Ground-Water-Level Monitoring and the Importance of Long-Term Water-Level Data U.S
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(P 117-140) Flood Pulse.Qxp
117 THE FLOOD PULSE CONCEPT: NEW ASPECTS, APPROACHES AND APPLICATIONS - AN UPDATE Junk W.J. Wantzen K.M. Max-Planck-Institute for Limnology, Working Group Tropical Ecology, P.O. Box 165, 24302 Plön, Germany E-mail: [email protected] ABSTRACT The flood pulse concept (FPC), published in 1989, was based on the scientific experience of the authors and published data worldwide. Since then, knowledge on floodplains has increased considerably, creating a large database for testing the predictions of the concept. The FPC has proved to be an integrative approach for studying highly diverse and complex ecological processes in river-floodplain systems; however, the concept has been modified, extended and restricted by several authors. Major advances have been achieved through detailed studies on the effects of hydrology and hydrochemistry, climate, paleoclimate, biogeography, biodi- versity and landscape ecology and also through wetland restoration and sustainable management of flood- plains in different latitudes and continents. Discussions on floodplain ecology and management are greatly influenced by data obtained on flow pulses and connectivity, the Riverine Productivity Model and the Multiple Use Concept. This paper summarizes the predictions of the FPC, evaluates their value in the light of recent data and new concepts and discusses further developments in floodplain theory. 118 The flood pulse concept: New aspects, INTRODUCTION plain, where production and degradation of organic matter also takes place. Rivers and floodplain wetlands are among the most threatened ecosystems. For example, 77 percent These characteristics are reflected for lakes in of the water discharge of the 139 largest river systems the “Seentypenlehre” (Lake typology), elaborated by in North America and Europe is affected by fragmen- Thienemann and Naumann between 1915 and 1935 tation of the river channels by dams and river regula- (e.g. -
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. -
Ground Water Introduction and Demonstration
Ground Water Introduction and Demonstration Page Content By Kimberly Mullen, CPG http://www.ngwa.org/Fundamentals/teachers/Pages/Ground-Water-Introduction-and- Demonstration.aspx Objective Students will be able to define terms pertaining to groundwater such as permeability, porosity, unconfined aquifer, confined aquifer, drawdown, cone of depression, recharge rate, Darcy’s law, and artesian well. Students will be able to illustrate environmental problems facing groundwater, (such as chemical contamination, point source and nonpoint source contamination, sediment control, and overuse). Introduction Looking at satellite photographs of the planet Earth can illustrate the fact that the majority of the Earth’s surface is covered with water. Earth is known as the “Blue Planet.” Seventy-one percent of the Earth’s surface is covered with water. There also is water beneath the surface of the Earth. Yet, with all of the water present on Earth, water is still a finite source, cycling from one form to another. This cycle, known as the hydrologic cycle, is an important concept to help understand the water found on Earth. In addition to understanding the hydrologic cycle, you must understand the different places that water can be found—primarily above the ground (as surface water) and below the ground (as groundwater). Today, we will be starting to understand water below the ground. General definitions and discussion points “What is groundwater?” Groundwater is defined as water that is found beneath the water table under Earth’s surface. “Why is groundwater important?” Groundwater, makes up about 98 percent of all the usable fresh water on the planet, and it is about 60 times as plentiful as fresh water found in lakes and streams. -
Probabilistic Extreme Flood Hydrographs That Use Paleoflood Data for Dam Safety Applications
Probabilistic Extreme Flood Hydrographs That Use PaleoFlood Data for Dam Safety Applications Dam Safety Office Report No. DSO-03-03 Department of the Interior Bureau of Reclamation June 2003 Contents Page Introduction................................................................................................................................... 1 1.1 Background..................................................................................................................................2 1.2 Objectives....................................................................................................................................4 1.3 Acknowledgements .....................................................................................................................4 Probabilistic Extreme Flood Hydrographs from Streamflow Sampling................................. 5 2.1 General Procedure .......................................................................................................................5 2.2 Example Applications................................................................................................................11 Probabilitic Extreme Flood Hydrographs Using Rainfall-Runoff Models............................ 18 3.1 General Procedure .....................................................................................................................19 3.2 Example Applications s.............................................................................................................20 Reservoir Routing -
