Seawater Intrusion Topic Paper
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Long Term Consequences of Groundwater Pumping in Australia: a Review of Impacts Around the Globe
Long term consequences of groundwater pumping in Australia: A review of impacts around the globe Author Tularam, Gurudeo, Krishna, M. Published 2009 Journal Title Journal of Applied Sciences in Environmental Sanitation Copyright Statement © The Author(s) 2009. The attached file is reproduced here in accordance with the copyright policy of the publisher. For information about this journal please refer to the journal's website or contact the authors. Downloaded from http://hdl.handle.net/10072/29294 Link to published version http://www.trisanita.org/volume042009.htm Griffith Research Online https://research-repository.griffith.edu.au G. A. Tularam and M. Krishna, 2009. Long Term Consequences of Groundwater Pumping in Australia:ISSN A 0Rev126iew-280 Of7 Impacts Around The Globe. Volume 4, Number 2: 151-166, May-August, 2009 © T2009 Department of Environmental Engineering Sepuluh Nopember Institute of Technology, Surabaya & Indonesian Society of Sanitary and Environmental Engineers, Jakarta Open Access http://www.trisanita.org Review Paper LONG TERM CONSEQUENCES OF GROUNDWATER PUMPING IN AUSTRALIA: A REVIEW OF IMPACTS AROUND THE GLOBE G. A. TULARAM* and M. KRISHNA Faculty of Science, Environment, Engineering and Technology Griffith University Brisbane Australia . *Corresponding author: Phone: 00617 37353522; Email: [email protected] Received: 23 rd July 2009; Revised: 26 th August 2009; Accepted: 31 st August 2009 Abstract: Groundwater or subsurface water refers to all water below the surface of the ground including that in the saturated zone and in deep aquifers. Subsurface water has been a readily available source for humans over centuries and has been particularly associated with developing nations. This source has in the past been ill managed and has caused water quality issues in many communities around the world. -
Management of Seawater Intrusion in Coastal Aquifers: a Review
water Review Management of Seawater Intrusion in Coastal Aquifers: A Review Mohammed S. Hussain 1 , Hany F. Abd-Elhamid 2,3, Akbar A. Javadi 4,* and Mohsen M. Sherif 5 1 Civil Engineering Department, College of Engineering, University of Duhok, 1006 AJ Duhok, Kurdistan Region-Iraq; [email protected] 2 Department of Water and Water Structures Engineering, Faculty of Engineering, Zagazig University, Zagazig P.O. Box 44519, Egypt; [email protected] 3 Civil Engineering Department, College of Engineering, Shaqra University, Duwadimi P.O. Box 11911, Saudi Arabia 4 Department of Engineering, College of Engineering, Mathematics and Physical Sciences, University of Exeter, North Park Road, Exeter EX4 4QF, UK 5 National Water Center, United Arab Emirates Univ., Al Ain PO Box 15551, UAE; [email protected] * Correspondence: [email protected] Received: 25 October 2019; Accepted: 20 November 2019; Published: 24 November 2019 Abstract: Seawater intrusion (SWI) is one of the most challenging and widespread environmental problems that threaten the quality and sustainability of fresh groundwater resources in coastal aquifers. The excessive pumping of groundwater, associated with the lack of natural recharge, has exacerbated the SWI problem in arid and semi-arid regions. Therefore, appropriate management strategies should be implemented in coastal aquifers to control the impacts of SWI problems, considering acceptable limits of economic and environmental costs. The management of coastal aquifers involves the identification of an acceptable ultimate landward extent of the saline water body and the calculation of the amount of seaward discharge of freshwater that is necessary to keep the saline–freshwater interface in a seacoast position. -
Sea-Level Rise for the Coasts of California, Oregon, and Washington: Past, Present, and Future
