Basic Ground-Water Hydrology
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Aquifer Test CONDUCTED on MAY 24, 2017 CONFINED QUATERNARY GLACIAL-FLUVIAL SAND AQUIFER
Analysis of the Cromwell, Minnesota Well 4 (593593) Aquifer Test CONDUCTED ON MAY 24, 2017 CONFINED QUATERNARY GLACIAL-FLUVIAL SAND AQUIFER TEST 2612, CROMWELL 4 (593593) MAY 24, 2017 Analysis of the Cromwell, Minnesota Well 4 (593593) Aquifer Test Conducted on May 24, 2017 Minnesota Department of Health, Source Water Protection Program PO Box 64975 St. Paul, MN 55164-0975 651-201-4700 [email protected] www.health.state.mn.us/divs/eh/water/swp To obtain this information in a different format, call: 651-201-4700. Upon request, this material will be made available in an alternative format such as large print, Braille or audio recording. Printed on recycled paper. 2 TEST 2612, CROMWELL 4 (593593) MAY 24, 2017 Contents Analysis of the Cromwell, Minnesota–Well 4 (593593) Aquifer Test............................................. 1 ..................................................................................................................................................... 1 Data Collection and Analysis ....................................................................................................... 7 Description .................................................................................................................................. 7 Purpose of Test ....................................................................................................................... 7 Well Inventory ......................................................................................................................... 7 -
5.15 Water Pollution and Hydrologic Impacts 5.15.1 Chapter Index 5.15
Transportation Cost and Benefit Analysis II – Water Pollution Victoria Transport Policy Institute (www.vtpi.org) 5.15 Water Pollution and Hydrologic Impacts This chapter describes water pollution and hydrologic impacts caused by transport facilities and vehicle use. 5.15.1 Chapter Index 5.15 Water Pollution and Hydrologic Impacts ........................................................... 1 5.15.2 Definitions .............................................................................................. 1 5.15.3 Discussion ............................................................................................. 1 5.15.4 Estimates: .............................................................................................. 3 Summary Table ..................................................................................... 3 Water Pollution & Combined Estimates ................................................. 4 Storm Water, Hydrology and Wetlands ................................................. 6 5.15.5 Variability ............................................................................................... 7 5.15.6 Equity and Efficiency Issues .................................................................. 7 5.15.7 Conclusion ............................................................................................. 7 5.15.8 Information Resources .......................................................................... 9 5.15.2 Definitions Water pollution refers to harmful substances released into surface or ground water, -
Transmissivity, Hydraulic Conductivity, and Storativity of the Carrizo-Wilcox Aquifer in Texas
Technical Report Transmissivity, Hydraulic Conductivity, and Storativity of the Carrizo-Wilcox Aquifer in Texas by Robert E. Mace Rebecca C. Smyth Liying Xu Jinhuo Liang Robert E. Mace Principal Investigator prepared for Texas Water Development Board under TWDB Contract No. 99-483-279, Part 1 Bureau of Economic Geology Scott W. Tinker, Director The University of Texas at Austin Austin, Texas 78713-8924 March 2000 Contents Abstract ................................................................................................................................. 1 Introduction ...................................................................................................................... 2 Study Area ......................................................................................................................... 5 HYDROGEOLOGY....................................................................................................................... 5 Methods .............................................................................................................................. 13 LITERATURE REVIEW ................................................................................................... 14 DATA COMPILATION ...................................................................................................... 14 EVALUATION OF HYDRAULIC PROPERTIES FROM THE TEST DATA ................. 19 Estimating Transmissivity from Specific Capacity Data.......................................... 19 STATISTICAL DESCRIPTION ........................................................................................ -