Stormwater Design Manual Chapter Three
CHAPTER 3 HYDROLOGY Chapter 3 HYDROLOGY Table of Contents 3.1 INTRODUCTION .................................................................................................... 2 3.2 HYDROLOGIC DESIGN POLICIES........................................................................ 2 3.2.1 FULLY DEVELO PED CONDITIONS......................................................................... 3 3.2.2 DRAINAG E AREA ............................................................................................... 4 3.2.3 RAINFALL DATA AND INTENSITY .......................................................................... 4 3.3 TIME OF CONCENTRATION ................................................................................. 4 3.3.1 SCS METHOD................................................................................................... 5 3.3.1.1 Lag Time .................................................................................................. 5 3.3.1.2 Travel Time .............................................................................................. 5 3.3.1.3 Sheet Flow ............................................................................................... 6 3.3.1.4 Shallow Concentrated Flow....................................................................... 7 3.3.1.5 Channelized Flow ..................................................................................... 7 3.3.2 KIRPICH EQUATION ........................................................................................... 8 3.4 RATIONAL METHOD............................................................................................ -
Build an Aquifer
“It All Flows to Me” Lesson 1: Build an Aquifer Objective: To learn about groundwater properties by building your own aquifer and conducting experiments. Background Information Materials: • One, 2 Litter Soda Bottle An aquifer is basically a storage container for groundwater that is made up of • Plastic Cup different sediments. These various sediments can store different amounts of • 1 Cup of each: groundwater within the aquifer. The amount of water that it can hold is depen- soil, gravel, 1” rocks, sand dent on the porosity and the permeability of the sediment. • Pin • Modeling Clay Porosity is the amount of water that a material can hold in the spaces be- • Water tween its pores, while permeability is the material’s ability to pass water • Labels • 1 Bottle of Food Coloring through these pores. Therefore, an aquifer that has high permeability, like • 1 Pair of Scissors sandstone, will be able to hold more water, than materials that have a lower • 1 Ruler porosity and permeability. • One 8 Ounce Cup Directions You will build your own aquifers and investigate which sediments hold more water (rocks or sand). Students in your class will use either sand or rocks to food coloring food coloring build their models. You will use a ruler to measure the height of your water soil table and compare it to the height of water in other sediments. 8oz.food coloring soil ruler 8oz. ruler measuring cup sand measuring cup soil sand pin 8oz. rulerpin gravel scissors Building Directions food coloring measuring cup sandgravel scissors pin 1. Take a pin and use it to make many holes in the bot- scissors 2-liter soilplastic cup gravel tom of a cup. -
Impacts of a Flood Pulsing Hydrology on Plants and Invertebrates in Riparian Wetlands
IMPACTS OF A FLOOD PULSING HYDROLOGY ON PLANTS AND INVERTEBRATES IN RIPARIAN WETLANDS A dissertation submitted to Kent State University in partial fulfillment of the requirements for the degree of Doctor of Philosophy by Maureen K. Drinkard August 2012 Dissertation written by Maureen K. Drinkard B.S., Kent State University, 2003 Ph.D., Kent State University, 2012 Approved by ___Ferenc de Szalay_, Chair, Doctoral Dissertation Committee ___Mark Kershner_______, Members, Doctoral Dissertation Committee _____Oscar Rocha________, ____Mandy Munro-Stasiuk_, Accepted by _____James Blank______, Chair, Department of Biological Sciences ______Raymond Craig___, Dean, College of Arts and Sciences ii TABLE OF CONTENTS LIST OF FIGURES ............................................................................................................... vi LIST OF TABLES ................................................................................................................. vii ACKNOWLEDGEMENTS .................................................................................................... x CHAPTER I. INTRODUCTION ................................................................................................ 1 Dissertation Goals ............................................................................................. 1 Definition of the Flood Pulse Concept .............................................................. 2 Ecological and economic importance ............................................................... 3 Impacts of environmental -
Tracing Sediment Sources with Meteoric 10Be: Linking Erosion And