Sea-Level Rise for the Coasts of California, Oregon, and Washington: Past, Present, and Future As more and more states are incorporating projections of sea-level rise into coastal planning efforts, the states of California, Oregon, and Washington asked the National Research Council to project sea-level rise along their coasts for the years 2030, 2050, and 2100, taking into account the many factors that affect sea-level rise on a local scale. The projections show a sharp distinction at Cape Mendocino in northern California. South of that point, sea-level rise is expected to be very close to global projections; north of that point, sea-level rise is projected to be less than global projections because seismic strain is pushing the land upward. ny significant sea-level In compliance with a rise will pose enor- 2008 executive order, mous risks to the California state agencies have A been incorporating projec- valuable infrastructure, devel- opment, and wetlands that line tions of sea-level rise into much of the 1,600 mile shore- their coastal planning. This line of California, Oregon, and study provides the first Washington. For example, in comprehensive regional San Francisco Bay, two inter- projections of the changes in national airports, the ports of sea level expected in San Francisco and Oakland, a California, Oregon, and naval air station, freeways, Washington. housing developments, and sports stadiums have been Global Sea-Level Rise built on fill that raised the land Following a few thousand level only a few feet above the years of relative stability, highest tides. The San Francisco International Airport (center) global sea level has been Sea-level change is linked and surrounding areas will begin to flood with as rising since the late 19th or to changes in the Earth’s little as 40 cm (16 inches) of sea-level rise, a early 20th century, when climate. -
A New Approach to the Step-Drawdown Test
A new approach to the step-drawdown test Dr. Gianpietro Summa Ph.D. in Environmental and Applied Geology Monticchio Bagni 85028 Rionero in Vulture (Potenza), Italy e-mail: [email protected] Abstract In this paper a new approach to perform step-drawdown tests in presented. Step-drawdown tests known so far are performed strictly keeping the value of the pumping rates constant through all the steps of the test. Current technology allows us to let the submerged electric pumps work at a specific revolution per minute (rpm) and allows us to suitably modify the rotation velocity at every step. Our approach is based on the idea of keeping the value of rpm fixed at every step of the test, instead of keeping constant the value of the discharge. Our technique has been experimentally applied to a well and a description of the operations and results are thoroughly presented. Our approach, in this peculiar case, has made possible to understand how actually the discharge Q varies in function of the drawdown sw . It has also made possible to monitor the approaching of the equilibrium between Q and sw , using both the variation of Q and that of sw with time. Moreover, we have seen that for the well studied in this paper the ratio Q/ sw remains almost constant within each step. Keywords characteristic curve - pumping test - equipment/field techniques - hydraulic testing Introduction Step-drawdown tests are nowadays quite popular: they are the most frequently performed tests in the case of single well (Kawecki 1995). There are various reasons why they are performed: in the case of exploration wells, they allow to determine the proper discharge rate for the subsequent aquifer test; in the case of exploitation wells they allow, among other things, to understand the behavior of the well during the pumping, to determine the optimum production capacity and to analyze the well performance over time (Boonstra and Kselik 2001). -
Saltwater Intrusion and Quality of Water in the Floridan Aquifer System, Northeastern Florida
SALTWATER INTRUSION AND QUALITY OF WATER IN THE FLORIDAN AQUIFER SYSTEM, NORTHEASTERN FLORIDA By Rick M. Spechler U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 92-4174 Prepared in cooperation with the CITY OF JACKSONVILLE and the ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Tallahassee, Florida 1994 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Robert M. Hirsch, Acting Director The use of firm, trade, and brand names in this report is for identification purposes only and does not constitute endorsement by the U.S. Geological Survey. For additional information Copies of this report can be write to: purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Branch of Information Services Suite 3015 Box 25286 227 N. Bronough Street Denver, CO 80225-0286 Tallahassee, FL 32301 800-ASK-USGS Additional information about water resources in Florida is available on the World Wide Web at http://fl.water.usgs.gov CONTENTS Abstract.................................................................................................................................................................................. 