A Rapid Method for Hydraulic Profiling in Unconsolidated Formations
|
|
- Candace Scott
- 6 years ago
- Views:
Transcription
1 Methods Note/ A Rapid Method for Hydraulic Profiling in Unconsolidated Formations by Peter Dietrich 1,JamesJ.ButlerJr., and Klaus Faiß 3 Abstract Information on vertical variations in hydraulic conductivity (K) can often shed much light on how a contaminant will move in the subsurface. The direct-push injection logger has been developed to rapidly obtain such information in shallow unconsolidated settings. This small-diameter tool consists of a short screen located just behind a drive point. The tool is advanced into the subsurface while water is injected through the screen to keep it clear. Upon reaching a depth at which information about K is desired, advancement ceases and the injection rate and pressure are measured on the land surface. The rate and pressure values are used in a ratio that serves as a proxy for K. A vertical profile of this ratio can be transformed into a K profile through regressions with K estimates determined using other techniques. The viability of the approach was assessed at an extensively studied field site in eastern Germany. The assessment demonstrated that this tool can rapidly identify zones that may serve as conduits for or barriers to contaminant movement. Introduction One of the major challenges facing investigators of sites of ground water contamination is how to assess the threat posed by the contamination. Without reliable means to perform such assessments, it is difficult to effectively use resources for remediation activities. As geologic strata tend to exhibit considerably more continuity in the lateral direction than in the vertical, information on vertical variations in K can often shed much insight into how a contaminant will move at a site. Butler (005) describes the major methods for obtaining vertical profiles of K, the most common of which is the borehole flowmeter (Molz and Young 1993; Crisman et al. 001). 1 Corresponding author: Department of Monitoring and Exploration Technologies, Helmholtz Centre for Environmental Research, UFZ, Permoserstraße 15, D Leipzig, Germany; 149 (341) ; fax 149 (341) 35-16; peter.dietrich@ ufz.de Kansas Geological Survey, University of Kansas, 1930 Constant Avenue, Campus West, Lawrence, KS Mess- und Probenahmetechnik Berndsen und Faiß GbR, Schweizerlandstrasse 38, D-7401 Haigerloch, Germany. Received January 007, accepted August 007. Copyright ª 007 The Author(s) Journal compilation ª 007 National Ground Water Association. doi:.1111/j x This method requires a well that is screened across the units of interest. At many sites, such wells are not common because of regulatory concerns about vertical movement of contaminants within the screened interval. In shallow (less than 30 m) unconsolidated settings, directpush (DP) technology (McCall et al. 005; Dietrich and Leven 006) provides an effective vehicle for obtaining information on vertical variations in K in the absence of wells. Butler et al. (007) have recently described a promising DP method for obtaining K estimates at a resolution and accuracy that has not previously been possible. This approach, however, takes time, as 15 min are required to test one relatively permeable interval (K > 1 m/d). A more rapid approach is needed to provide K information in support of site-screening and risk-assessment activities. The direct-push injection logger (DPIL), the subject of this note, was developed to obtain rapid information about vertical variations in K in shallow unconsolidated settings. The primary objectives of the note are to describe this tool and evaluate the information it can provide. The note begins with a basic description of the procedure followed by an overview of the method used to process the acquired data. The viability of the approach is then assessed in a relatively controlled field setting. The note concludes with a discussion of the major advantages and limitations of the tool. Vol. 46, No. GROUND WATER March April 008 (pages 33 38) 33
2 The DPIL The DPIL is a small-diameter tool with a short screen (Figure 1) that is attached to the lower end of a pipe string and advanced into the subsurface with hammer-assisted DP technology. As the tool is advanced, water is continually injected through the screen at a relatively high rate (up to a few L/min in sands and gravels) to keep the screen clean. Upon reaching a depth at which information about K is desired, advancement ceases and the water pressure in the injection tubing is measured at different injection rates using a pressure transducer and flow controller on the surface (Figure 1). Pitkin and Rossi (000) describe a somewhat similar approach in which cessation of advancement is not required. Although information can be obtained more rapidly with that approach, more uncertainty is introduced because it is not possible to separate the pressures induced by injection from those induced by tool advancement. Cessation of advancement enables that source of uncertainty to be eliminated in permeable formations. The total resistance for the water injection (R total )is the ratio of the injection pressure (p inj ) over the injection rate (Q): R total ¼ p inj =Q ð1þ Note that this resistance term is the inverse of the specific capacity parameter commonly computed in well performance tests. The injection pressure consists of the following components: p inj ¼ p trans 1 p l1 1l ðþ where p trans is the pressure measured at the transducer on the surface and p li is the pressure exerted by a water column of length i (Figure 1). The hydrostatic pressure of the water column between the test interval and the water table ðp l3 Þ cancels out and thus does not appear in Equation. The total resistance is a function of conditions at the screen and within the injection tube. In order to evaluate Figure 1. Schematic of the DPIL (a screen with a radius [outer] and length of and 0.05 m, respectively, and an injection tube with an inner diameter of m were used in this work). 34 P. Dietrich et al. GROUND WATER 46, no. : 33 38
3 conditions at the screen, the influence of the hydraulic behavior within the tube must be removed. The total resistance can be expressed as a sum of the resistance due to conditions at the screen (R screen ) and the resistance due to flow in the tube (R tube ): R total ¼ R screen 1 R tube ð3þ The resistance at the screen is inversely related to the hydraulic conductivity of the strata adjacent to the screen. Thus, using this resistance, a ratio can be calculated to serve as a proxy for K: 1 K DPIL ¼ R total R tube ð4þ Note that this ratio is different from the index of hydraulic conductivity that is used in the Waterloo Profiler (Pitkin and Rossi 000) and defined as Q/p trans (Equation 4 without the the p l1 1l term in Equation and the R tube term). The calculation of the K DPIL ratio requires that the tube resistance be known. In the case of laminar flow within the tube, the resistance can be calculated using the Hagen-Poiseuille law (Vennard and Street 1975): R tube ¼ 8Lm pr 4 ð5þ where L is the length of the tube between the pressure transducer and the screen, r is the radius of the tube, and m is the kinematic viscosity of the injected fluid. In the