Groundwater Modeling of the Withdrawal
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Porosity and Permeability Lab
Mrs. Keadle JH Science Porosity and Permeability Lab The terms porosity and permeability are related. porosity – the amount of empty space in a rock or other earth substance; this empty space is known as pore space. Porosity is how much water a substance can hold. Porosity is usually stated as a percentage of the material’s total volume. permeability – is how well water flows through rock or other earth substance. Factors that affect permeability are how large the pores in the substance are and how well the particles fit together. Water flows between the spaces in the material. If the spaces are close together such as in clay based soils, the water will tend to cling to the material and not pass through it easily or quickly. If the spaces are large, such as in the gravel, the water passes through quickly. There are two other terms that are used with water: percolation and infiltration. percolation – the downward movement of water from the land surface into soil or porous rock. infiltration – when the water enters the soil surface after falling from the atmosphere. In this lab, we will test the permeability and porosity of sand, gravel, and soil. Hypothesis Which material do you think will have the highest permeability (fastest time)? ______________ Which material do you think will have the lowest permeability (slowest time)? _____________ Which material do you think will have the highest porosity (largest spaces)? _______________ Which material do you think will have the lowest porosity (smallest spaces)? _______________ 1 Porosity and Permeability Lab Mrs. Keadle JH Science Materials 2 large cups (one with hole in bottom) water marker pea gravel timer yard soil (not potting soil) calculator sand spoon or scraper Procedure for measuring porosity 1. -
PIANO DI EMERGENZA RISCHIO IDRAULICO Art
Comune di SPELLO PROVINCIA DI PERUGIA PIANO DI EMERGENZA RISCHIO IDRAULICO Art. 27 norme P.A.I. – L. 225/92 e successive modificazioni MAGGIO 2007 Geol Contaldo-Marcelli ELENCO DI DISTRIBUZIONE Il presente Piano, una volta approvato dalla Giunta Comunale, va distribuito ai seguenti soggetti: - Al Prefetto - Alla Regione dell’Umbria - Alla Provincia di Perugia - Al Comandante provinciale dei Vigili del Fuoco - Alla Stazione dei Carabinieri locali - Alla Comunità Montana - Alla Croce Rossa Italiana - Al Consorzio della Bonificazione Umbra - All’Autorità di Bacino del Fiume Tevere A tutti gli altri Enti privati coinvolti, sarà spedita una lettera contenente informazioni sul Piano e sui settori nei quali è richiesto il loro intervento COMUNE DI SPELLO Piano di Emergenza Rischio Idraulico art. 27 Norme P.A.I. pag. 2 INDICE Premessa pag. 4 Dati generali sulla popolazione 7 Caratteristiche e idrografia del territorio 8 Come raggiungere Spello 10 Numeri Utili 11 Analisi del rischio e scenario Esondazioni storiche 16 Frane 16 Scenari di rischio per esondazione Bacino F. Topino e T. Marroggia 19 Itinerari alternativi 30 Come raggiungere le principali aree di protezione civile 31 Mitigazione del livello di rischio e normativa di salvaguardia 32 Interventi strutturali per la riduzione del rischio 34 Modello d’intervento Casi di applicazione 35 Centro Operativo Comunale e sala operativa 35 Responsabili di protezione civile e delle funzioni di supporto 38 Aree di protezione civile riportate nella cartografia allegata 39 Fase di preallarme 45 Compiti -
Hydrogeology of Flowing Artesian Wells in Northwest Ohio
Hydrogeology of Flowing Artesian Wells in Northwest Ohio By Curtis J Coe, CPG and Jim Raab Ohio Department of Natural Resources Division of Water Resources June 2016 Bulletin 48 Table of Contents 1.0 Introduction ........................................................................................................................... 1 1.1 Site Location and Setting .................................................................................................. 1 1.2 ODH Water Well Regulations for Flowing Artesian Wells ............................................. 3 1.3 Purpose and Scope of Work .............................................................................................. 3 2.0 Previous Work ....................................................................................................................... 4 2.1 Bedrock Hydrogeology ..................................................................................................... 4 2.2 Glacial Hydrogeolgy ......................................................................................................... 8 2.2.1 Williams Complex Aquifer ....................................................................................... 8 2.2.2 Williams End Moraine Aquifer ................................................................................. 8 2.2.3 Buried Valley Aquifers ............................................................................................ 13 2.2.4 Lake Maumee Lacustrine Aquifer .......................................................................... -