1 Introduction ........................................................................................................................................................................... 1 Purpose and Scope....................................................................................................................................................... 2 Previous Investigations............................................................................................................................................... -
Causes of Sea Level Rise
FACT SHEET Causes of Sea OUR COASTAL COMMUNITIES AT RISK Level Rise What the Science Tells Us HIGHLIGHTS From the rocky shoreline of Maine to the busy trading port of New Orleans, from Roughly a third of the nation’s population historic Golden Gate Park in San Francisco to the golden sands of Miami Beach, lives in coastal counties. Several million our coasts are an integral part of American life. Where the sea meets land sit some of our most densely populated cities, most popular tourist destinations, bountiful of those live at elevations that could be fisheries, unique natural landscapes, strategic military bases, financial centers, and flooded by rising seas this century, scientific beaches and boardwalks where memories are created. Yet many of these iconic projections show. These cities and towns— places face a growing risk from sea level rise. home to tourist destinations, fisheries, Global sea level is rising—and at an accelerating rate—largely in response to natural landscapes, military bases, financial global warming. The global average rise has been about eight inches since the centers, and beaches and boardwalks— Industrial Revolution. However, many U.S. cities have seen much higher increases in sea level (NOAA 2012a; NOAA 2012b). Portions of the East and Gulf coasts face a growing risk from sea level rise. have faced some of the world’s fastest rates of sea level rise (NOAA 2012b). These trends have contributed to loss of life, billions of dollars in damage to coastal The choices we make today are critical property and infrastructure, massive taxpayer funding for recovery and rebuild- to protecting coastal communities. -
American Water Works Association California-Nevada Section Annual Fall Conference 2015 Las Vegas, Nevada – October 27, 2015 1
Russell J. Kyle, MS, PG, CHG Associate Hydrogeologist Wood Rodgers, Inc. American Water Works Association California-Nevada Section Annual Fall Conference 2015 Las Vegas, Nevada – October 27, 2015 1. Basics of Pumping Wells 2. Types of Pumping Tests 3. Test Procedures 4. Data Analysis 5. Summary Basics of a Pumping Well Discharge Ground Surface Static Water Level Aquifer Loss Cone of Depression Well Loss Pumping Water Level Aquifer Cone of Depression Pumping Depression (1 Well) Specific Capacity Discharge Rate (gpm) Ground Surface Static Water Level Aquifer Loss Drawdown (ft) Well Loss Aquifer Specific Capacity (gpm/ft) = Discharge Rate / Drawdown Specific Capacity Specific capacity (Q/s) defines the relationship between drawdown in the well and its discharge rate. gallons per minute per foot (gpm/foot) of drawdown Often used as a metric of well performance Varies with both time and flow rate. Lower specific capacities will result in deeper pumping water levels, resulting in higher energy costs to pump. Example Calculation Q = 1,793 gpm Static water level = 114.07 feet Pumping water level = 160.3 feet Q/s = 1,793 gpm / (160.3 ft – 114.07 ft) = 39 gpm/ft Well Efficiency Discharge Rate (gpm) Ground Surface Static Water Level Aquifer Loss Drawdown (ft) Well Loss Aquifer Well Efficiency (%) = Aquifer Loss / Total Drawdown Well Interference Discharge Ground Surface Static Water Level Cone of Depression Interference Aquifer Well Interference Coalescing Pumping Depressions (2 Wells) 1. 2. Types of Pumping Tests 3. 4. 5. Typical Pumping -
Electrical Resistivity Imaging of Seawater Intrusion Into the Monterey Bay Aquifer System by A