NRSM 385 Syllabus for Watershed Hydrology V200114 Spring 2020
NRSM 385 Syllabus for Watershed Hydrology v200114 Spring 2020 NRSM (385) Watershed Hydrology Instructor: Teaching Assistant: Kevin Hyde Shea Coons CHCB 404 CHCB 404 [email protected] [email protected] Course Time & Location: Office Hours: (or by appointment) Tue/Thu 0800 – 0920h Kevin: Tue & Thu, 1500 – 1600h Natural Science 307 Shea: Wed & Fri, 1200 – 1300h Recommended course text: Physical Hydrology by SL Dingman, 2002 (2nd edition). Other readings as assigned. Additional course information and materials will be posted on Moodle: umonline.umt.edu Science of water resource management in the 21st Century: Sustainability of all life requires fundamental changes in hydrologic science and water resource management. Forty percent of the Earth’s ever-increasing population lives in areas of water scarcity, where the available supply cannot meet basic needs. Water pollution from human activities and increasing water withdrawals for human use impair and threaten entire ecosystems upon which human survival depends. Climate change increases environmental variability, exacerbating drought in some regions while leading to greater hydrologic hazards in others. Higher intensity and more frequent storms generate flooding that is especially destructive in densely developed areas of and where ecosystems are already compromised. Sustainable water resource management starts with scientifically sound management of forested landscapes. Eighty percent of fresh water supplies in the US originate on forested lands, providing over 60% of municipal drinking water. Forests also account for significant portions of biologically complex and vital ecosystems. Multiple land use activities including logging, agriculture, industry, mining, and urban development compromise forest ecosystems and threaten aquatic ecosystems and freshwater supplies. -
Method 9100: Saturated Hydraulic Conductivity, Saturated Leachate
METHOD 9100 SATURATED HYDRAULIC CONDUCTIVITY, SATURATED LEACHATE CONDUCTIVITY, AND INTRINSIC PERMEABILITY 1.0 INTRODUCTION 1.1 Scope and Application: This section presents methods available to hydrogeologists and and geotechnical engineers for determining the saturated hydraulic conductivity of earth materials and conductivity of soil liners to leachate, as outlined by the Part 264 permitting rules for hazardous-waste disposal facilities. In addition, a general technique to determine intrinsic permeability is provided. A cross reference between the applicable part of the RCRA Guidance Documents and associated Part 264 Standards and these test methods is provided by Table A. 1.1.1 Part 264 Subpart F establishes standards for ground water quality monitoring and environmental performance. To demonstrate compliance with these standards, a permit applicant must have knowledge of certain aspects of the hydrogeology at the disposal facility, such as hydraulic conductivity, in order to determine the compliance point and monitoring well locations and in order to develop remedial action plans when necessary. 1.1.2 In this report, the laboratory and field methods that are considered the most appropriate to meeting the requirements of Part 264 are given in sufficient detail to provide an experienced hydrogeologist or geotechnical engineer with the methodology required to conduct the tests. Additional laboratory and field methods that may be applicable under certain conditions are included by providing references to standard texts and scientific journals. 1.1.3 Included in this report are descriptions of field methods considered appropriate for estimating saturated hydraulic conductivity by single well or borehole tests. The determination of hydraulic conductivity by pumping or injection tests is not included because the latter are considered appropriate for well field design purposes but may not be appropriate for economically evaluating hydraulic conductivity for the purposes set forth in Part 264 Subpart F. -
From Engineering Hydrology to Earth System Science: Milestones in the Transformation of Hydrologic Science
Hydrol. Earth Syst. Sci., 22, 1665–1693, 2018 https://doi.org/10.5194/hess-22-1665-2018 © Author(s) 2018. This work is distributed under the Creative Commons Attribution 4.0 License. From engineering hydrology to Earth system science: milestones in the transformation of hydrologic science Murugesu Sivapalan1,* 1Department of Civil and Environmental Engineering, Department of Geography and Geographic Information Science, University of Illinois at Urbana-Champaign, Urbana, Illinois 61801, USA * Invited contribution by Murugesu Sivapalan, recipient of the EGU Alfred Wegener Medal & Honorary Membership 2017. Correspondence: Murugesu Sivapalan ([email protected]) Received: 13 November 2017 – Discussion started: 15 November 2017 Revised: 2 February 2018 – Accepted: 5 February 2018 – Published: 7 March 2018 Abstract. Hydrology has undergone almost transformative hydrology to Earth system science, drawn from the work of changes over the past 50 years. Huge strides have been made several students and colleagues of mine, and discuss their im- in the transition from early empirical approaches to rigorous plication for hydrologic observations, theory development, approaches based on the fluid mechanics of water movement and predictions. on and below the land surface. However, progress has been hampered by problems posed by the presence of heterogene- ity, including subsurface heterogeneity present at all scales. எப்ெபாள் யார்யாரவாய் ் க் ேகட்ம் The inability to measure or map the heterogeneity every- அப்ெபாள் ெமய் ப்ெபாள் காண் ப த where prevented the development of balance equations and In whatever matter and from whomever heard, associated closure relations at the scales of interest, and has Wisdom will witness its true meaning. -