Do You Drink It? 9-12
DO YOU DRINK IT? 9-12 SUBJECTS: Science (Physical Science, Ecology, Earth Science), Social Studies (Geography) TIME: 2 class periods MATERIALS: 3-liter soda bottles aquarium gravel sand (coarse) pump from liquid dispenser blue, yellow & Red food coloring paper cups straws student sheets droppers scissors or razor blades markers OBJECTIVES The student will do the following: 1. Create an aquifer model. 2. Locate major U.S. aquifers. 3. Explain how a well works. 4. Examine a well’s relationship to the water table. 5. Apply principles of well placement. 6. Explain different ways that groundwater is contaminated. 4-37 BACKGROUND INFORMATION An aquifer is an underground layer of rock or soil that holds the water called groundwater. The word “aquifer” is derived from the Latin “aqua” meaning “water ,”and “ferre” meaning “to bring” or “to yield.” The ability of a geological formation to yield water depends on two factors - porosity and permeability. Porosity is determined by how much water the soil or rock can hold in the spaces between its particles. Permeability means how interconnected the spaces are so that water can flow freely between them. There are two types of aquifers. One is a confined aquifer, in which a water supply is sandwiched between two impermeable layers. These are sometimes called artesian aquifers because, when a well is drilled into this layer, the pressure may be so great that water will spurt to the surface without being pumped. This is an artesian well. The other type of aquifer is the unconfined aquifer, which has an impermeable layer under it but not above it. -
Water Levels in Major Artesian Aquifers of the New Jersey Coastal Plain, 1988
WATER LEVELS IN MAJOR ARTESIAN AQUIFERS OF THE NEW JERSEY COASTAL PLAIN, 1988 By Robert Rosman, Pierre J. Lacombe, and Donald A. Storck U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 95-4060 Prepared in cooperation with the NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION West Trenton, New Jersey 1995 CONTENTS Page Abstract............................................................. 1 Introduction......................................................... 2 Purpose and scope............................................... 2 Study area...................................................... 2 Previous investigations......................................... 4 Well-numbering system........................................... 4 Methods of data collection...................................... 5 Description of data presented................................... 6 Acknowledgments................................................. 8 Hydrogeology of the Coastal Plain.................................... 8 Description of aquifers and confining units..................... 11 Location of freshwater/saltwater interface...................... 12 Water levels in artesian aquifers of the Coastal Plain............... 13 Cohansey aquifer in Cape May County............................. 13 Water levels............................................... 13 Water-level fluctuations................................... 13 Atlantic City 800-foot sand..................................... 14 Water levels............................................... 14 Water-level -
Causes of Groundwater Depletion
Number 63 Issue Paper February 2019 Aquifer Depletion and Potential Impacts on Long-term Irrigated Agricultural Productivity When developing policies that regulate groundwater systems that are being depleted, the potential consequences of groundwater depletion need to be fully assessed to determine the trade-offs that exist between the undesired impacts of groundwater depletion and whether these impacts outweigh the benefits associated with groundwater use. (Photo from Ed Hennigan/Shutterstock.) is even higher in arid and semi-arid ar- the Mississippi Embayment Aquifer ABSTRACT eas, where the only consistent source of (Mississippi River lowlands bordering Groundwater is the Earth’s most irrigation water is groundwater. In these Arkansas and Mississippi), aquifers in extracted raw material, with almost regions, however, the use of groundwa- southern Arizona, and smaller aquifers 1,000 cubic kilometers per year (800 ter typically far exceeds the rate at which in many western states. million acre-feet per year) of ground- it is naturally replenished, indicating The groundwater resource with the water pumped from aquifers around the that these critical groundwater resources greatest long-term depletion is the High world. Approximately 70% of ground- are being slowly depleted. Within the Plains (Ogallala) aquifer in the Great water withdrawals worldwide are used to United States, groundwater depletion has Plains Region of the United States, support agricultural production systems, occurred in many important agricultural where groundwater levels have declined and within the United States, about 71% production regions, including the Great by more than 50 meters (150 feet) of groundwater withdrawals are used for Plains Region (Nebraska, Colorado, in some areas. -