Electrical Resistivity Imaging of Seawater Intrusion into the Monterey Bay Aquifer System by A. Pidlisecky1, T. Moran2,B.Hansen3, and R. Knight4 Abstract We use electrical resistivity tomography to obtain a 6.8-km electrical resistivity image to a depth of approximately 150 m.b.s.l. along the coast of Monterey Bay. The resulting image is used to determine the subsurface distribution of saltwater- and freshwater- saturated sediments and the geologic controls on fluid distributions in the region. Data acquisition took place over two field seasons in 2011 and 2012. To maximize our ability to image both vertical and horizontal variations in the subsurface, a combination of dipole–dipole, Wenner, Wenner-gamma, and gradient measurements were made, resulting in a large final dataset of approximately 139,000 data points. The resulting resistivity section extends to a depth of 150 m.b.s.l., and is used, in conjunction with the gamma logs from four coastal monitoring wells to identify four dominant lithologic units. From these data, we are able to infer the existence of a contiguous clay layer in the southern portion of our transect, which prevents downward migration of the saltwater observed in the upper 25 m of the subsurface to the underlying freshwater aquifer. The saltwater and brackish water in the northern portion of the transect introduce the potential for seawater intrusion into the hydraulically connected freshwater aquifer to the south, not just from the ocean, but also laterally from north to south. Introduction measure changing groundwater conditions and groundwa- Groundwater is a critical component of freshwater ter elevations. -
Saltwater Intrusion in Los Angeles Area Coastal Aquifers— the Marine Connection
SUPPORTING SOUND MANAGEMENT OF OUR COASTS AND SEAS Saltwater Intrusion in Los Angeles Area Coastal Aquifers— the Marine Connection O ne-third of the water supply for coastal areas of Greater Los Angeles comes from local ground-water sources. Salt- water has penetrated a part of the supply, and a signifi cant part of the remaining supply is at risk. U.S. Geological Survey (USGS) scientists, working in cooperation with local water agencies, are studying the connection between coastal aquifers and the offshore geol- This computer-generated perspective view of the Greater Los Angeles region highlights the locations of “bar- ogy to better understand the riers” (shown in yellow) to saltwater intrusion into coastal aquifers. These barriers consist of freshwater processes and pathways of injection wells. Because some saltwater continues to infi ltrate into Los Angeles Basin aquifers, U.S. Geological Survey scientists are investigating the geology both onshore and offshore to better understand the pathways of saltwater intrusion. saltwater intrusion. This image combines high-resolution offshore bathymetric data and onshore digital-eleva- tion data. (Image produced by J.V. Gardner and P. Dartnell, U.S. Geological Survey.) Saltwater from the Pacifi c Ocean is is more complex than previously imag- on the geometry of geologic structures and seeping into some Los Angeles Basin ined. U.S. Geological Survey (USGS) buried erosional features, such as ancient coastal aquifers and replacing freshwater. scientists, working in cooperation with the stream channels. Another system uses Without treatment, this ground water Water Replenishment District of Southern laterally directed acoustic pulses to create does not conform to drinking-water or California and the Los Angeles County detailed three-dimensional images of the agricultural standards. -
Dynamic Mechanism of an Extremely Severe Saltwater Intrusion in the Changjiang Estuary in February 2014
Hydrol. Earth Syst. Sci., 24, 5043–5056, 2020 https://doi.org/10.5194/hess-24-5043-2020 © Author(s) 2020. This work is distributed under the Creative Commons Attribution 4.0 License. Dynamic mechanism of an extremely severe saltwater intrusion in the Changjiang estuary in February 2014 Jianrong Zhu, Xinyue Cheng, Linjiang Li, Hui Wu, Jinghua Gu, and Hanghang Lyu State Key Laboratory of Estuarine and Coastal Research, East China Normal University, Shanghai, 200241, China Correspondence: Jianrong Zhu ([email protected]) Received: 9 June 2020 – Discussion started: 22 June 2020 Revised: 7 September 2020 – Accepted: 20 September 2020 – Published: 29 October 2020 Abstract. Estuarine saltwater intrusions are mainly con- and vertical mixing (Simpson and Hunter, 1974; Prandle and trolled by river discharge and tides. Unexpectedly, an ex- Lane, 2015). Along-estuary winds