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 -
Hydrogeologic Characterization of Aquifers and Injection Capacity Estimation
Hydrogeologic characterization of aquifers and injection capacity estimation Main authors: Peter K. Kang (UMN ESCI), Anthony Runkel (MGS), Seonkyoo Yoon (UMN ESCI), Raghwendra N. Shandilya (KIST), Etienne Bresciani (KIST), and Seunghak Lee (KIST) Contents Introduction 2 Overview of four ASR study areas 4 Buffalo aquifer, Clay County 4 Jordan aquifer, City of Woodbury 6 Jordan aquifer, Olmsted County 10 Straight River Groundwater Management Area: Pineland Sands Aquifer 12 Methodology for InJection Capacity Estimation 19 Methodology Overview 19 Parameters estimation 21 Transmissivity 22 Allowable head change 23 Injection duration 25 Storativity 25 Well radius 25 Data sources 25 Application to aquifers in Minnesota 26 Transmissivity characterization 26 Buffalo aquifer, Clay County 26 Transmissivity of Jordan aquifer, Woodbury, Washington County 28 1 Transmissivity of the Jordan aquifer, Olmsted County 31 Allowable head change estimation 33 Buffalo aquifer, Clay County 34 Jordan aquifer, Woodbury, Washington County 37 Jordan aquifer, Olmsted County 40 Injection Duration, Storativity and Well Radius 44 Injection capacity 45 Buffalo aquifer, Clay County 45 Jordan aquifer, Woodbury, Washington County 48 Jordan aquifer, Olmsted County 50 Comparison of InJection Capacity 52 Identified Data Gaps 53 Groundwater Level Data 53 Aquifer Pumping Test Data 54 Future Directions 54 Incorporate Leakage factor in the Injection Capacity Estimation Framework 54 Recovery Efficiency of InJected Water 54 Conclusions 54 References 62 2 1 Introduction About 99% of global unfrozen freshwater is stored in groundwater systems, and groundwater is an essential freshwater resource both in the United States and across the globe. The availability of groundwater is particularly important where surface water options are scarce or inaccessible. -
A Comparative Analysis of Two Slug Test Methods in Puget Lowland Glacio-Fluvial Sediments Near Coupeville, WA
A Comparative Analysis of Two Slug Test Methods in Puget Lowland Glacio-Fluvial Sediments near Coupeville, WA Matthew Lewis A report prepared in partial fulfillment of the requirements for the degree of Masters of Science Masters of Earth and Space Science: Applied Geosciences University of Washington November, 2013 Project Mentor: Mark Varljen Project Coordinator Kathy Troost Reading Committee: Dr. Michael Brown and Dr. Drew Gorman-Lewis MESSAGe Technical Report Number: 004 ©Copyright 2013 Matthew Lewis i Table of Contents Abstract ……………………………………… iii Introduction ……………………………………… 1 Geological Setting ……………………………………… 2 Methods ……………………………………… 4 Results ……………………………………… 10 Discussion ……………………………………… 11 Summary and ……………………………………… 12 Conclusion Acknowledgements ……………………………………… 13 Bibliography ……………………………………… 14 Figures begin on page 20 Tables begin on page 30 Appendices begins on page 33 ii A Comparative Analysis of Two Slug Test Methods in Puget Lowland Glacio-Fluvial Sediments. Abstract Two different slug test field methods are conducted in wells completed in a Puget Lowland aquifer and are examined for systematic error resulting from water column displacement techniques. Slug tests using the standard slug rod and the pneumatic method were repeated on the same wells and hydraulic conductivity estimates were calculated according to Bouwer & Rice and Hvorslev before using a non-parametric statistical test for analysis. Practical considerations of performing the tests in real life settings are also considered in the method comparison. Statistical analysis indicates that the slug rod method results in up to 90% larger hydraulic conductivity values than the pneumatic method, with at least a 95% certainty that the error is method related. This confirms the existence of a slug-rod bias in a real world scenario which has previously been demonstrated by others in synthetic aquifers. -
Runoff Hydrology 101
