Quarterly Journal of Engineering Geology and Hydrogeology

Slides:



Advertisements
Similar presentations
Mine dewatering for pit slope stability
Advertisements

I1i1 i2i2 r p r = runoff from upslope areas i 1 = inflow from Upper Carbonate aquifer i 2 = inflow from Decorah area infiltration p = precipitation (direct)
Hydrological Modelling of Small Scale Processes in a Wetland Habitat O. M. JOHANSEN, J.B. JENSEN & M.L. PEDERSEN Aalborg University, Department of Civil.
One estimate of global water distribution Volume (1000 km 3 ) Percent of Total Water Percent of Fresh Water Oceans, Seas, & Bays1,338, Ice caps,
Hydrologic/Watershed Modeling Glenn Tootle, P.E. Department of Civil and Environmental Engineering University of Nevada, Las Vegas
Subsurface Hydrology Unsaturated Zone Hydrology Groundwater Hydrology (Hydrogeology )
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?
Uses of Modeling A model is designed to represent reality in such a way that the modeler can do one of several things: –Quickly estimate certain aspects.
Applying Methods for Assessing the Costs and Benefits of CCA 2 nd Regional Training Agenda, 30 September – 4 October 2013 Priyanka Dissanayake- Regional.
Advancements in Simulating Land Hydrologic Processes for Land Surface Modeling (LSM) Hua Su Presentation for Physical Climatology.
Storage Coefficients/Specific Yield. Storage Coefficient/Storativity S: storage coefficient or storativity: The amount of water stored or released per.
Hydrologic Related Activities within the Joint Institute for Caribbean Climate Studies Eric Harmsen, Ph.D., P.E. Dept. of Agricultural and Biosystems Engineering.
Printed by Introduction: The nature of surface-atmosphere interactions are affected by the land surface conditions. Lakes (open water.
Brian A. Smith, Ph. D., P.G. Brian B. Hunt, P.G. Barton Springs/Edwards Aquifer Conservation District Texas Groundwater 2004: Towards Sustainability November.
Estimating Groundwater Recharge in Porous Media Aquifers in Texas Bridget Scanlon Kelley Keese Robert Reedy Bureau of Economic Geology Jackson School of.
1 Engineering Analysis of Properties Designated within the City of Bonita Springs as “Density Reduction/Groundwater Resource” (DR/GR) Land Use Category.
The Islamic University of Gaza Faculty of Engineering Civil Engineering Department EENV 5326 Groundwater Modeling.
ArcHydro Groundwater Data Model Build off from the ArcHydro surface water data model to create a logical connection between surface water and groundwater.
CE 3354 Engineering Hydrology Lecture 2: Surface and Groundwater Hydrologic Systems.
Objective: conceptual model definition and steady state simulation of groundwater flow.
A Brief Introduction to Groundwater Modeling
CEE 3430, Engineering Hydrology David Tarboton
An Integrated Approach for Subsidence Monitoring and Sinkhole Formation in the Karst Terrain of Dougherty County, Georgia Matthew Cahalan1 and Adam Milewski1.
Ground Water Balance at Barton Springs
by S. P. Gregory, L. D. Maurice, J. M. West, and D. C. Gooddy
Test 1 Review Chapter 1, Hydrologic cycle and the water balance
Céline Scheidt, Jef Caers and Philippe Renard
Quarterly Journal of Engineering Geology and Hydrogeology
Quarterly Journal of Engineering Geology and Hydrogeology
by V. J. Banks, S. H. Bricker, K. R. Royse, and P. E. F. Collins
The epidemiology and impact of pain in osteoarthritis
Hydrology CIVL341.
by Richard L. Bowers, and Jonathan W. N. Smith
Quarterly Journal of Engineering Geology and Hydrogeology
Introduction to Geohazards of Central China
Quarterly Journal of Engineering Geology and Hydrogeology
Connections between groundwater flow and transpiration partitioning
Quarterly Journal of Engineering Geology and Hydrogeology
Depth plot of maximum vertical hydraulic fracture propagation from all known shale gas operations in the Marcellus Shale from 2001 to 2010, with the base.
by B. Vesterberg, R. Bertilsson, and H. Löfroth
Geological and geotechnical studies around Kaswati dam, Kachchh, India: implications on tectonic stability, rock mass property and water retention capacity.
Quarterly Journal of Engineering Geology and Hydrogeology
Middelburgse kade peat dyke: (a) cross-section; (b) comparison between hydraulic head predictions; (c) comparison between predictions and measurements;