case of turbulent flow within the tube, the resistance depends also on the flow rate and the roughness of the tube wall. For this work, a linearization of the relation between tube resistance and flow rate is used for turbulent conditions: R tube ¼ aq 1 b ð6þ where a and b are parameters that can be determined from a regression analysis of flow and pressure data obtained from experiments with the DPIL equipment. In those experiments, pressures are measured for different flow rates while the injection screen is placed at the same distance above land surface as the pressure transducer. The validity of Equation 6 and the appropriate values for parameters a and b should be assessed at each site. Using Equations 5 and 6, the tube resistance can be described as a function of flow rate. The transition point between laminar and turbulent flow is characterized by the critical Reynolds number (Vennard and Street 1975). The critical Reynolds number for flow in tubes is approximately 0; so, using the definition of the Reynolds number (¼Q/rpm), the flow rate (Q cr ) at the transition point can be written as follows: Q cr ¼ 50 rpm ð7þ Because tube resistance in the vicinity of the transition from laminar to turbulent flow is very difficult to characterize, flow rates for the DPIL should be chosen to be considerably above or below the critical rate defined in Equation 7. In summary, the DPIL procedure consists of measuring the injection rate and pressure at a given vertical position and then calculating the K DPIL ratio from the acquired data. This calculation involves three steps: (1) using Equation 1 to calculate the total resistance from field measurements; () using Equation 5 or 6 to calculate the tube resistance; and (3) using Equation 4 to remove the tube resistance from the total resistance. A vertical profile of the K DPIL ratio can thus be generated from the results of a series of sequential advances and injection tests. Field Assessment The viability of the DPIL procedure was assessed at the Nauen test site, which is located approximately 40 km west of Berlin, Germany. This site was established by the German Federal Institute for Geosciences and Natural Resources in collaboration with the Department of Applied Geophysics of the Technical University of Berlin for the development and evaluation of methods for hydrogeophysical characterization (Goldbeck 00; Yaramanci et al. 00). The results from the previous work, in particular, data from a continuously cored borehole and recent DP investigations (Butler et al. 007), create a relatively controlled framework for method evaluation. The work described here was done in the upper 0 m of the unconsolidated sequence at the site, which consists primarily of fine- to medium-grained sands. Two DPIL profiles were obtained in the vicinity of an existing well at which a continuous core had been collected and within m of sites of DP slug tests (Butler et al. 00; Butler 00) and a direct-push permeameter (DPP) profile (Butler 005; Butler et al. 007). Data from the DP slug tests, DPP, and the continuous core will be used here to assess the viability of the DPIL approach. In the first profile, DPIL1, measurements were obtained at 4 levels with a vertical spacing of approximately 0.5 m. The profile was terminated at m, just past the maximum depth of the nearby DPP profile (14.94 m). At each level, measurements were obtained at three flow rates to assess the dependence of tube resistance on flow rate. The injection rates ranged from 4 to 0 L/h. In all cases, the flow was turbulent, considerably above the critical flow rate defined in Equation 7. In Figure, the ratio of the injection rate over the pressure measured at the transducer (Q/p trans ) is calculated following the approach used by Pitkin and Rossi (000). In Figure 3, the K DPIL ratio is calculated using the procedure described here. The coincidence of K DPIL profiles in Figure 3 demonstrates the importance of including tube resistance and pressure p l1 1l for obtaining defensible data with the DPIL. The results of the second profile, DPIL, are also shown in Figure 3. DPIL was performed to evaluate the repeatability of the approach at a nearby location (1.3 m from DPIL1). Measurements were obtained at 35 levels with a vertical spacing of approximately 0.5 m. At each level, a single flow rate (43 to 48 L/h) was used. The profile was continued until the tool could no longer be advanced (maximum depth of m). As shown in P. Dietrich et al. GROUND WATER 46, no. :
4 Depth from land surface (m) DPIL1 injection rates 89-0 L/h L/h 4-5 L/h Q/p trans (L/[h*kPa]) Figure. Comparison of DPIL profiles for different injection rates. The plotted ratio Q/p trans neglects R tube and the pressure of the water column between the pressure transducer and the water table. Figure 3, the two closely spaced DPIL profiles are, in general, in very good agreement, demonstrating the lateral continuity of site hydrostratigraphy over this short separation distance. The biggest difference between the two profiles is in the vicinity of the apparent low K unit at a depth of 9 m. This discrepancy may largely be a result of small differences in vertical position coupled with the short (0.05 m) screen length. In both profiles, an injection rate of 3 to 4 L/min (180 to 40 L/h) was used during advancement, except in the vicinity of the apparent low K unit, to keep the screen clean. The vertical variations displayed in the K DPIL profiles of Figure 3 suggest that the DPIL approach can provide valuable information about vertical variations in K. The results of a nearby (distance of 1.16 and 1.65 m from DPIL1 and DPIL, respectively) DPP profile are also plotted on Figure 3 to substantiate that suggestion. The comparison of the two DPIL profiles with the DPP profile is quite good, demonstrating that the DPIL can provide important information about relative variations in K. Note that the DPP tool used in this assessment can be advanced only by pushing (no hammering) because of the fragility of the pressure transducers incorporated in that tool (Butler et al. 007). The DPIL profile indicates the existence of a zone of apparent low K just below the depth of maximum penetration of the DPP. This zone may be an interval of more compacted material, which would increase the resistance to pushing and thus prevent the DPP from being advanced to greater depths. Figure 3 demonstrates that the DPIL can provide valuable information about relative variations in K. In an attempt to get more quantitative information, slug test data from nearby DP installations (separation distances of 0.7 to 1.84 m) were used in a regression analysis. The regression was performed between K DPIL ratios and slug test K estimates obtained at the same depths using the K DPIL ratios from both profiles. Although only four slug test K estimates were available, the K range spanned by those values and the large R (0.958) indicate the possibility of a strong correlation between the K DPIL ratio and K (Figure 4). The regression equation was therefore used to transform the K DPIL ratios into K estimates. Figure 5 compares the K values calculated with the regression to the K estimates obtained from both the DPP and slug 0 K DPIL (L/[h*kPa]) Depth from land surface (m) DPIL L/h DPIL L/h DPIL1 4-5 L/h DPIL DPP - CP0709 K from slug tests (m/d) K ST = K DPIL *.173 R = Hydraulic conductivity (m/day) Figure 3. Comparison of profiles of the K DPIL ratio calculated using the procedures outlined in text with the K profile obtained using the DPP K DPIL (L/[h*kPa]) Figure 4. Regression analysis of K DPIL ratio vs. K values from DP slug tests (K ST ). Four K DPIL values are available for each depth at which a slug test was performed. 36 P. Dietrich et al. GROUND WATER 46, no. : 33 38