Tracing sediment sources with meteoric 10Be: Linking erosion and the hydrograph Final Report: submitted June 20, 2012 PI: Patrick Belmont Utah State University, Department of Watershed Sciences University of Minnesota, National Center for Earth-surface Dynamics Background and Motivation for the Study Sediment is a natural constituent of river ecosystems. Yet, in excess quantities sediment can severely degrade water quality and aquatic ecosystem health. This problem is especially common in rivers that drain agricultural landscapes (Trimble and Crosson, 2000; Montgomery, 2007). Currently, sediment is one of the leading causes of impairment in rivers of the US and globally (USEPA, 2011; Palmer et al., 2000). Despite extraordinary efforts, sediment remains one of the most difficult nonpoint-source pollutants to quantify at the watershed scale (Walling, 1983; Langland et al., 2007; Smith et al., 2011). Developing a predictive understanding of watershed sediment yield has proven especially difficult in low-relief landscapes. Challenges arise due to several common features of these landscapes, including a) source and sink areas are defined by very subtle topographic features that often cannot be detected even with relatively high resolution topography data (15 cm vertical uncertainty), b) humans have dramatically altered water and sediment routing processes, the effects of which are exceedingly difficult to capture in a conventional watershed hydrology/erosion model (Wilkinson and McElroy, 2007; Montgomery, 2007); and c) as sediment is routed through a river network it is actively exchanged between the channel and floodplain, a dynamic that is difficult to model at the channel network scale (Lauer and Parker, 2008). Thus, while models can be useful to understand sediment dynamics at the landscape scale and predict changes in sediment flux and water quality in response to management actions in a watershed, several key processes are difficult to constrain to a satisfactory degree. -
Farming the Ogallala Aquifer: Short and Long-Run Impacts of Groundwater Access
Farming the Ogallala Aquifer: Short and Long-run Impacts of Groundwater Access Richard Hornbeck Harvard University and NBER Pinar Keskin Wesleyan University September 2010 Preliminary and Incomplete Abstract Following World War II, central pivot irrigation technology and decreased pumping costs made groundwater from the Ogallala aquifer available for large-scale irrigated agricultural production on the Great Plains. Comparing counties over the Ogallala with nearby similar counties, empirical estimates quantify the short-run and long-run impacts on irrigation, crop choice, and other agricultural adjustments. From the 1950 to the 1978, irrigation increased and agricultural production adjusted toward water- intensive crops with some delay. Estimated differences in land values capitalize the Ogallala's value at $10 billion in 1950, $29 billion in 1974, and $12 billion in 2002 (CPI-adjusted 2002 dollars). The Ogallala is becoming exhausted in some areas, with potential large returns from changing its current tax treatment. The Ogallala case pro- vides a stark example for other water-scarce settings in which such long-run historical perspective is unavailable. Water scarcity is a critical issue in many areas of the world.1 Water is becoming increas- ingly scarce as the demand for water increases and groundwater sources are exhausted. In some areas, climate change is expected to reduce rainfall and increase dependence on ground- water irrigation. The impacts of water shortages are often exacerbated by the unequal or inefficient allocation of water. The economic value of water for agricultural production is an important component in un- derstanding the optimal management of scarce water resources. Further, as the availability of water changes, little is known about the speed and magnitude of agricultural adjustment. -
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 -
September 8, 2008 RUNOFF CALCULATIONS the Following
BEE 473 Watershed Engineering Fall 2004 RUNOFF CALCULATIONS The following provide the minimum necessary equations for determining runoff from a design storm, i.e., a storm with duration ≈ to the watershed’s time of concentration. When peak flow is the critical design parameter engineers usually design for this storm duration because it represents the most intense storm (shortest duration) for which the entire watershed contributes flow to the outlet. This section emphasizes peak runoff; we will discuss design criteria for runoff volume later in conjunction with ponds, flood routing, and detention basin design A. Time of Concentration: B. Rational Method C. Curve Number Method 1. Calculating Runoff Volume 2. Synthetic Triangular Hydrograph 3. Calculating Peak Runoff (NRCS Graphical Method) September 8, 2008 BEE 473 Watershed Engineering Fall 2004 A. Time of Concentration Equations Dozens of equations have been proposed for the time of concentration. Below are four of the most commonly used that generally agree with each other within 25%. Eqs. A.3 and A.4 consistently predict longer times of concentration, especially for low runoff potentials. The following were adopted from Chow (19XX) 0.77 -0.385 Kirpich (1940): tc = 0.0078L S (A.1) where tc = time of concentration (min.) L = length of channel or ditch from headwater to outlet (ft) S = average watershed slope L1.15 Soil Conservation Service (SCS) (1972): t = (A.2) c 7700H 0.38 where tc = time of concentration (hr) L = length of longest flow path (ft) H = difference in elevation between -
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.