Runoff Hydrology 101 Hydrology 101 Runoff Hydrology 101 Legislation (c) The agency shall develop performance standards, design standards, or other tools to enable and promote the implementation of low-impact development and other stormwater management techniques. For the purposes of this section, "low-impact development" means an approach to storm water management that mimics a site's natural hydrology as the landscape is developed. Using the low-impact development approach, storm water is managed on-site and the rate and volume of predevelopment storm water reaching receiving waters is unchanged. The calculation of predevelopment hydrology is based on native soil and vegetation. Minnesota Statutes 2009, section 115.03, subdivision 5c Runoff Hydrology 101 The Water Cycle Hanson, 1994 Runoff Hydrology 101 Development Impacts on the Water Cycle Runoff Hydrology 101 Runoff Hydrology 101 Rate Impacts of Development 1 Existing Hydrograph 2 Developed, conventional CN, no controls Vegetation Removal Pre-development Soil Compaction Peak Runoff Volume Rate Q Drainage Alteration 2 Impervious Areas 1 Area under the curve = Volume T Runoff Hydrology 101 Hydrograph Scenarios Rate 1 Existing 2 Developed, conventional CN, no control. 3 Developed, conventional CN and control. MIDS Pre-development 4 Peak Runoff Volume Rate Q 3 2 1 4 T Runoff Hydrology 101 Factors Affecting Q Runoff • Precipitation • Antecedent moisture • Soil permeability • Watershed area • Ground cover • Storage in watershed • Time parameters Runoff Hydrology 101 Runoff Equations Runoff Hydrology 101 Runoff Curve Numbers Commonly used approach to determine runoff Based on land cover and soils Simple regression model that is useful for quickly assessing stormwater management practices and assessing impacts of land use changes Runoff Hydrology 101 Hydrological Soil Group: Soil groups which are classified according to their drainage potential. -
Hydrology and Water Quality
City of Malibu Environmental Impact Analysis Hydrology and Water Quality 4.7. Hydrology and Water Quality This section discusses the hydrology and water quality issues associated with construction and operation of the proposed Civic Center Wastewater Treatment Facility Project (“the Project”). It includes a review of existing hydrologic conditions based on available information and an analysis of direct and indirect impacts of the Project. Where feasible, mitigation measures are recommended to reduce the level of impacts. The Project would be constructed in three phases and has four main elements that could result in impacts to hydrologic resources: 1) wastewater treatment facility; 2) pump stations; 3) wastewater collection and recycled water distribution system pipelines; and 4) percolation ponds and groundwater injection wells. For the purposes of this section, “Project area” refers to the area that encompasses the extents of the four main elements described above and the area that would be served by these proposed Project facilities, and “Project site” refers specifically to those areas that would be disturbed by construction activities associated with these four main elements. The Project would include a Local Coastal Program Amendment (including amendments to the Local Implementation Plan (LIP) for wastewater systems and water quality), and modification of zoning for the wastewater treatment facility to include an Institutional District Overlay. 4.7.1. Environmental Setting Regulatory Setting Federal Regulations Clean Water Act The Clean Water Act (CWA) is the primary federal law that protects the quality of the nation’s surface waters, including lakes, rivers, and coastal wetlands. It is based on the principle that all discharges into the nation’s waters are unlawful unless specifically authorized by a permit. -
Aquifer Test Procedures for Determining Hydrologic Properties
AquiferAquifer TestTest ProceduresProcedures forfor DeterminingDetermining HydrologicHydrologic PropertiesProperties Dr. Michael Strobel Deputy State Director EXHIBIT G– WATER RESOURCES Meeting Date: 03-22-06 USGS Nevada Water Science Center Document consists of 28 slides. Entire Exhibit Provided Purposes of Aquifer Tests • Measure the change, with time, in water levels as a result of withdrawals through wells • Determine the transmissivity and storage coefficient of the aquifer • Determine characteristics of confining layers • Determine well efficiency and optimum pumping rates • Determine boundary conditions (natural) and potential well interference Types of Aquifer Tests •Slug • Single-well • Multiple-wells – Time-Drawdown Analysis – Distance-Drawdown Analysis From Alley, W.M., Reilly, T.E., and Franke, O.L., 1999, Sustainability of ground- water resources: U.S. Geological Survey Circular 1186, 79 p. From Alley, W.M., Reilly, T.E., and Franke, O.L., 1999, Sustainability of ground- water resources: U.S. Geological Survey Circular 1186, 79 p. From Alley, W.M., Reilly, T.E., and Franke, O.L., 1999, Sustainability of ground- water resources: U.S. Geological Survey Circular 1186, 79 p. From Alley, W.M., Reilly, T.E., and Franke, O.L., 1999, Sustainability of ground- water resources: U.S. Geological Survey Circular 1186, 79 p. Slug Test TIME • The rapid addition or removal of a known volume from a well stresses the aquifer. • The hydraulic conductivity (K) estimate is related to the rate of recovery with various corrections for well construction