5 Depth from land surface (m) Direct-Push Slug Test Direct-Push Permeameter Transformed DPIL1 Transformed DPIL Dominant Grain Size Interval Grain Size (mm) Hydraulic conductivity (m/day) Figure 5. Comparison of DPIL K profiles obtained using the regression of Figure 4 with K values from DP slug tests and the DPP. Dominant grain-size intervals based on the German Institute for Standardization (Deutsches Institut für Normung) classification system are also plotted. The DPIL1 K profile is based on the average K DPIL ratio of the three profiles shown in Figure 3. tests. In addition, the dominant grain-size intervals determined from a sedimentologic analysis of the core samples are shown. The comparison in Figure 5 demonstrates that the DPIL approach can identify zones of different hydraulic conductivity and can, when coupled with nearby K data, yield semiquantitative estimates of the hydraulic conductivity of the logged interval. Conclusions The DPIL is a promising tool for delineating vertical variations in hydraulic conductivity in shallow unconsolidated settings. The major advantages of the approach are its speed and mechanical robustness. In units of moderate or higher K (1 m/d or higher), testing at a single level with two flow rates can be completed within to 3 min. This is in contrast to the to 15 min needed to complete testing of a single level with the DPP and the 1 to h needed for DP slug tests (Sellwood et al. 005; Butler et al. 007). The robustness of the tool allows it to be used with hammer-assisted DP technology to reach greater depth than possible with a push-only advancement. In addition, the K DPIL ratio can be transformed into semiquantitative K estimates through regressions with K values obtained using other techniques at similar depth intervals. The major limitation of the DPIL is that clogging of the injection screen can be misinterpreted as a decrease in K. Changes in the effective screen length due to clogging can have a significant effect on the K DPIL ratio, so relatively high injection rates (3 to 4 L/min in this work) should be used during tool advancement to minimize that possibility. The field assessment reported here demonstrates that the DPIL has considerable potential for rapid delineation of vertical variations in K in support of contaminant site investigations. The tool should prove of particular value for the rapid identification of zones that may serve as conduits for or barriers to contaminant movement. Knowledge of the existence of such zones is critical for realistic risk assessments and the design of effective remediation schemes. Acknowledgments This work was supported by the Centre of Applied Geoscience of the University of Tübingen, the DAAD (German Academic Exchange Service) Study Visit Grant Program, and the sabbatical leave program of the University of Kansas. The authors gratefully acknowledge the Department of Applied Geophysics of the Technical University of Berlin for access to the Nauen Test Site and for freely sharing the data from that site. Furthermore, we want to thank Bob Sterrett, Dave Hart, and an anonymous reviewer for the technical review provided. References Butler, J.J. Jr Hydrogeological methods for estimation of hydraulic conductivity. In Hydrogeophysics, ed. Y. Rubin and S. Hubbard, Dordrecht, The Netherlands: Springer. Butler, J.J. Jr. 00. A simple correction for slug tests in smalldiameter wells. Ground Water 40, no. 3: Butler, J.J. Jr., P. Dietrich, V. Wittig, and T. Christy Characterizing hydraulic conductivity with the direct-push permeameter. Ground Water 45, no. 4: Butler, J.J. Jr., J.M. Healey, G.W. McCall, E.J. Garnett, and S.P. Loheide II. 00. Hydraulic tests with direct-push equipment. Ground Water 40, no. 1: Crisman, S.A., F.J. Molz, D.L. Dunn, and F.C. Sappington Application procedures for the electromagnetic borehole flowmeter in shallow unconfined aquifers. Ground Water Monitoring and Remediation 1, no. 4: Dietrich, P., and C. Leven Direct push technologies. In Groundwater Geophysics, ed. R. Kirsch, Berlin, Heidelberg, Germany: Springer. Goldbeck, J. 00. Hydrogeophysical methods at test site Nauen Evaluation and optimization. Master thesis at the Technical University of Berlin, Institute of Applied Geoscience, Berlin. McCall, W., D.M. Nielsen, S. Farrington, and T.C. Christy Use of direct-push technologies in environmental site characterization and ground-water monitoring. In The Practical Handbook of Environmental Site Characterization and Ground-Water Monitoring, nd ed., ed. D.M. Nielsen, Boca Raton, Florida: CRC Press. Molz, F.J., and S.C. Young Development and application of borehole flowmeters for environmental assessment. Log Analyst 34, no. 1: P. Dietrich et al. GROUND WATER 46, no. :
6 Pitkin, S.E., and M.D. Rossi A real time indicator of hydraulic conductivity distribution used to select groundwater sampling depths. Eos 81, no. 19: S39. Sellwood, S.M., J.M. Healey, S. Birk, and J.J. Butler Jr Direct-push hydrostratigraphic profiling: Coupling electrical logging and slug tests. Ground Water 43, no. 1: Vennard, J.K., and R.L. Street Elementary Fluid Mechanics, 5th ed. New York: John Wiley and Sons. Yaramanci, U., G. Lange, and M. Hertrich. 00. Aquifer characterisation with surface-nmr and other geophysical techniques at the test site Nauen/Berlin. Journal of Applied Geophysics, Special Issue on Surface-NMR 50, no. 1, P. Dietrich et al. GROUND WATER 46, no. : 33 38
7 Erratum/ In the Methods Note A rapid method for hydraulic profiling in unconsolidated formations by Dietrich et al. (008), there is a notation error. Equation 5 should read: R tube ¼ 8Lg pr 4 ð5þ where g is the dynamic viscosity of the injected fluid. The kinematic viscosity was inappropriately used in the original equation. We thank Tai Wong of O Connor Associates in Calgary for bringing this notation error to our attention. Reference Dietrich, P., J.J. Butler Jr., and K. Faiß A rapid method for hydraulic profiling in unconsolidated formations. Ground Water 46, no. : Copyright ª 008 The Author(s) Journal compilation ª 008 National Ground Water Association. doi:.1111/j x Vol. 46, No. GROUND WATER March April
Characterizing Hydraulic Conductivity with the Direct-Push Permeameter
Characterizing Hydraulic Conductivity with the Direct-Push Permeameter by James J. Butler Jr. 1, Peter Dietrich 2,VolkerWittig 3,andTomChristy 3 Abstract The direct-push permeameter (DPP) is a promising
More informationTemperature Plume Migration in Aquifers: The necessary first step to geochemical evaluation of thermally-mobilized constituents
Temperature Plume Migration in Aquifers: The necessary first step to geochemical evaluation of thermally-mobilized constituents Nelson Molina Giraldo, PhD. Gordon MacMillan, P.Geol. Matrix Solutions Inc.