can strain density gradi- tremely severe saltwater intrusion event occurred in Febru- ents and the associated destruction or enhancement of strati- ary 2014 in the Changjiang estuary under normal river dis- fication, depending on the wind direction and the entrainment charge conditions. This intrusion cut off the freshwater input depth ratio (Chen and Sanford, 2009). Wind-driven sea level for 23 d into the Qingcaosha reservoir, which is the largest setups at the mouth of estuaries can produce landward flows estuarine reservoir in the world, creating a severe threat to that outcompete river runoff, resulting in the net landward water safety in Shanghai. No similar catastrophic saltwater advection of salt (Aristizabal and Chant, 2015). For multi- intrusion has occurred since records of salinity in the estu- inlet coastal systems, residual (horizontal) circulation is in- ary have been kept. -
Table of Common Symbols Used in Hydrogeology
Common Symbols used in GEOL 473/573 A Area [L2] b Saturated thickness of an aquifer [L] d Diameter [L] e void ratio (dimensionless) or e1 is a constant = 2.718281828... f Number of head drops in a flow of net F Force [M L T-2 ] g Acceleration due to gravity [9.81 m/s2] h Hydraulic head [L] (Total hydraulic head; h = ψ + z) ho Initial hydraulic head [L], generally an initial condition or a boundary condition dh/dL Hydraulic gradient [dimensionless] sometimes expressed as i 2 ki Intrinsic permeability [L ] K Hydraulic conductivity [L T-1] -1 Kx, Ky , Kz Hydraulic conductivity in the x, y, or z direction [L T ] L Length from one point to another [L] n Porosity [dimensionless] ne Effective porosity [dimensionless] q Specific discharge [L T-1] (Darcy flux or Darcy velocity) -1 qx, qy, qz Specific discharge in the x, y, or z direction [L T ] Q Flow rate [L3 T-1] (discharge) p Number of stream tubes in a flow of net P Pressure [M L-1T-2] r Radial coordinate [L] rw Radius of well over screened interval [L] Re Reynolds’ number [dimensionless] s Drawdown in an aquifer [L] S Storativity [dimensionless] (Coefficient of storage) -1 Ss Specific storage [L ] Sy Specific yield [dimensionless] t Time [T] T Transmissivity [L2 T-1] or Temperature (degrees) u Theis’ number [dimensionless} or used for fluid pressure (P) in engineering v Pore-water velocity [L T-1] (Average linear velocity) V Volume [L3] 3 VT Total volume of a soil core [L ] 3 Vv Volume voids in a soil core [L ] 3 Vw Volume of water in the voids of a soil core [L ] Vs Volume soilds in a soil -
Low-Flow (Minimal Drawdown) Ground-Water Sampling Procedures
United States Office of Office of Solid Waste EPA/540/S-95/504 Environmental Protection Research and and Emergency April 1996 Agency Development Response Ground Water Issue LOW-FLOW (MINIMAL DRAWDOWN) GROUND-WATER SAMPLING PROCEDURES by Robert W. Puls1 and Michael J. Barcelona2 Background units were identified and sampled in keeping with that objective. These were highly productive aquifers that The Regional Superfund Ground Water Forum is a supplied drinking water via private wells or through public group of ground-water scientists, representing EPA’s water supply systems. Gradually, with the increasing aware- Regional Superfund Offices, organized to exchange ness of subsurface pollution of these water resources, the information related to ground-water remediation at Superfund understanding of complex hydrogeochemical processes sites. One of the major concerns of the Forum is the which govern the fate and transport of contaminants in the sampling of ground water to support site assessment and subsurface increased. This increase in understanding was remedial performance monitoring objectives. This paper is also due to advances in a number of scientific disciplines and intended to provide background information on the improvements in tools used for site characterization and development of low-flow sampling procedures and its ground-water sampling. Ground-water quality investigations application under a variety of hydrogeologic settings. It is where pollution was detected initially borrowed ideas, hoped that the paper will support the production of standard methods, and materials for site characterization from the operating procedures for use by EPA Regional personnel and water supply field and water analysis from public health other environmental professionals engaged in ground-water practices.