La Valle Del Menotre
" Solo mi trovo in questo alpestre loco a piè d'un sacro e glorioso monte dove tra vivi sassi surge un fonte che l’acque porge mormorando un poco..." da un sonetto di Marco da Rasiglia, poeta LA VALLE DEL MENOTRE Visita didattica con gli Studenti dell’Istituto Comprensivo ANNA FRANK di Cannara Foto 1 – Panorama della valle da Pale. Foto 2 – Il percorso pedonale che porta alle cascate Foto 4 – Veduta d’insieme del luogo (da notare l’ingresso della grotta, a destra, e l’uscita, in alto a sinistra). Foto 3 – La cascata maggiore. 1 Il sistema idrografico della valle Umbra Il Consorzio della Bonificazione Umbra dal punto di vista idrografico opera nel bacino Topino-Marroggia che presenta una estensione di circa 1.234 km 2, una quota media di 552 m.s.l.m. e una densità di drenaggio 1.42 km/km 2 23 . Il bacino Topino- Marroggia riunisce due bacini idrografici essenzialmente diversi tra loro, quelli del fiume Topino e del torrente Marroggia-Teverone-Timia. 1. Il bacino del fiume Topino Gli affluenti principali del Topino sono i torrenti Caldognola, Chiona ed Ose in destra idrografica, mentre in sinistra idrografica il Menotre, il Renaro, il Rapace, il Sambro ed il fiume Timia. Il fiume Topino, affluente di sinistra del fiume Chiascio, interessa il comprensorio del Consorzio della Bonificazione Umbra per tutta la sua estensione e ne rappresenta il corso d’acqua più significativo. E’ caratterizzato da una lunghezza di circa 77 km ed una pendenza media dell'1%. Il Topino ha origine alle pendici del M. -
Flowing Artesian Wells
Flowing Artesian Wells Water Stewardship Information Series Table of Contents What’s the difference between a flowing artesian well Are there specific actions to avoid when flowing artesian and an artesian well? . 1 conditions are present? . 6 Why do wells flow? . 1 How can flowing artesian well be constructed in bedrock aquifers? . 7 Why is stopping or controlling artesian flow important? . 2 How can flowing artesian well be constructed in How can flowing artesian conditions be determined unconsolidated aquifers? . 7 before drilling? . 2 What should be done if flowing artesian conditions are What are the provincial regulatory requirements for suddenly encountered? . 7 controlling or stopping artesian flow? . 2 What are the key factors in completing and equipping What does it mean to “control” artesian flow from a well? . 3 a flowing artesian well? . 8 Will a flowing artesian well dry up if the flow is stopped How is the pressure or static water level for a flowing or controlled? . 3 artesian well measured? . 8 Are there any water quality concerns with flowing How should flowing artesian wells be closed? . 8 artesian wells? . 3 How is a flowing artesian well disinfected? . 9 Are there any other concerns with flowing artesian wells? . 3 Further Information . 9 What can be done with an existing flowing well? . 4 What if the flow is needed, for example, to increase the baseflow of a creek or stream? . 4 Are there some general guidelines for constructing a flowing artesian well? . 4 What are the key issues to be aware of when drilling a flowing artesian well? . 5 This booklet contains general information on flowing artesian wells for well drillers, groundwater consultants and well owners Hydrostatic head (or confining pressure) is the vertical in British Columbia . -
The Secret Life of Groundwater
The Secret Life of Groundwater Presented by Natalie Ballew, Texas Water Development Board Activity by Shae Luther and Josh Sendejar, Texas Water Development Board 1 Groundwater flow according to Athanasius Kircher (Kricher, 1665) Image from www.un-igrac.org/sites/default/files/resources/files/Groundwater_around_world.pdf Groundwater has often been perceived as a complete mystery. Imagination and mythology used to drive perceptions of groundwater flow. This is a depiction of groundwater flow from the 1600s. Back then, people believed that water moved from the sea floor up to mountains through mysterious channels where it emerged as springs. The Texas Supreme Court, in more recent history, has even called groundwater ‘secret, occult, and concealed.’ 2 Now, based on scientific observation, we have the water cycle as we know it today. I’m sure y’all are all familiar with the water cycle, how water moves around the earth and atmosphere. The basics, if you need a refresher, evaporation, condensation and precipitation. The water cycle is so much more than just that. Scientists continue to collect data to understand all parts of the water cycle because it’s essential to life on earth and understanding all parts of it can help us make smart decisions around use and conservation to ensure we have water available for generations to come. 3 Today we’ll focus on the groundwater portion of the water cycle. Groundwater is a very important resource in Texas for things like irrigation, public water supply, and environmental needs; in fact, there is more groundwater use in the state than there is surface water use. -
