Ground Water Introduction and Demonstration
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Drawdown Analysis of the Local Middle and Lower Trinity Aquifers
TECHNICAL MEMORANDUM TO: Mr. Dirk Aaron, General Manager, CUWCD FROM: Michael R. Keester, P.G. SUBJECT: Drawdown Analysis of the Local Middle and Lower Trinity Aquifers DATE: October 5, 2018 As noted in previous analyses of water level changes, District constituents have expressed concerns regarding declining water levels in the Trinity Aquifer. In addition, in response to proposed mining operations in northern Williamson County, landowners reached out to the District to better understand Trinity Aquifer conditions and how the pumping by the mine operators may affect their wells. To assess the current conditions of the aquifer, we built upon previous analyses of the changes in water levels in the Middle Trinity Aquifer in southern Bell and northern Williamson counties. As part of our analysis, we expanded our evaluation to include an assessment of the water level conditions for the Lower Trinity Aquifer. Methodology We began by assembling the most recent water level data collected in 2018. Within Bell County, we relied primarily on the water level measurements collected by District staff or from continuous monitoring wells maintained by the Texas Water Development Board. These water levels and locations were the most reliable as the water levels are collected regularly and the aquifer designation for the well has been reviewed by District staff and multiple hydrogeologists. To supplement the water level data available from the District’s database, we also collected records from the Submitted Driller’s Report database. This database provides a record of well completions as reported by licensed water well drillers. Data associated with the report includes the location of the well, the depth and completion interval of the well, and the water level in the well at the time of completion. -
Karst Features — Where and What Are They?
Karst Features — Where and What are They? This story was made with Esri's Story Map Journal. Read the interactive version on the web at https://arcg.is/jCmza. Iowa Geological and Water Survey Bureau completed a detailed mapping project of bedrock geologic units, key subsurface horizons, and surficial karst features in the Iowa portion of the Upper Iowa River Watershed in 2011. In the report, they note that “One of the primary goals of the study was to gain more thorough understanding of relationships between bedrock geology and karst features within the watershed.” Black River Falls photo courtesy of Larry Reis. Sinkholes Esri, HERE, Garmin, FAO, USGS, NGA, EPA, NPS According to the GIS data from the Iowa DNR, the UIR Watershed has 6,649 known sinkholes in the Iowa portion of the watershed. Although this number is very precise, sinkhole development is actually an active process in the UIR Watershed so the actual number of sinkholes changes over time as some are filled in through natural or human processes and others are formed. One of the most numerous karst features found in the UIR Watershed, sinkholes are formed when specific types of underlying bedrock are gradually dissolved, creating voids in the subsurface. When soils and other materials above these voids can no longer bridge the gap created in the bedrock, a collapse occurs. Photo Courtesy of USGS Sinkholes vary in size and shape and can and do occur in any type of land use in the UIR Watershed, from row crop to forest, and even in roads. According to the Iowa Geologic Survey, sinkholes are often connected to underground bedrock fractures and conduits, from minor fissures to enlarged caverns, which allow for rapid movement of water from sinkholes vertically and laterally through the subsurface. -
“I Care for Počitelj”
“I care for Počitelj” - “I care for Stolac” 07 – 15 July 2016 This unique medieval settlement, on the list to be declared a cultural heritage by UNESCO, is situated in the valley of the Neretva River, twenty five kilometers from Mostar, on the way to the Adriatic Sea. In the 1960s, Počitelj began to grow as an art center, promoted also by the famous writer - Nobel Prize winner Ivo Andrić. Počitelj, with its jumble of medieval stone buildings, ancient tower overlooking the river and proximity to the seaside, giving artists and will give you the peaceful and scenic place to work and stay. In the year 2000, the Government of the Federation of Bosnia and Herzegovina initiated the Programme of the permanent protection of Počitelj. This includes protection of cultural heritage from deterioration, reconstruction of damaged and destroyed buildings, encouraging the return of the refugees and displaced persons to their homes as well as long-term preservation and revitalization of Počitelj historic urban area. The Programm is on-going. But a lot of maintenance services in public spaces and along the stone paths of the old town require voluntary action of few inhabitants. photo: Alberto Sartori Structure and Activities of the Camp Planned activities are: 1. “Active citizenship” actions: working activities in Počitelj and Stolac 2. Other events: public conference – sightseeing of surroundings 1. Active citizenship actions - working activities - Cleaning the environment around the old tower (citadel) and public areas in the old town of Počitelj, pruning -