Liberation of selenium from alteration of the Bowland Shale Formation: evidence from the Mam Tor landslide by John Parnell, Liam Bullock, Joseph Armstrong,
Editorial 2018 by Jane Dottridge, and Eddie Bromhead
Quantification of potential macroseismic effects of the induced seismicity that might result from hydraulic fracturing for shale gas exploitation in the.
Mine water rebound in South Nottinghamshire: risk evaluation using 3-D visualization and predictive modelling by S. Dumpleton, N. S. Robins, J. A. Walker,
Water supply maps for northern France created by British military geologists during World War II: precursors of modern groundwater development potential.
Diversity in the science and practice of engineering geology
A half-century of contributions to landslide knowledge in QJEGH
How do water and carbon cycles operate in contrasting locations?
Editorial by Eddie Bromhead, and Steve Buss
Geological Society, London, Engineering Geology Special Publications
Alice, aggregates and tax: muddy waters
Volume 109, Issue 10, Pages (November 2015)
Newbury slope: (a) slope cross-section and soil water retention and hydraulic conductivity function properties for the modelled London Clay; (b) history.
Hydrology CIVL341 Introduction
Quarterly Journal of Engineering Geology and Hydrogeology
Geological Society, London, Engineering Geology Special Publications
Shrinkage limit test results and interpretation for clay soils
Department of Water and Sanitation
Quarterly Journal of Engineering Geology and Hydrogeology
Advances in engineering geology in the UK 1950–2018
Schematic cross-section from the eastern Alcock Rise across the East Andaman Basin, SE offshore Myanmar. Schematic cross-section from the eastern Alcock.
Comparison of graphic log systems illustrating the difference in geological message between (a) use of basic symbols used with ‘artistic flexibility’ and.
Plot of (a) C5–C8 aliphatic, (b) C9–C12 aliphatic, (c) C9–C10 aromatic, (d) n-hexane, (e) naphthalene and (f) TPH (Total Petroleum Hydrocarbon) concentrations.
A conceptual model of heavy hydrocarbon fate and transport in the environment. A conceptual model of heavy hydrocarbon fate and transport in the environment.
Department of Hydrogeology
Editorial by Eddie Bromhead, and Daren Gooddy
by Richard C. Ghail, and Jamie R. Standing
Presentation transcript:

Quarterly Journal of Engineering Geology and Hydrogeology Transient water balances to support the conceptual understanding of flows in limestone aquifers by M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology Volume 41(1):21-33 February 20, 2008 © 2008 The Geological Society of London

Local geology and key water features. M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London

North–south geological cross-section. M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London

Relationship between spring flows and groundwater levels. M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London

Schematic conceptual model of local hydrogeology. M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London

Penman two-store soil moisture balance model (see text for description of numbered features). M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London

Schematic illustration of configuration of 1D water balance ‘stores’. M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London

Comparison of observed and simulated flows at the spring for the period October 2002–September 2003. M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London

Contribution to simulated annual flow from various components of system. M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London

Comparison of observed and simulated flows at the quarry for the period October 2002–September 2003. M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London

Sensitivity analysis showing effect of varying parameters on average simulated spring flow (1961–2003). Sensitivity analysis showing effect of varying parameters on average simulated spring flow (1961–2003). M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London

Illustrative example of predicted effect of mitigation on spring flows. M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London

Illustrative example of use of water balance calculations to estimate volume of water to be stored. M. Streetly Quarterly Journal of Engineering Geology and Hydrogeology 2008;41:21-33 © 2008 The Geological Society of London