More informationHydraulic Tests With Direct Push Equipment
Hydraulic Tests With Direct Push Equipment James J. Butler,Jr. 1,4, John M. Healey 1, G. Wesley McCall 2, Elizabeth J. Garnett 2, and Steven P. Loheide, II 3 Abstract The potential of direct-push technology
More informationSOURCES OF WATER SUPPLY GROUND WATER HYDRAULICS
SOURCES OF WATER SUPPLY GROUND WATER HYDRAULICS, Zerihun Alemayehu GROUNDWATER Groundwater takes 0.6% of the total water in the hydrosphere 0.31% of the total water in the hydrosphere has depth less than
More informationAdvanced Well Test Analysis and Traditional Methods For Injection Well Evaluation 1
Advanced Well Test Analysis and Traditional Methods For Injection Well Evaluation 1 Peter A. Mock, Ph.D., R.G., P.H. 2 Introduction Seemingly miniscule concentrations of suspended particles in injected
More informationEstimation of Hydraulic Conductivity through Slug and Bail Tests
Estimation of Hydraulic Conductivity through Slug and Bail Tests Xiaoyuan Ren May 5, 2011 Abstract Under the hypothetical situation where the Troll Brothers are going to purchase Vassar Ecological Preserve
More informationSimulation of a Novel Groundwater Lowering Technique using. Arbitrary Lagrangian-Eulerian (ale) Method
Simulation of a Novel Groundwater Lowering Technique using Arbitrary Lagrangian-Eulerian (ale) Method Yulan Jin Applied Geology, Geoscience Centre, Göttingen University Goldschmidtstr. 3 D-37077, Göttingen,
More informationPerformance and Analysis of Aquifer Slug Tests and Pumping Tests Policy
Performance and Analysis of Aquifer Slug Tests and Pumping Tests Policy May 31, 2007 Table of Contents page Introduction... 2 (1) Purpose of policy...2 (2) Basis for technical approach...2 (3) The purpose
More informationHydraulic conductivity profiling with direct push methods
Grundwasser Zeitschrift der Fachsektion Hydrogeologie (2012) 17:19 29 DOI 10.1007/s00767-011-0182-9 FACHBEITRAG Hydraulic conductivity profiling with direct push methods Gaisheng Liu James J. Butler Jr.
More informationPOROSITY, SPECIFIC YIELD & SPECIFIC RETENTION. Physical properties of
POROSITY, SPECIFIC YIELD & SPECIFIC RETENTION Porosity is the the ratio of the voids to the total volume of an unconsolidated or consolidated material. Physical properties of n = porosity as a decimal
More informationHydrogeophysics: Applications of Geophysical Techniques in Hydrogeological Investigations
Hydrogeophysics: Applications of Geophysical Techniques in Hydrogeological Investigations Lanbo Liu ( 刘澜波 ) Civil & Environmental Engineering University of Connecticut (Lanbo.Liu@UConn.edu) Tsinghua University,
More informationHydrology. Jürg M. Matter Lamont-Doherty Earth Observatory, The Earth Institute at Columbia University. May 9, 2008
Well Logging Principles and Applications Hydrology Jürg M. Matter Lamont-Doherty Earth Observatory, The Earth Institute at Columbia University May 9, 2008 Outline Background Flowmeter Logging Fluid Movement
More informationSimulation of Pumping Induced Groundwater Flow in Unconfined Aquifer Using Arbitrary Lagrangian-Eulerian Method
Simulation of Pumping Induced Groundwater Flow in Unconfined Aquifer Using Arbitrary Lagrangian-Eulerian Method Y. Jin *1, E. Holzbecher 1, and S. Ebneth 2 1 Applied Geology, Geoscience Centre, Georg-August-University
More informationAquifer Science Staff, January 2007
Guidelines for Hydrogeologic Reports and Aquifer Tests Conducted Within the Jurisdictional Boundaries of the Barton Springs / Edwards Aquifer Conservation District I. Introduction Aquifer Science Staff,
More informationEstimating Streambed and Aquifer Parameters from a Stream/Aquifer Analysis Test
Hydrology Days 2003, 68-79 Estimating Streambed and Aquifer Parameters from a Stream/Aquifer Analysis Test Garey Fox 1 Ph.D. Candidate, Water Resources, Hydrologic, and Environmental Sciences Division,
More informationCLOSED-LOOP HEAT EXCHANGER FOR GROUND COUPLED HEAT PUMPS
Bulletin of the Transilvania University of Braşov Vol. () - 0 Series : Special Issue No. CLOSED-LOOP HEAT EXCHANGER FOR GROUND COUPLED HEAT PUMPS G. DRAGOMIR I. BOIAN V. CIOFOAIA Abstract: Hydraulic imbalances
More informationNew Geophysical Approaches For Providing Hydrogeologists With What They Need:
New Geophysical Approaches For Providing Hydrogeologists With What They Need: Fracture Flow, Water Content, Hydaulic Conductivity, Groundwater Discharge and Flow Zones HIGH K and T Paul Bauman, Franklin
More informationLecture 4: Contaminated Site Characterization
ENGI 7718 Environmental Geotechniques ENGI 9621 Soil Remediation Engineering Lecture 4: Contaminated Site Characterization Spring 2011 Faculty of Engineering & Applied Science 1 1 4.1 Introduction Site
More informationPurpose: Continued development of a conceptual model, incorporating the hydrogeologic information.
GEO 440 Homework 3 Homer Hazardous Waste Site II: Hydrogeologic Investigation Due: September 19 Overview: We will we be continuing the series of exercises that walk you through the modeling process. The
More informationWilliam Wilmot Matrix Solutions Inc. 118, Avenue S.W., Calgary, Alberta, Canada
Hydrogeologic Assessment in Support of the Development of the Peace River Oil Sands Deposit: A Case Study Concerning a Pilot-Scale in-situ SAGD Operation William Wilmot Matrix Solutions Inc. 118, 319-2
More informationPipe Flow Hydraulics
CHE- 3115 Chemical Engineering Processes I - Laboratory Experiment 1 Pipe Flow Hydraulics BACKGROUND The conveyance of fluids through fixed conduits is the most common unit operation in engineering practice.