Deflusso Minimo Vitale Stazione Idrometrica Santa Lucia 1,210 70 Inizio Media Valle Del Tevere (A Monte T
ALTO TEVERE Corpo idrico Sezione di riferimento DMV (m3/s) DMV/Qott (%) Inizio tratto umbro 1,200 80 Deflusso minimo vitale Stazione idrometrica Santa Lucia 1,210 70 Inizio Media Valle del Tevere (a monte T. Assino) 1,450 60 Fiume Tevere Stazione idrometrica Pierantonio 1,639 60 Stazione idrometrica Ponte Felcino 1,719 60 Sezioni di riferimento Chiusura bacino Alto Tevere 1,770 60 : Fiume Tevere Lago di Montedoglio : Fiume Chiascio : Fiume Topino S. Giustino a Lam : T. Fiume Timia : 2 1,200 (m /s) o n an lci eg Se . R T. So T. T : vara Torrente Marroggia hi sc a . V Citerna T a . Cerfon t T e a r ti n : 'A d Fiume Nestore . T a la i Città di Castello r o h Soa z c . : r r T a E Fiume Paglia c T. S . T Metauro 1,210 (m2/s) : Pietralunga Torrente Chiani ggia A : T. io iorg T .G . S : . C Fiume Nera T e s a a a Esino n n i o a in Sheggia p t L n T r ella Se . N . a in T. es T . C rp to T a : r . C e T Fiume Corno o n Montone si ima s in A : T. M . to T T na Fiume Velino . S.Do Costacciaro Gubbio no ea Alto Tevere S . T a Sigillo gi eg . R T T. La nna T . Umbertide NESTORE M 2 e a 1,450 (m /s) Acquiferi alluvionali significativi Corpo idrico Sezione di riferimento DMV (m3/s) DMV/Qott (%) n n T o s . -
An Overview of Groundwater Management in Texas
11/9/2016 So Secret, Occult, and Concealed: An Overview of Groundwater Management in Texas Robert E. Mace, Ph.D., P.G . Texas Water Development Board presented to The Houston Geological Society November 9, 2016; Houston, Texas data planning financing 1 11/9/2016 The following presentation is based upon professional research and analysis within the scope of the Texas Water Development Board’s statutory responsibilities and priorities but, unless specifically noted, does not necessarily reflect official Board positions or decisions. 2 11/9/2016 Groundwater * This could cost you Pound Cake some dough! ** Add rum for flavor! 1. Are you in a groundwater conservation district, Edwards Aquifer Authority, or subsidence district? 2. If the answer is “No”, then you can do whatever you Want (unless you don’t own the water rights, are in a city that restricts wells, are wasteful, or are mean). 3. If the answer is “yes”, then you need to check with the district and/or authority (and city) to see what you can (or can’t do). 4. Keep close tabs on new laws, rules, and court cases. 3 11/9/2016 Denison, Texas 4 11/9/2016 Railroad East well ? ft well 30 ft 33 ft 5 ft 60 ft 66 ft 20 ft eâÄx Éy VtÑàâÜx 1904 AAAáÉ áxvÜxà? ÉvvâÄà tÇw vÉÇvxtÄxwAAA 5 11/9/2016 Fort Worth: 1876 6 11/9/2016 Dallas • Drilled first well in 1887 • The “Dallas Geyser”: 1,000,000 gallons per day • “Well, I swar: I’d rather go to see that than a hanging!” • Folks proposed drilling 270 wells to turn Big D into a seaport town 7 11/9/2016 Water‐level declines 800 600 400 Paluxy 200 Woodbine -
Wells Introduction/Information Groundwater Is Withdrawn from the Ground Through Wells for Use in Our Homes, Farms, and Industries
Student Handout Student Name___________________ Wells Introduction/Information Groundwater is withdrawn from the ground through wells for use in our homes, farms, and industries. Wells are drilled or driven into water-bearing underground zones called aquifers. A pump is used to withdraw water from the well. A screen is placed at the bottom of the well to keep soil from being pumped out along with the water. When a well is drilled to penetrate any aquifer, water will enter the well casing. In an unconfined aquifer, the water level will stabilize in the well at the top of the saturated zone. The top of the saturated zone is called the water table. In a confined or artesian aquifer, pressure from overlaying soil and water will cause water in the well to rise above the top of the aquifer, potentially resulting in the flow of water above the surface of the ground. A flowing well or artesian well may result. In the model, you can see the artesian well protruding above the lake/stream bed. There is a confining layer of clay above the bottom aquifer of gravel which supplies water to the artesian well. The bottom of the model serves as a confining layer beneath the aquifer. Piezometers are observation wells used by researchers for studying groundwater. They are different from drinking water wells in both their construction and use. Piezometers are smaller and not as durably constructed as drinking water wells because they are meant for observation and testing. Drinking water wells are regulated by state codes that specify the depth required, the materials used, and the locations of the wells.