Hydrogeology of Harrison County, Indiana
HYDROGEOLOGY OF HARRISON COUNTY, INDIANA BULLETIN 40 STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES DIVISION OF WATER 2006 HYDROGEOLOGY OF HARRISON COUNTY, INDIANA By Gerald A. Unterreiner STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES DIVISION OF WATER Bulletin 40 Printed by Authority of the State of Indiana Indianapolis, Indiana: 2006 CONTENTS Page Introduction................................................................................................................................ 1 Purpose and Background ........................................................................................................... 1 Climate....................................................................................................................................... 1 Physiography.............................................................................................................................. 4 Bedrock Geology ....................................................................................................................... 5 Bedrock Topography ................................................................................................................. 8 Surficial Geology....................................................................................................................... 8 Karst Hydrology and Springs..................................................................................................... 11 Hydrogeology and Ground Water Availability......................................................................... -
An Assessment of the Applicability of the Heat Pulse Method Toward the Determination of Infiltration Rates in Karst Losing-Stream Reaches
T. Dogwiler, C.M. Wicks, and E. Jenzen – An assessment of the applicability of the heat pulse method toward the determination of infiltration rates in karst losing-stream reaches. Journal of Cave and Karst Studies, v. 69, no. 2, p. 237–242. AN ASSESSMENT OF THE APPLICABILITY OF THE HEAT PULSE METHOD TOWARD THE DETERMINATION OF INFILTRATION RATES IN KARST LOSING-STREAM REACHES TOBY DOGWILER1,CAROL M. WICKS2, AND ETHAN JENZEN3 Abstract: Quantifying the rate at which water infiltrates through sediment-choked losing stream reaches into underlying karstic systems is problematic, yet critically important. Using the one-dimensional heat pulse method, we determined the rate at which water infiltrated vertically downward through an estimated 600 m by 2 m sediment-choked losing-stream reach in the Devil’s Icebox Karst System of Central Missouri. The 25 26 21 infiltration rate ranged from 4.9 3 10 to 1.9 3 10 ms , and the calculated discharge 22 23 3 21 through the reach ranged from 5.8 3 10 to 2.3 3 10 m s . The heat pulse-derived discharges for the losing reach bracketed the median discharge measured at the outlet to the karst system. Our accuracy was in part affected by significant precipitation in the karst basin during the study period that contributed flow to the outlet from recharge areas other than the investigated losing reach. Additionally, the results could be improved by future studies that deal with identifying areas of infiltration in losing reaches and how that area varies in relation to changing flow conditions. However, the heat pulse method appears useful in providing reasonable estimates of the rate of infiltration and discharge of water through sediment-choked losing reaches. -
Modeling of Solute Transport and Retention in Upper Amite River Hoonshin Jung Louisiana State University and Agricultural and Mechanical College