More informationQuantitative assessment of infiltration processes using ERT: more questions than answers
Quantitative assessment of infiltration processes using ERT: more questions than answers URSULA NOELL 1, THOMAS GUENTHER 2, CHRISTINA GANZ 3 and AXEL LAMPARTER 1 1 Federal Institute for Geosciences and
More informationConceptual Site Models for Environmental Investigations and Remediation
Remediation Technology Symposium (RemTech) 2012 Conceptual Site Models for Environmental Investigations and Remediation October 18, 2012 Tai T. Wong, P.Eng. Authors and Presenter Authors: James Carss,
More informationCE 240 Soil Mechanics & Foundations Lecture 4.3. Permeability I (Das, Ch. 6)
CE 240 Soil Mechanics & Foundations Lecture 4.3 Permeability I (Das, Ch. 6) Outline of this Lecture 1. Permeability in Soils 2. Bernoulli s Equation 3. Darcy s Law 4. Hydraulic Conductivity 5. Hydraulic
More informationWater Well Screens and Well Efficiencies Designing an Efficient Well
A brand of Aqseptence Group Water Well Screens and Well Efficiencies Designing an Efficient Well Efficiency in any system is defined as the ratio of the effective output to the total input. In machines,
More informationFLOWING FLUID ELECTRICAL CONDUCTIVITY PROFILING AN INVENTIVE AND COST EFFECTIVE ALTERNATIVE TO CONVENTIONAL DOWNHOLE HYDRAULIC PROFILING TECHNIQUES
FLOWING FLUID ELECTRICAL CONDUCTIVITY PROFILING AN INVENTIVE AND COST EFFECTIVE ALTERNATIVE TO CONVENTIONAL DOWNHOLE HYDRAULIC PROFILING TECHNIQUES Abstract S.D. Mohr 1 and L. Smith 2 1 Environmental Resources
More informationInfluence of purging the surrounding monitoring wells for groundwater sampling during a hydraulic conductivity test in a monitoring well.
Influence of purging the surrounding monitoring wells for groundwater sampling during a hydraulic conductivity test in a monitoring well. Hafeez Chishti, Ph.D., P.Geol. PHH ARC Environmental 1 SLUG TEST
More informationMapping the depth to groundwater in Europe. Lisbon, June 7, 2002 Torsten Hauck BASF AG, Limburgerhof
Mapping the depth to groundwater in Europe Lisbon, June 7, 2002 Torsten Hauck AG, Limburgerhof FOCUS groundwater higher tier leaching assessment Higher Tier assessment with geo-information data - description
More informationSoil Improvement by Compaction Grouting
CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 31-3223.12 Soil Improvement by Compaction Grouting Part 1 - General 1.01 Introduction
More information,.-,I. ?-.ET;,p\ L-,* :kg
Collecting real-time soil moisture profiles in the vadose zone C.M. Rose S.C. Armstrong J.L. Walker G.N. Young and J.C. Burton Environmental Research Division Argonne National Laboratory Argonne Illinois
More informationNovel Modeling Approach to Understand the Fate of Infiltrated Water at Green Stormwater Infrastructure in Philadelphia, PA
Novel Modeling Approach to Understand the Fate of Infiltrated Water at Green Stormwater Infrastructure in Philadelphia, PA Matt Gamache 1*, Daniel O Rourke 2, and Mark Maimone 3 1 CDM Smith, Boston, Massachusetts
More informationTh G Electromagnetic Monitoring of the Propagation of an Injected Polymer for Enhanced Oil Recovery in Northern Germany
Th G107 10 Electromagnetic Monitoring of the Propagation of an Injected Polymer for Enhanced Oil Recovery in Northern Germany K. Tietze* (GFZ German Research Centre for Geosciences) & O. Ritter (GFZ German
More informationCONCENTRATE AND BRINE MANAGEMENT THROUGH DEEP WELL INJECTION. Abstract
CONCENTRATE AND BRINE MANAGEMENT THROUGH DEEP WELL INJECTION M.S. Bruno and J. Couture, GeoEnvironment Technologies LLC J.T. Young, Terralog Technologies USA, Inc. Abstract The Reverse Osmosis (RO) process
More informationSite Investigation of Ground Water
Site Investigation of Ground Water Christina Page New Jersey Department of Environmental Protection Bureau of Inspection and Review 1 Ground Water Site Investigation Overview Applicable Ground Water Remediation
More informationGeophysical Assessment of Salt and Hydrocarbon Contaminated Soils
Geophysical Assessment of Salt and Hydrocarbon Contaminated Soils Bentley, L.R. 1, J. Headley 2, K. Hayley 1, M. Gharibi 1, S.A. Forté 1 and J. MacDonald 1 1 Department of Geoscience, University of Calgary,
More informationEEN-E1040 Measurement and Control of Energy Systems / v. 08 / TP / Flow measurement. Instructions
EEN-E1040 Measurement and Control of Energy Systems / v. 08 / TP / 15.9.2017 Flow measurement Instructions Contents Contents... 2 1 Objectives... 3 2 Measurement setup... 3 2.1 Location... 3 2.2 Flow system...
