The Delayed Effects of Variable Density Flow on Flow and Heads in Fresh Groundwater Frans Schaars Theo Olsthoorn Mark Bakker.

Slides:



Advertisements
Similar presentations
EARTHS WATER SUPPLY. SOME QUICK FACTS 70% of the Earths surface is covered with water 70% of the Earths surface is covered with water 97% of Earths water.
Advertisements

Salinity and pumping relations in Fazael- Jericho well fields and determining of utilization thresholds Dr. Joseph Guttman Hydrologic Science Workshop.
Groundwater Flow Equations
Yhd Soil and Groundwater Hydrology
Introduction to Environmental Engineering Lecture 15 Water Supply and Groundwater.
CE Introduction to Environmental Engineering and Science
Ground-Water Flow and Solute Transport for the PHAST Simulator Ken Kipp and David Parkhurst.
Ocean Structure and Circulation 1. Ocean Model Temperature Depth Surface Deeper WarmerColder 2.
20th-SWIMH.F.Abd-Elhamid1 An Investigation into Control of Saltwater Intrusion Considering the Effects of Climate Change and Sea Level Rise H. F. Abd-Elhamid.
8.7 Freshwater/Saltwater Interaction
120 June PURO: reverse osmosis in a well Department of Water Management Section Sanitary engineering Bas Heijman.
Subsurface Hydrology Unsaturated Zone Hydrology Groundwater Hydrology (Hydrogeology )
GLY 521- Hydrogeology Modflow Packages. Block Center Flow (BCF) Package The BCF package is the central package for all solutions Specify the way each.
Climate change impact on water resources Comoro islands are located in the Western Indian Ocean about 10 degrees south of the Equator and less than 300.
Evaluating Safe Yield for Supply Wells in an Aquifer with Fresh Water / Salt Water Interface Gregory Nelson 1, Liliana Cecan 1, Charles McLane 1, and Maura.
1 Pumping Test Analyses in an Aquifer with Fresh Water/Salt Water Interface SWIM 2008 Liliana Cecan, Gregory Nelson, Charles McLane, and Maura Metheny.
Density-Dependent Flows Primary source: User’s Guide to SEAWAT: A Computer Program for Simulation of Three-Dimensional Variable-Density Ground- Water Flow.
Dr. Muhammad Farooq Department of Earth Sciences COMSATS Institute of Information Technology Abbottabad Dr. Samgyu Park Mineral Resources Research Division,
The governing equation for groundwater flow can be written using total head (h) or pressure (p). Why do we typically use head (h) as the dependent variable?
Prospects and modern techniques for an optimal groundwater management Water Resources Management: Needs & Prospects 22 April 2013, Amman, Jordan Maria.
What process is simulated by these moving dots ? a)- Diffusion b)- Dispersion c)- Advection d)- Free convection e)- Something else f)- This is NO groundwater.
An Assessment Tool For Aquifer Storage And Recovery In Coastal Aquifers Mark Bakker Delft University of Technology Kiwa Water Research
Amos Russak1,2, Orit Sivan1, Yoseph Yechieli2 and Boaz Lazar3
Management Application: Volume of Water in Storage (An Ogallala Example with Applicability to All Aquifers in Texas) Judy A. Reeves, Ph.D. Hydrogeologist,
Representing Groundwater in Management Models Julien Harou University College London 2010 International Congress on Environmental Modelling and Software.
The Composition of Seawater
The Composition of Seawater
Modflow, GWVistas MODular three-dimensional finite- difference ground-water FLOW model
Remco van Ek Saltwater intrusion in the Netherlands in relation to the WFD Seminar on Ground- and surface water monitoring Smardzewice,
Investigation Develop simulation and optimization models for a
Density dependent groundwater flow at the island of Texel, The Netherlands  Introduction  Computer code  Model design  Discussion  Conclusions Gualbert.
Scenarios 1.Tidal influence 2.Extreme storm surge (wave overtopping, max. limit 200 l/s/m, period 2 h) Outlook calibration and validation of 3D model transfer.
Evolution of the Marine Intrusion Using Geophysical Methods after 25 years in the Motril-Salobreña Aquifer (Southern Spain) C. Duque, M.L. Calvache, A.
1.Freshwater, Marine and Brackish Water Resources 2. Freshwater pollution.
The impact of climate change on ground water recharge in karst and carbonate rocks: Task The following activities will be developed at selected case.
Naples, Florida, June Tidal Effects on Transient Dispersion of Simulated Contaminant Concentrations in Coastal Aquifers Ivana La Licata Christian.
1 JB/SWICA MODELING FLOW AND SOLUTE TRANSPORT IN THE SUBSURFACE by JACOB BEAR SHORT COURSE ON Copyright © 2002 by Jacob Bear, Haifa Israel. All.
Basin Development Concept of Safe Yield - groundwater systems need to be thought of as 3-D systems, but we often simplify for calculations - groundwater.
The Islamic University of Gaza Faculty of Engineering Civil Engineering Department Water Resources Msc. Groundwater Hydrology- ENGC 6301 lecture 5 ‏ Instructor:
An example of vertical profiles of temperature, salinity and density.
Salt Water Intrusion and its Threat to North Carolina
 Draw a water well in the ground  Show how water gets into the well AQUIFER: Saturated rock and sediment that water can flow through.
Seawater Pure H 2 0 and ……….. Salts Where do the salts in seawater come from?
Pumping of Brackish and Saline Water in Coastal Aquifers: An Effective Tool for Alleviation of Seawater Intrusion Mohsen Sherif Civil and Environmental.
Tunis-2014, April 3 rd. The beginning of charging was January 2009 and the beginning of monitoring of the impact of the treated wastewater was June 2,
EGEE 520 Groundwater Flow in Porous Media Abdallah Abdel-Hafez.
Calculating density Measuring density: 1 Find out the mass of each object with an electronic balance. Calculating density.
A Saltwater Upconing Model to Evaluate Wellfield Feasibility Gregory W. Council Christopher J. Richards June 2008 Salt Water Intrusion Meeting (SWIM) Naples,
Flux of mass in (kg/s) = Flux of mass out (kg/s) = Net Flux of mass in ‘x’ = Net Flux of mass in ‘y’ = Net Flux of mass in ‘z’ =, u, w, v Mass per volume.
Groundwater Flow Equations Groundwater Hydraulics Daene C. McKinney.
AQUIFER STORAGE AND RECOVERY DESIGN CONCEPTS- KEYS TO SUCCESS Thomas M. Missimer, Ph.D. Missimer Groundwater Science, A Schlumberger Company Fort Myers,
A Brief Introduction to Groundwater Modeling
SALT WATER INTRUSION By, Steffi Roy PR11CE2005 Water Institute
Bill W. Arnold, Al-Aziz Eddebbarh1, and Scott C. James2
Groundwater in Hydrologic Cycle
FREEWAT Project FREEWAT (FREE and open source tools for WATer resource management) is a HORIZON 2020 project financed by the EU Commission under the call WATER.
Modeling ASR Hydraulics and Plume Geometry
Experiment 2 Finding density of an object
Assessment of Aquifers for ASR Use: Hydrogeology Does Matter!
Theo Olsthoorn Waternet (Amsterdam Water Supply) / TU-Delft
Figure 3. Ground-water flow paths in an idealized coastal watershed along the Atlantic coast. Fresh ground water is bounded by saline ground water beneath.
Climate change impact on coastal aquifers in France –vulnerability of coastal aquifers due to sea level rise Nathalie Dörfliger Head.
PARAMETERIZATION, UNCERTAINTY – AND “REAL WORLD” MODELING
Boundary Conditions Sources and Sinks Based on Slides Prepared By
Thermo-haline circulation in confined coastal aquifers and resulting deep submarine groundwater discharge Anner Paldor, Einat Aharonov, Oded Katz GSA annual.
Incorporating Initial Conditions Model Calibration Process
Availability of water resources under climate change in SE Europe
Fractures can increase flow greatly in aquifers
July 1, 2019 City of Sunrise Floridan Aquifer Test Program Searching for Sustainable Water Quality and Yield Imagine the result.
CHAPTER 14   SALT WATER INTRUSION.
Presentation transcript:

The Delayed Effects of Variable Density Flow on Flow and Heads in Fresh Groundwater Frans Schaars Theo Olsthoorn Mark Bakker

Variable density modeling Special interest in the movement of the interface Environmental risk of salinization This presentation: The effect of the variable density flow on flows and heads in the fresh groundwater zone 31-12-2018

? Changing flow patterns equilibrium 1mm/d transition 31-12-2018

Calculations using Sea Water Intrusion Package A formulation for seawater intrusion that does not require a vertical discretization of the aquifer The formulation is intended for regional modeling for periods of up to 100 years Implemented in a public-domain MODFLOW package 31-12-2018

The mass balance is replaced by a volume balance (Boussinesq) Approximations The resistance to vertical flow within an aquifer is neglected (Dupuit) The mass balance is replaced by a volume balance (Boussinesq) Diffusion and dispersion are neglected Heavier water is not allowed above lighter water 31-12-2018

Case 1 cross section increased recharge on island z(m+ msl) x(m) 31-12-2018

Case 1 cross section increased recharge on island Phreatic head(m+msl) time(y) 31-12-2018

Case 2 low lying polder area 31-12-2018

Case 2 low lying polder area 31-12-2018

Case 2 low lying polder area 31-12-2018

Case Terschelling Island 31-12-2018

The magnitude and direction of the effect is time-dependent. Conclusions The movement of brackish or salt water can have a considerable impact on the flow and heads in the fresh groundwater zone. The magnitude and direction of the effect is time-dependent. For predictions the transmissivity should be adapted to the considered timescale. 31-12-2018