Louisiana State University LSU Digital Commons LSU Master's Theses Graduate School 2008 Modeling of solute transport and retention in Upper Amite River Hoonshin Jung Louisiana State University and Agricultural and Mechanical College Follow this and additional works at: https://digitalcommons.lsu.edu/gradschool_theses Part of the Civil and Environmental Engineering Commons Recommended Citation Jung, Hoonshin, "Modeling of solute transport and retention in Upper Amite River" (2008). LSU Master's Theses. 2006. https://digitalcommons.lsu.edu/gradschool_theses/2006 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]. MODELING OF SOLUTE TRANSPORT AND RETENTION IN UPPER AMITE RIVER 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 Civil Engineering in The Department of Civil and Environmental Engineering by Hoonshin Jung B.S., Inha University, 1996 M.S., Inha University, 1998 December, 2008 ACKNOWLEDGEMENTS I would like to take this opportunity to express my deepest appreciation to Dr. Zhi-Qiang Deng, who is my graduate advisor and the chair on my committee. Dr. Deng has continuously supported and encouraged me throughout my graduate program. Most significantly, Dr. Deng has provided tremendous help upon development and completion of this master thesis. Again, his extensive help, support, and advice are highly recognized and appreciated. -
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 -
Sinkhole Physical Models to Simulate and Investigate Sinkhole Collapses
SINKHOLE PHYSICAL MODELS TO SIMULATE AND INVESTIGATE SINKHOLE COLLAPSES Mohamed Alrowaimi Doctoral Student, Civil, Environmental and Construction Engineering, University of Central Florida, 4000 Central Florida Blvd., Orlando, Florida, 32816, USA, [email protected] Hae-Bum Yun Assistant professor, Civil, Environmental and Construction Engineering, University of Central Florida, 4000 Central Florida Blvd., Orlando, Florida, 32816, USA, [email protected] Manoj Chopra Professor, Civil, Environmental and Construction Engineering, University of Central Florida 4000 Central Florida Blvd., Orlando, Florida, 32816, USA, [email protected] Abstract Introduction Florida is one of the most susceptible states for sinkhole Sinkhole is a ground surface depression that occurs with collapses due to its karst geology. In Florida, sinkholes or without any surface indication. Sinkholes commonly are mainly classified as cover subsidence sinkholes that occur in a very distinctive terrain called karst terrain. result in a gradual collapse with possible surface signs, This terrain mainly has a bedrock of a carbonate rocks and cover collapse sinkholes, which collapse in a sudden such as limestone, dolomite, or gypsum. Sinkholes and often catastrophic manner. The future development develop when the carbonate bedrocks are subjected of a reliable sinkhole prediction system will have to dissolution with time to form cracks, conduits, and the potential to minimize the risk to life, and reduce cavities in the underground bedrock. These features delays in construction due to the need for post-collapse allow the overburden soils (on top of the carbonate remediation. In this study, different versions of small- bedrock) to transport through them to the underground scale sinkhole physical models experimentally used cavities, which results in surface collapse due to the to monitor the water levels in a network of wells. -
A Sketchy Teacher's Guide To
Kansas Geological Survey A PRELIMINARY TEACHER’S GUIDE TO THE INTERACTIVE GROUND-WATER TUTOR By P. Allen Macfarlane, M.A. Townsend, G. Bohling, S. Case, and A. Reber Kansas Geological Survey Open File Report 2003-65 The University of Kansas, Lawrence, KS 66047 (785) 864-3965; www.kgs.ukans.edu KANSAS GEOLOGICAL SURVEY OPEN-FILE REPORTS >>>>>>>>>>>NOT FOR RESALE<<<<<<<<<< Disclaimer The Kansas Geological Survey made a conscientious effort to ensure the accuracy of this report. However, the Kansas Geological Survey does not guarantee this document to be completely free from errors or inaccuracies and disclaims any responsibility or liability for interpretations based on data used in the production of this document or decisions based thereon. This report is intended to make results of research available at the earliest possible date, but is not intended to constitute final or formal publication. Kansas Geological Survey A PRELIMINARY TEACHER’S GUIDE TO THE INTERACTIVE GROUND-WATER TUTOR By P. Allen Macfarlane, M.A. Townsend, G. Bohling, S. Case, and A. Reber Kansas Geological Survey Open File Report 2003-65 The University of Kansas, Lawrence, KS 66047 (785) 864-3965; www.kgs.ukans.edu Preface The Interim Teacher’s Guide to the Ground-water Tutor is designed for use with the interactive ground-water tutor during the alpha and beta testing and development stages in the formulation of the prototype, eventually Web-based software. In its final form, the manual will contain more information on assessment rubrics that can be used by teachers to evaluate student science learning as well as well as the results of the evaluations conducted as part of this NSF-funded project. -
Backpacking: Bird Knob