More informationExploring Dynamic Interactions Between Surface Water and Groundwater at a Point Bar System in the Muskegon River Watershed
Exploring Dynamic Interactions Between Surface Water and Groundwater at a Point Bar System in the Muskegon River Watershed Introduction The quality of critical surface water resources is linked to the
More informationElectrical Conductivity & Hydraulic Profiling. The Combining of Two Subsurface Investigation Methods (With More to Come)
Electrical Conductivity & Hydraulic Profiling The Combining of Two Subsurface Investigation Methods (With More to Come) How has field work been progressing? Split Spoon and Standard Penetration Testing
More informationDesalination Concentrate Disposal Using Injection Wells: Technical Challenges
Desalination Concentrate Disposal Using Injection Wells: Technical Challenges Robert G. Maliva, Ph.D., and Scott Manahan, P.E. Schlumberger GWPC UIC Conference Sarasota, Florida (January 22-24, 2013) Smanahan@slb.com
More information3. FIELD INVESTIGATION PROGRAM
Department of Public Works U.S. Army Corps of Engineers Phase 1B Geotechnical Investigation Geotechnical Data Report 3.3 FIELD METHODS AND PROCEDURES 3. FIELD INVESTIGATION PROGRAM The borings were advanced
More informationField, laboratory, and modeling investigation of the skin effect at wells with slotted casing, Boise Hydrogeophysical Research Site
Journal of Hydrology 326 (2006) 181 198 www.elsevier.com/locate/jhydrol Field, laboratory, and modeling investigation of the skin effect at wells with slotted casing, Boise Hydrogeophysical Research Site
More informationCONDUCTED FOR: PREPARED FOR: 18 October 2010 YPC Project No. 10GY133
GEOTECHNICAL EXPLORATION AND ENGINEERING SERVICES REPORT CONDUCTED FOR: Immokalee Stormwater Master Plan Implementation Immokalee, Collier County, Florida PREPARED FOR: Mr. Marc Stonehouse, P. E. Project
More informationP Temporary piezometer. MW Piezometer to remain in place. P Temporary piezometer
2. Field Program 2.1 Health and Safety Plan Prior to beginning the field program, CH2M HILL developed a health and safety plan (H&SP). The H&SP provided a summary of potential physical hazards that could
More informationINVESTIGATION ON SURFACE AND SUBSURFACE FLUID MIGRATION: ENVIRONMENTAL IMPACT
Proceedings of the 13 th International Conference on Environmental Science and Technology Athens, Greece, 5-7 September 2013 INVESTIGATION ON SURFACE AND SUBSURFACE FLUID MIGRATION: ENVIRONMENTAL IMPACT
More informationINCORPORATION OF GROUNDWATER FLOW INTO NUMERICAL MODELS AND DESIGN MODELS
INCORPORATION OF GROUNDWATER FLOW INTO NUMERICAL MODELS AND DESIGN MODELS Jeffrey D. Spitler, Ph.D., P.E., Simon J. Rees, Ph.D., and Andrew D. Chiasson Oklahoma State University School of Mechanical and
More informationDYNAMIC UNDERGROUND STRIPPING AND HYDROUS PYROLYSIS/OXIDATION OF PCE AND TCE AT SAVANNAH RIVER SITE
WM 01 Conference, February 25-March 1, 2001, Tucson, AZ DYNAMIC UNDERGROUND STRIPPING AND HYDROUS PYROLYSIS/OXIDATION OF PCE AND TCE AT SAVANNAH RIVER SITE Norm Brown & Dave Parkinson, Integrated Water
More informationEvaporation from soil surface in presence of shallow water tables
New Directions for Surface Water MKfe/wig(Proceedings of the Baltimore Symposium, May 1989) IAHSPubl.no. 181,1989. Evaporation from soil surface in presence of shallow water tables HAMEED R. RASHEED Professor
More informationJET GROUTING Implenia Spezialtiefbau GmbH
JET GROUTING Implenia Spezialtiefbau GmbH Robert Bosch Straße 25 D-63225 Langen Phone: +49 6103 988 345 Fax: +49 6103 988 277 Email: info.spezialtiefbau@implenia.com www.foundation-engineering.implenia.com
More informationDetermining Hydraulic Conductivity Using Pumping Data from Low-Flow Sampling
Determining Hydraulic Conductivity Using Pumping Data from Low-Flow Sampling by Gary A. Robbins 1, Alejandra T. Aragon-Jose 2,andAndresRomero 2 Abstract Hydraulic conductivity values computed using the
More informationINNOVATION OF INVERTED-WELL CHANGES THE CONCEPT OF CONVENTIONAL WELL DESIGN
Thirteenth International Water Technology Conference, IWTC 13 2009, Hurghada, Egypt 1363 INNOVATION OF INVERTED-WELL CHANGES THE CONCEPT OF CONVENTIONAL WELL DESIGN Asaduz Zaman Ph.D., 5026 Bridgewood
More informationCHAPTER 2. Objectives of Groundwater Modelling
CHAPTER 2 Objectives of Groundwater Modelling In the last two decades mathematical modelling techniques have increasingly proved their value in furthering the understanding of groundwater systems and,
More informationGeneral Professional Practice Guidelines for Environmental Geoscience
General Professional Practice Guidelines for Environmental Geoscience Contents 1. Introduction... 1 2. Qualified Person... 2 3. Geoscientific Concept... 2 4. Quality Control and Quality Assurance... 2
More informationAmerican Society for Testing and Materials, 1979, Permeability and Groundwater Contaminant Transport ASTM Publication Code Number
Infiltration Testing at Depth Recommendations provided by the Groundwater Committee of the New Jersey Section of the American Water Resources Association (AWRA) Abstract: The New Jersey Department of Environmental
More informationGroundwater Control for Design & Construction
PDH Course C587 (2 PDH) Groundwater Control for Design & Construction Instructor: T. E. McLaughlin, P.E. 2012 PDH Online PDH Center 5272 Meadow Estates Drive Fairfax, VA 22030-6658 Phone & Fax: 703-988-0088
More informationAmah E. A 1, Anam G. S 1 1 Department of Geology, University of Calabar, Calabar, Nigeria
IOSR Journal of Applied Geology and Geophysics (IOSR-JAGG) e-issn: 2321 0990, p-issn: 2321 0982.Volume 4, Issue 1 Ver. I (Jan. - Feb. 2016), PP 01-08 www.iosrjournals.org Determination of Aquifer Hydraulic
More information4. Groundwater Resources
4. Groundwater Resources 4-1 Majority (97 %) of unfrozen fresh water on earth exists as groundwater. In comparison to surface water, - groundwater is available all year around - groundwater is mostly invisible
