present new developments to the original, spatially lumped large basin runoff model ͑LBRM͒ of the National Oceanic and Atmospheric Administration’s Great Lakes Environmental Research Laboratory. In addition to making it a two-dimensional, spatially distributed model, we modify it to allow routing flows between adjacent cells upper soil zones, lower soil zones, and groundwater zones. We modify the LBRM continuity equations for these additional flows and add corresponding corrector terms to the original solution equations. We derive the flow network from elevation and hydrography and the LBRM automatically arranges cell computations. We apply the newly modified LBRM to the Kalamazoo River watershed in Michigan and to the Maumee River watershed in Ohio. The simulations show that the Kalamazoo River has dominant groundwater storage, allowing delayed and sustained hydrologic responses to rainfall whereas the Maumee River lacks any significant groundwater storage, allowing a fast flashy response to rainfall. These results are characteristic of the study watersheds, indicating that the addition of subsurface intraflows in the model has improved watershed representation. DOI: 10.1061/͑ASCE͒1084-0699͑2006͒11:1͑12͒ CE Database subject headings: Hydrology; Watersheds; Parameters; Subsurface flow; Hydrologic models. Introduction representation of the flow cells comprising the watershed ͑Croley and He 2005͒ and applied it to the Kalamazoo watershed ͑Croley Effective management of the Great Lakes water resources et al. 2005͒. This involved changes to the model structure to apply requires better representation and simulation of the Great Lakes it to the microscale as well as organization of watershed cells and hydrological systems. -
Interaction of Ground Water and Surface Water in Different Landscapes
Interaction of Ground Water and Surface Water in Different Landscapes Ground water is present in virtually all perspective of the interaction of ground water and landscapes. The interaction of ground water with surface water in different landscapes, a conceptual surface water depends on the physiographic and landscape (Figure 2) is used as a reference. Some climatic setting of the landscape. For example, a common features of the interaction for various stream in a wet climate might receive ground-water parts of the conceptual landscape are described inflow, but a stream in an identical physiographic below. The five general types of terrain discussed setting in an arid climate might lose water to are mountainous, riverine, coastal, glacial and ground water. To provide a broad and unified dune, and karst. MOUNTAINOUS TERRAIN downslope quickly. In addition, some rock types The hydrology of mountainous terrain underlying soils may be highly weathered or (area M of the conceptual landscape, Figure 2) is characterized by highly variable precipitation and fractured and may transmit significant additional water movement over and through steep land amounts of flow through the subsurface. In some slopes. On mountain slopes, macropores created by settings this rapid flow of water results in hillside burrowing organisms and by decay of plant roots springs. have the capacity to transmit subsurface flow A general concept of water flow in moun- tainous terrain includes several pathways by which precipitation moves through the hillside to a stream (Figure 20). Between storm and snowmelt periods, streamflow is sustained by discharge from the ground-water system (Figure 20A). During intense storms, most water reaches streams very rapidly by partially saturating and flowing through the highly conductive soils. -
Geosteering Improves Bakken Results
JANUARY 2012 The “Better Business” Publication Serving the Exploration / Drilling / Production Industry Geosteering Improves Bakken Results By Kevin O’Connell, NPE is drilling and developing two blocks, in Divide, Williams and McKenzie coun- David Skari, aggregating approximately 50,000 net acres ties. Wells are being drilled to target zones Aaron J. Wheeler in the heart of the Bakken Shale in Divide, located between 9,000 and 11,000 feet and Allan Rennie Williams, Dunn and McKenzie counties, true vertical depth. The horizontal pro- N.D. (Figure 1). Led by a highly experienced, ducing sections of the wells average 8,000 DENVER–Developing tight oil and technologically focused management team, feet of lateral, which is cased, perforated gas-bearing formations often requires a the company prides itself on customizing its and fractured in multiple stages. The two dense pattern of wells with long lateral drilling and completion methods to the primary intervals targeted within the oil sections. To produce such fields econom- unique geological and geophysical charac- reservoir are a clean dolomite member of ically, producing sections of wells must teristics of its core project blocks. the Three Forks formation and a 15-foot be positioned accurately within the targeted zone below a tight limestone within the Drilling History intervals, while drilling costs are kept to Bakken Middle Member. a minimum. Since early in 2010, Ensign Rigs Nos. Initially, the horizontal production wells A cost-effective solution has been de- 89 and 118 have been working for NPE required drilling a vertical pilot hole that veloped that includes predrill modeling was sidetracked, deviated from vertical of logging-while-drilling measurements FIGURE 1 to build the curve, then drilled laterally along the trajectory of a planned well to North Plains Energy LLC Area of within the producing zone. -
Introduction to Petroleum Engineering Introduction to Petroleum Engineering
INTRODUCTION To PetrOLEUM ENGINEERING INTRODUCTION TO PETROLEUM ENGINEERING JOHN R. FANCHI and RICHARD L. CHRISTIANSEN Copyright © 2017 by John Wiley & Sons, Inc. All rights reserved Published by John Wiley & Sons, Inc., Hoboken, New Jersey Published simultaneously in Canada No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording, scanning, or otherwise, except as permitted under Section 107 or 108 of the 1976 United States Copyright Act, without either the prior written permission of the Publisher, or authorization through payment of the appropriate per‐copy fee to the Copyright Clearance Center, Inc., 222 Rosewood Drive, Danvers, MA 01923, (978) 750‐8400, fax (978) 750‐4470, or on the web at www.copyright.com. Requests to the Publisher for permission should be addressed to the Permissions Department, John Wiley & Sons, Inc., 111 River Street, Hoboken, NJ 07030, (201) 748‐6011, fax (201) 748‐6008, or online at http://www.wiley.com/go/permissions. Limit of Liability/Disclaimer of Warranty: While the publisher and author have used their best efforts in preparing this book, they make no representations or warranties with respect to the accuracy or completeness of the contents of this book and specifically disclaim any implied warranties of merchantability or fitness for a particular purpose. No warranty may be created or extended by sales representatives or written sales materials. The advice and strategies contained herein may not be suitable for your situation. You should consult with a professional where appropriate. Neither the publisher nor author shall be liable for any loss of profit or any other commercial damages, including but not limited to special, incidental, consequential, or other damages.