1 © 1999 Troy R. Hayes. All rights reserved. Preface As a new Scoutmaster, I wanted to take my troop on different kinds of adventure. But each trip took a tremendous amount of preparation to discover what the possibilities were, to investigate them, to pick one, and finally make the detailed arrangements. In some cases I even made a reconnaissance trip in advance in order to make sure the trip worked. The Pathfinder is an attempt to make this process easier. A vigorous outdoor program is a key element in Boy Scouting. The trips described in these pages range from those achievable by eleven year olds to those intended for fourteen and up (high adventure). And remember what the Irish say: The weather determines not whether you go, but what clothing you should wear. My Scouts have camped in ice, snow, rain, and heat. The most memorable trips were the ones with "bad" weather. That's when character building best occurs. Troy Hayes Warrenton, VA [Preface revised 3-10-2011] 2 Contents Backpacking Bird Knob................................................................... 5 Bull Run - Occoquan Trail.......................................... 7 Corbin/Nicholson Hollow............................................ 9 Dolly Sods (2 day trip)............................................... 11 Dolly Sods (3 day trip)............................................... 13 Otter Creek Wilderness............................................. 15 Saint Mary's Trail ................................................ ..... 17 Sherando Lake ....................................................... -
Quantifying Stream Flow Loss to Groundwater on Alluvial Valley Streams in Sonoma County
Quantifying stream flow loss to groundwater on alluvial valley streams in Sonoma County Kelly Janes & Jose Carrasco LA 222 Term Project Abstract Surface flow is a crucial factor for the ecology of a stream. River-groundwater interactions, in turn, are crucial for these flows, as they determine whether streams are gaining or loosing surface flow. Gill Creek, in California’s wine county, is a prime case study of these river- aquifer interactions, and their ecological and social implications. We took flow measurements at various places along the longitudinal profile of Gill Creek, with the purpose of finding if discharge decreases as the creek passes through an alluvial fan formation in Alexander Valley, Sonoma County, and if so at what rates. Results suggest Gill Creek is a “losing stream,” and conclusions are that further studies of the stream and its relation to the aquifer are needed to more adequately address the prevention of stranding of anadromous fish species. Introduction In the Russian River, river-ground water interactions influence the timing and magnitude of surface stream flows and therefore are key processes that determine the habitat suitability for endangered and threatened salmonids found there (URRSA, 2009). For example, juvenile steelhead rear in Russian River tributary streams before outmigrating to the ocean as smolts (URRSA, 2009). In the Russian River watershed anadromous fish species, including juvenile steelhead, use spawning and rearing habitats usually found in its tributaries upstream of and within alluvial fans, and adequate flow is important to creating quality rearing habitat for juvenile steelhead. (URRSA, 2009). Numerous tributary streams drain to the Russian River from steep canyons across the alluvial fans that occur at the creeks’ canyon outlets (URRSA, 2009). -
Further Discussion on the Influence Radius of a Pumping Well
water Review Further Discussion on the Influence Radius of a Pumping Well: A Parameter with Little Scientific and Practical Significance That Can Easily Be Misleading Yuanzheng Zhai , Xinyi Cao , Ya Jiang * , Kangning Sun, Litang Hu , Yanguo Teng, Jinsheng Wang and Jie Li * Engineering Research Center for Groundwater Pollution Control, Remediation of Ministry of Education of China, College of Water Sciences, Beijing Normal University, Beijing 100875, China; [email protected] (Y.Z.); [email protected] (X.C.); [email protected] (K.S.); [email protected] (L.H.); [email protected] (Y.T.); [email protected] (J.W.) * Correspondence: [email protected] (Y.J.); [email protected] (J.L.); Tel.: +86-151-6658-7857 (Y.J.); Fax: +86-010-58802736 (J.L.) Abstract: To facilitate understanding and calculation, hydrogeologists have introduced the influence radius. This parameter is now widely used, not only in the theoretical calculation and reasoning of well flow mechanics, but also in guiding production practice, and it has become an essential parameter in hydrogeology. However, the reasonableness of this parameter has always been disputed. This paper discusses the nature of the influence radius and the problems of its practical application based on mathematical reasoning and analogy starting from the Dupuit formula and Thiem formula. It is found that the influence radius is essentially the distance in the time–distance problem in physics; Citation: Zhai, Y.; Cao, X.; Jiang, Y.; therefore, it is a function of time and velocity and is influenced by hydrogeological conditions and Sun, K.; Hu, L.; Teng, Y.; Wang, J.; Li, pumping conditions.