More informationInfiltration and Injection Sites and Example Experiments
Hanford 300 A IFC Infiltration and Injection Sites and Example Experiments Mark Rockhold PNNL April 16-19, 2007 Pacific Northwest National Laboratory U.S. Department of Energy Objectives Design a characterization
More informationGroundwater 3/16/2010. GG22A: GEOSPHERE & HYDROSPHERE Hydrology
GG22A: GEOSPHERE & HYDROSPHERE Hydrology Definitions Groundwater Subsurface water in soil or rock that is fully saturated. Aquifer Contains enough saturated material to yield significant quantities of
More informationCharacterization of Deep Groundwater: A Conference Report. William M. Alley, Michael Wireman, Mary Musick 2014 GWPC Annual Forum
Characterization of Deep Groundwater: A Conference Report William M. Alley, Michael Wireman, Mary Musick 2014 GWPC Annual Forum Topical Discussions Analysis of data and information to characterize hydrogeologic
More informationGroundwater Hydrology
Groundwater Hydrology Þröstur Þorsteinsson Environment and Natural Resources, University of Iceland Why study groundwater? Important source of fresh water Large portion of the Earth s fresh water as groundwater
More informationSTRATEGIES FOR CHARACTERIZING SUBSURFACE RELEASES OF GASOLINE CONTAINING MTBE
AUGUST 2000 NO. 11 STRATEGIES FOR CHARACTERIZING SUBSURFACE RELEASES OF GASOLINE CONTAINING MTBE ERIC M. NICHOLS, LFR LEVINE!FRICKE; MURRAY D. EINARSON, CONOR PACIFIC/EFW; STEVEN C. BEADLE, LFR LEVINE!FRICKE
More informationMinimum Saturated Thickness Calculator
Minimum Saturated Thickness Calculator Method Overview and Spreadsheet Description By Andrea Brookfield An Open- File Report for the Kansas Geological Survey Kansas Geological Survey Open- File Report
More informationLarge Drawdown Slug Tests
Large Drawdown Slug Tests Gonzalo Pulido, HydroQual, Inc. (gpulido@hydroqual.com) Thomas P. Ballestero, University of New Hampshire (tom.ballestero@unh.edu) and Nancy E. Kinner, University of New Hampshire
More informationResolving centimeter-scale flows in aquifers and their hydrostratigraphic controls
GEOPHYSICAL RESEARCH LETTERS, VOL. 40, 1098 1103, doi:10.1002/grl.50282, 2013 Resolving centimeter-scale flows in aquifers and their hydrostratigraphic controls G. Liu, S. Knobbe, and J.J. Butler Jr. Received
More informationInvestigation of Groundwater Resources and Airborne-Geophysical Investigation of Selected Mineral Targets in Namibia
NAMIBIA Department of Water Affairs DWA Windhoek FEDERAL REPUBLIC OF GERMANY Federal Institute for Geosciences and Natural Resources BGR Hannover TECHNICAL COOPERATION PROJECT NO.: 2001.2475.0 Investigation
More informationHydrogeologic Characterization. Thomas Doe Winter 2009
Hydrogeologic Characterization Thomas Doe Winter 2009 What You Need to Know from Previous Lecture Hydrologic Cycle Vadose Zone Specific Yield Capillary pressure Groundwater Flow Systems Confined versus
More informationMeasuring Flow Rate in Crystalline Bedrock Wells Using the Dissolved Oxygen Alteration Method
Methods Note/ Measuring Flow Rate in Crystalline Bedrock Wells Using the Dissolved Oxygen Alteration Method by Sarah A. Vitale 1 and Gary A. Robbins 2 Abstract Determination of vertical flow rates in a
More informationDeveloping a Site Characterization Plan
Developing a Site Characterization Plan NEWMOA Back to Basics Part 1: Developing the CSM and Site Characterization Plan Ryan A. Wymore, PE CDM Smith Denver, CO March 27-29, 2018 Introduction Initial CSM
More informationAugust 15, 2006 (Revised) July 3, 2006 Project No A
August 15, 2006 (Revised) July 3, 2006 Project No. 01-05-0854-101A Mr. David Reed, P.E. Protean Design Group 100 East Pine Street, Suite 306 Orlando, Florida 32801 Preliminary Soil Survey Report Polk Parkway
More informationCharacterizing Groundwater Flow in Monitoring Wells by Altering Dissolved Oxygen
Characterizing Groundwater Flow in Monitoring Wells by Altering Dissolved Oxygen by Sarah A. Vitale and Gary A. Robbins Abstract In this study, the dissolved oxygen ( DO ) alteration method (Chlebica and
More informationMiHpt Membrane Interface Probe + Hydraulic Profiling Tool
MiHpt Membrane Interface Probe + Hydraulic Profiling Tool Tom Christy, PE Wes McCall, PG Dan Pipp, Chemist Geoprobe Systems Anders Christensen Klaus Weber NIRAS, Denmark Mads Terkelsen Danish Capital Region
More informationIndex Well Program Update
Index Well Program Update Kansas Water Office March 3, 2009 Geohydrology Section Kansas Geological Survey The index well program was developed to support delineation and enhanced management of aquifer
More informationGround Water Quantity Measurement on the Foot of Mt. Fuji by the Use of Radioisotopes
Ground Water Quantity Measurement on the Foot of Mt. Fuji by the Use of Radioisotopes Toshlro OCHIAI and V. C. RODRIGUEZ* (Agricul. Eng. Res. Station, Ministry of Agriculture and Forestry, * Filipino IAEA
More informationModelling the thermal impact of ground source heat pump systems as a function of hydraulic conductivity
Energy and Sustainability V: Special Contributions 219 Modelling the thermal impact of ground source heat pump systems as a function of hydraulic conductivity V. Somogyi, V. Sebestyén, E. Domokos & R.
More informationGrain-size dependence of shear wave speed dispersion and attenuation in granular marine sediments
Grain-size dependence of shear wave speed dispersion and attenuation in granular marine sediments Masao Kimura Poro-Acoustics Laboratory, 1115-22 Miyakami, Shimizu, Shizuoka, Shizuoka 424-0911, Japan mk45@nifty.com
More informationCMYK. Pantone. Westbay System. Greyscale. Black on White. White on Black. Multi-level Technology for Subsurface Characterization and Monitoring
CMYK Pantone Westbay System Greyscale Black on White White on Black Multi-level Technology for Subsurface Characterization and Monitoring Is Groundwater Monitoring Important? WHY GROUNDWATER MONITORING?
More informationJOCHEN GROSSMANN (*), LARS TISCHER (*), ANDREAS DAHMKE (**), RALF KÖBER (**), GÖTZ HORNBRUCH (**), MICHAEL SCHUBERT (***) & HOLGER WEISS (***)
DEVELOPMENT AND PILOT-SCALE IMPLEMENTATION OF AN NA- AND ENA-BASED REMEDIATION STRATEGY AT A REFINERY SITE WITH LARGE-SCALE PETROLEUM HYDROCARBON AND BTEX-CONTAMINATION JOCHEN GROSSMANN (*), LARS TISCHER
More informationField Study of Hydraulic Conductivity in a Heterogeneous Aquifer: Comparison of Single- Borehole Measurements Using Different Instruments
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Papers in the Earth and Atmospheric Sciences Earth and Atmospheric Sciences, Department of 4-2003 Field Study of Hydraulic
More informationEFFECTIVE CLEANUP AT LAWRENCE LIVERMORE NATIONAL LABORATORY: INNOVATIVE TECHNOLOGIES AND APPROACHES
EFFECTIVE CLEANUP AT LAWRENCE LIVERMORE NATIONAL LABORATORY: INNOVATIVE TECHNOLOGIES AND APPROACHES Albert L. Lamarre Lawrence Livermore National Laboratory Kathy Angleberger U.S. Dept. of Energy Michael
More informationDesign Projects - Case Studies - Detecting DNAPL Source Zones at polluted sites
Design Projects - Case Studies - Detecting DNAPL Source Zones at polluted sites Use of Design Projects GEM Cables to detect Dense Non-Aqueous Phase Liquids (DNAPL's) Source Zones at polluted sites. Summary
More informationSource Characterization and Meteorology Retrieval Including Atmospheric Boundary Layer Depth Using a Genetic Algorithm
Source Characteriation and Meteorology Retrieval Including Atmospheric Boundary Layer Depth Using a Genetic Algorithm Andrew J. Annunio*, Sue E Haupt, and George S. Young The Pennsylvania State University,
More information4 Image Analysis of plastic deformation in the fracture of paper
4 Image Analysis of plastic deformation in the fracture of paper 4.1 Introduction As detailed in Chapter 2, one of the fundamental problems that arises in the estimation of the fracture toughness of an
More informationCFD SIMULATION AND EXPERIMENTAL VALIDATION OF FLUID FLOW IN LIQUID DISTRIBUTORS
CFD SIMULATION AND EXPERIMENTAL VALIDATION OF FLUID FLOW IN LIQUID DISTRIBUTORS Marc Heggemann 1, Sebastian Hirschberg 1, Lothar Spiegel 2, Christian Bachmann 2 1 Sulzer Innotec, Sulzer Markets & Technology
More informationRational Method for In-Situ Prediction of the Vertical Saturated Hydraulic Conductivity of Soils
Rational Method for In-Situ Prediction of the Vertical Saturated Hydraulic Conductivity of Soils 1 BY: M ILAD FATEHNIA P H D C A N D I D A T E O F C I V I L E N G I N E E R I N G C I V I L A N D E N V
More informationCASE STUDY OF THE GROUNDWATER RESOURCES USAGE FOR A COASTAL ARID REGION IN THE AL BATINAH, OMAN
CASE STUDY OF THE GROUNDWATER RESOURCES USAGE FOR A COASTAL ARID REGION IN THE AL BATINAH, OMAN M. Walther 1, J.O. Delfs 2, T. Graf 3, A. Al-Saidi 4, J. Grundmann 5, O. Kolditz 2, R. Liedl 1 1 Institute
More informationLNAPL Remediation via Horizontal Biosparging Wells Facilitates Property Redevelopment
LNAPL Remediation via Horizontal Biosparging Wells Facilitates Property Redevelopment Derek W. Tomlinson M.A.Sc. P.Eng. Environmental Resources Management RemTech 2008 Banff Alberta Canada Outline Site
More informationAbstract. 1 Introduction
Field simulation for land displacements by a three-dimensionalfiniteelement model H.D. Yeh," R.H. Lu/ G.T. Yeh' " Institute of Environmental Engineering; * Department of Civil Engineering, National Chiao-Tung
More information7. Completing the Well s Structure
7. Completing the Well s Structure 7. Completing the Well s Structure Chapter Table of Contents Chapter Table of Contents Chapter Description... 5 Regulatory Requirements Completing the Well s Structure...
More informationEXAMPLE SHEET FOR TOPIC 2 AUTUMN Q1. What is the significance of the Reynolds number Re for the flow of fluid in a circular pipe?
EXMPLE SHEET FOR TOPI 2 UTUMN 2013 Q1. What is the significance of the Reynolds number Re for the flow of fluid in a circular pipe? If the friction factor for a pipe is given by λ = 64/Re for laminar flow,
More informationTechniques Used to Evaluate Potential LNAPL Mobility
Techniques Used to Evaluate Potential LNAPL Mobility Submitted by: David A. Fursevich, M.Sc., R. Donald Burnett, M.Sc., P.Eng., and Christopher P. Lach, P.Eng. Morrow Environmental Consultants Inc., Member
More information4.0 Groundwater Modeling
4.0 Groundwater Modeling P. D. Thorne Predicting future groundwater conditions and the movement of contaminants in groundwater is important in planning waste management and cleanup activities for the Hanford
More informationAquifer Airlift Testing
Presentation for the CWWCA Annual Meeting 2008 by Hank Baski Colorado Springs January 12, 2008 Overview Ground Water: Fallacies & Forecasts Commonly believed fallacies hinder optimal development of water
More informationBritish Columbia s New Guidance for Groundwater Site Characterization
Guy C. Patrick Victoria, BC October 29, 2010 British Columbia s New Guidance for Groundwater Site Characterization Better Investigations for Better Decision Making BC Ministry of Environment, 2010. Technical
More informationA Framework for improving the ability to understand and predict the performance of heap leach piles
A Framework for improving the ability to understand and predict the performance of heap leach piles M. O Kane O Kane Consultants Inc. 232 111 Research Drive Saskatoon, Saskatchewan, Canada S7N 3R2 S.L.
More informationRethinking LNAPL Recovery Metrics. Delivering sustainable solutions in a more competitive world
Rethinking LNAPL Recovery Metrics Overview LNAPL Concepts LNAPL Mobility/Recoverability Implications for LNAPL Remediation LNAPL Resources LNAPL Concepts Simplified Subsurface LNAPL Processes Release Source
More informationGround Water Monitoring Guidance for Nuclear Power Plants EPRI Report No
Ground Water Monitoring Guidance for Nuclear Power Plants EPRI Report No. 1011730 Presented at: RETS-REMP Workshop, June 28, 2005 Wilmington, North Carolina Principal Author: Dave Scott, LEP RSCS Inc.
More informationTunnelling and Underground. Construction Technology
Construction Technology Course Lectures Part 2.2 Ground Improvement Dr Ákos TÓTH 1 Ground Treatment and Improvement In order to improve the construction process when tunnelling through poor ground, a double
More informationFeasibility Study of Subsurface Seawater Intakes West Basin Municipal Water District s Proposed El Segundo Desalination Facility
Feasibility Study of Subsurface Seawater Intakes West Basin Municipal Water District s Proposed El Segundo Desalination Facility November 16, 2015 Bureau of Reclamation Project No. R14AP00173 1 Outline
More informationComparison between Neuman (1975) and Jacob (1946) application for analysing pumping test data of unconfined aquifer
Comparison between Neuman (1975) and Jacob (1946) application for analysing pumping test data of unconfined aquifer Dana Mawlood 1*, Jwan Mustafa 2 1 Civil Engineering Department, College of Engineering,
More informationComparison of Borehole Heat Exchangers (BHEs): State of the Art vs. Novel Design Approaches
Comparison of Borehole Heat Exchangers (BHEs): State of the Art vs. Novel Design Approaches P. Oberdorfer * F. Maier and E. Holzbecher University of Göttingen Geoscience Centre Applied Geology *Corresponding
More information