{"product_id":"construction-dewatering-and-groundwater-control-isbn-9780471479437","title":"Construction Dewatering and Groundwater Control","description":"The most up-to-date guide to construction dewatering and groundwater control  \u003cp\u003eIn the past dozen years, the methods of analyzing and treating groundwater conditions have vastly improved. \u003ci\u003eThe Third Edition\u003c\/i\u003e of \u003ci\u003eConstruction Dewatering and Groundwater Control\u003c\/i\u003e, reflecting the most current technology and practices, is a timely and much-needed overview of this rapidly changing field.\u003c\/p\u003e \u003cp\u003eIllustrated with hundreds of new figures and photographs and including numerous detailed case histories, the \u003ci\u003eThird Edition\u003c\/i\u003e of \u003ci\u003eConstruction Dewatering and Groundwater Control\u003c\/i\u003e is a comprehensive and valuable reference for both students and practicing engineers alike.\u003c\/p\u003e \u003cp\u003eDrawing on real-world experience, the authors lead the reader through all facets of the theory and practice of this fascinating and often complex engineering discipline. Discussion includes:\u003c\/p\u003e \u003cul\u003e \u003cli\u003eDozens of case histories demonstrating various groundwater control practices and lessons learned in groundwater control and work performed\u003c\/li\u003e \u003cli\u003eDetailed methods of controlling groundwater by use of conventional dewatering methods as well as vertical barrier, grouted cutoff, and frozen ground techniques\u003c\/li\u003e \u003cli\u003eContracting practices and conflict resolution methods that will help minimize disputes\u003c\/li\u003e \u003cli\u003eAlternatives and effective practices for handling and treating contaminated groundwater\u003c\/li\u003e \u003cli\u003eInnovations in equipment and materials that improve the performance and efficiency of groundwater control systems\u003c\/li\u003e \u003cli\u003ePractices and procedures for success in artificial recharge\u003c\/li\u003e \u003cli\u003eGroundwater modeling to simulate and plan dewatering projects\u003c\/li\u003e \u003cli\u003eInclusion of dual U.S. customary and metric units throughout\u003c\/li\u003e \u003c\/ul\u003e \u003cp\u003e\u003ci\u003eConstruction Dewatering and Groundwater Control\u003c\/i\u003e is an indispensable tool for all engineering and construction professionals searching for the most up-to-date coverage of groundwater control for various purposes, the modern ways to identify and analyze site-specific situations, and the modern tools available to control them.\u003c\/p\u003e \u003cb\u003eGroundwater in Construction.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 1.1 Groundwater in the Hydrologic Cycle.  \u003cp\u003e\u003c\/p\u003e 1.2 Origins of Dewatering.  \u003cp\u003e\u003c\/p\u003e 1.3 Development of Modern Dewatering Technology.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eTHE GEOLOGY OF SOILS.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 2.1 Geologic Time Frame.  \u003cp\u003e\u003c\/p\u003e 2.2 Formation of Soils.  \u003cp\u003e\u003c\/p\u003e 2.3 Mineral Composition of Soils.  \u003cp\u003e\u003c\/p\u003e 2.4 Rivers.  \u003cp\u003e\u003c\/p\u003e 2.5 Lakes.  \u003cp\u003e\u003c\/p\u003e 2.6 Estuaries.  \u003cp\u003e\u003c\/p\u003e 2.7 Beaches.  \u003cp\u003e\u003c\/p\u003e 2.8 Wind Deposits.  \u003cp\u003e\u003c\/p\u003e 2.9 Glaciers-The Pleistocene Epoch.  \u003cp\u003e\u003c\/p\u003e 2.10 Rock.  \u003cp\u003e\u003c\/p\u003e 2.11 Limestone and Coral.  \u003cp\u003e\u003c\/p\u003e 2.12 Tectonic Movements.  \u003cp\u003e\u003c\/p\u003e 2.13 Man-Made Ground.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eSoils and Water.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 3.1 Soil Structure.  \u003cp\u003e\u003c\/p\u003e 3.2 Gradation of Soils.  \u003cp\u003e\u003c\/p\u003e 3.3 Porosity, Void Ratio and Water Content.  \u003cp\u003e\u003c\/p\u003e 3.4 Relative Density, Specific Gravity, and Unit Weight.  \u003cp\u003e\u003c\/p\u003e 3.5 Capillarity and Unsaturated Flow.  \u003cp\u003e\u003c\/p\u003e 3.6 Specific Yield and Specific Retention.  \u003cp\u003e\u003c\/p\u003e 3.7 Hydraulic Conductivity.  \u003cp\u003e\u003c\/p\u003e 3.8 Plasticity and Cohesion of Silts and Clays .  \u003cp\u003e\u003c\/p\u003e 3.9 Unified Soil Classification System (ASTM D-2487).  \u003cp\u003e\u003c\/p\u003e 3.10 Soil Descriptions.  \u003cp\u003e\u003c\/p\u003e 3.11 Visual and Manual Classification of Soils.  \u003cp\u003e\u003c\/p\u003e 3.12 Seepage Forces and Soil Stress.  \u003cp\u003e\u003c\/p\u003e 3.13 Gravity Drainage of Granular Soils.  \u003cp\u003e\u003c\/p\u003e 3.14 Drainage of Silts and Clays: Pore Pressure Control.  \u003cp\u003e\u003c\/p\u003e 3.15 Settlement as a Result of Dewatering.  \u003cp\u003e\u003c\/p\u003e 3.16 Preconsolidation.  \u003cp\u003e\u003c\/p\u003e 3.17 Other Side Effects of Dewatering.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eHydrology of The Ideal Aquifer.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 4.1 Definition of the Ideal Aquifer.  \u003cp\u003e\u003c\/p\u003e 4.2 Transmissivity T.  \u003cp\u003e\u003c\/p\u003e 4.3 Storage Coefficient Cs and Specific Yield .  \u003cp\u003e\u003c\/p\u003e 4.4 Pumping from a Confined Aquifer.  \u003cp\u003e\u003c\/p\u003e 4.5 Recovery Calculations.  \u003cp\u003e\u003c\/p\u003e 4.6 The Unconfined or Water Table Aquifer.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eCharacteristics of Natural Aquifers.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 5.1 Anisotropy: Stratified Soils.  \u003cp\u003e\u003c\/p\u003e 5.2 Horizontal Variability.  \u003cp\u003e\u003c\/p\u003e 5.3 Recharge Boundaries: Radius of Influence R0.  \u003cp\u003e\u003c\/p\u003e 5.4 Barrier Boundaries.  \u003cp\u003e\u003c\/p\u003e 5.5 Delayed Release from Storage.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eDewatering Design Using Analytical Methods.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 6.1 Radial Flow to a Well in a Confined Aquifer.  \u003cp\u003e\u003c\/p\u003e 6.2 Radial Flow to a Well in a Water Table Aquifer.  \u003cp\u003e\u003c\/p\u003e 6.3 Radial Flow to a Well in a Mixed Aquifer.  \u003cp\u003e\u003c\/p\u003e 6.4 Flow to a Drainage Trench from a Line Source.  \u003cp\u003e\u003c\/p\u003e 6.5 The System as a Well: Equivalent Radius rs.  \u003cp\u003e\u003c\/p\u003e 6.6 Radius of Influence Ro.  \u003cp\u003e\u003c\/p\u003e 6.7 Hydraulic Conductivity K and Transmissivity T.  \u003cp\u003e\u003c\/p\u003e 6.8 Initial Head H and Final Head h.  \u003cp\u003e\u003c\/p\u003e 6.9 Partial Penetration.  \u003cp\u003e\u003c\/p\u003e 6.10 Storage Depletion.  \u003cp\u003e\u003c\/p\u003e 6.11 Specific Capacity of the Aquifer.  \u003cp\u003e\u003c\/p\u003e 6.12 Cumulative Drawdowns or Superposition.  \u003cp\u003e\u003c\/p\u003e 6.13 Capacity of the Well Qw.  \u003cp\u003e\u003c\/p\u003e 6.14 Flow Net Analysis and the Method of Fragments .  \u003cp\u003e\u003c\/p\u003e 6.15 Concentric Dewatering Systems.  \u003cp\u003e\u003c\/p\u003e 6.16 Vertical Flow.  \u003cp\u003e\u003c\/p\u003e 6.17 Gravel Tremie.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eGroundwater Modeling using Numerical Methods.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 7.1 Models in Dewatering Practice.  \u003cp\u003e\u003c\/p\u003e 7.2 When to Consider a Numerical Model .  \u003cp\u003e\u003c\/p\u003e 7.3 Principal Steps in Model Design and Application.  \u003cp\u003e\u003c\/p\u003e 7.4 The Conceptual Model: Defining the Problem to be Modeled   .  \u003cp\u003e\u003c\/p\u003e 7.5 Selecting the Program.  \u003cp\u003e\u003c\/p\u003e 7.6 Introduction to MODFLOW.  \u003cp\u003e\u003c\/p\u003e 7.7 Verification.  \u003cp\u003e\u003c\/p\u003e 7.8 Calibration.  \u003cp\u003e\u003c\/p\u003e 7.9 Prediction and Parametric Analyses.  \u003cp\u003e\u003c\/p\u003e 7.10 Some Practical Modeling Problems.  \u003cp\u003e\u003c\/p\u003e 7.11 2-D Model: Well System in a Water Table Aquifer.  \u003cp\u003e\u003c\/p\u003e 7.12 Calibrating the Model .  \u003cp\u003e\u003c\/p\u003e 7.13 3-D Model: Partial Penetration.  \u003cp\u003e\u003c\/p\u003e 7.14 3-D Model: Vertical Flow.  \u003cp\u003e\u003c\/p\u003e 7.15 3-D Model: Transient Analysis of a Progressive Trench Excavation.  \u003cp\u003e\u003c\/p\u003e 7.16 3-D Model: Feasibility of Tunneling in a Stratified Aquifer with Proximate Recharge.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eMonitoring.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 8.1 Subsurface Information.  \u003cp\u003e\u003c\/p\u003e 8.2 Ordinary Piezometers and True Piezometers.  \u003cp\u003e\u003c\/p\u003e 8.3 Piezometer Construction.  \u003cp\u003e\u003c\/p\u003e 8.4 Verification of Piezometer Performance.  \u003cp\u003e\u003c\/p\u003e 8.5 Obtaining Data from Piezometers.  \u003cp\u003e\u003c\/p\u003e 8.6 Pore Pressure Piezometers in Fine-grained Soils.  \u003cp\u003e\u003c\/p\u003e 8.7 Direct Push Technologies for Piezometer Installation.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003ePumping Tests.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 9.1 When a Pumping test Is Advisable.  \u003cp\u003e\u003c\/p\u003e 9.2 Planning the Test.  \u003cp\u003e\u003c\/p\u003e 9.3 Design of the Pumping Well.  \u003cp\u003e\u003c\/p\u003e 9.4 Piezometer Array.  \u003cp\u003e\u003c\/p\u003e 9.5 Duration of Pumpdown and Recovery.  \u003cp\u003e\u003c\/p\u003e 9.6 Pumping Rate.  \u003cp\u003e\u003c\/p\u003e 9.7 Monitoring the Test .  \u003cp\u003e\u003c\/p\u003e 9.8 Analysis of Pumping Test Data.  \u003cp\u003e\u003c\/p\u003e 9.9 Tidal Corrections.  \u003cp\u003e\u003c\/p\u003e 9.10 Well Loss.  \u003cp\u003e\u003c\/p\u003e 9.11 Step Drawdown Tests.  \u003cp\u003e\u003c\/p\u003e 9.12 Testing of Low Yield Wells .  \u003cp\u003e\u003c\/p\u003e 9.13 Delayed Storage Release: Boulton Analysis.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eSurface Hydrology.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 10.1 Lakes and Reservoirs.  \u003cp\u003e\u003c\/p\u003e 10.2 Bays and \u003cst1:place w:st=\"on\"\u003e\u003cst1:placetype w:st=\"on\"\u003eOcean\u003c\/st1:placetype\u003e \u003cst1:placetype w:st=\"on\"\u003eBeaches\u003c\/st1:placetype\u003e\u003c\/st1:place\u003e.  \u003cp\u003e\u003c\/p\u003e 10.3 Rivers.  \u003cp\u003e\u003c\/p\u003e 10.4 Precipitation.  \u003cp\u003e\u003c\/p\u003e 10.5 Disposal of Dewatering Discharge.  \u003cp\u003e\u003c\/p\u003e 10.6 Water from Existing Structures.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eGeotechnical Investigation of Dewatering Problems\u003c\/b\u003e.  \u003cp\u003e\u003c\/p\u003e 11.1 Investigation Approach and Objectives.  \u003cp\u003e\u003c\/p\u003e 11.2 Preliminary Studies and Investigations.  \u003cp\u003e\u003c\/p\u003e 11.3 Borings and Test Pits.  \u003cp\u003e\u003c\/p\u003e 11.4 In Situ Test Methods.  \u003cp\u003e\u003c\/p\u003e 11.5 Piezometers and Observation Wells.  \u003cp\u003e\u003c\/p\u003e 11.6 Borehole Seepage Tests for Evaluation of Hydraulic Conductivity.  \u003cp\u003e\u003c\/p\u003e 11.7 Laboratory Analysis of Samples.  \u003cp\u003e\u003c\/p\u003e 11.8 Chemical Tests of Groundwater.  \u003cp\u003e\u003c\/p\u003e 11.9 Geophysical Methods.  \u003cp\u003e\u003c\/p\u003e 11.10 Pumping Tests.  \u003cp\u003e\u003c\/p\u003e 11.11 Permanent Effect of Structures on the Groundwater Body.  \u003cp\u003e\u003c\/p\u003e 11.12 Investigation of Potential Side Effects of Dewatering.  \u003cp\u003e\u003c\/p\u003e 11.13 Presentation in the Bidding Documents.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003ePump Theory.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 12.1 Types of Pumps Used in Dewatering.  \u003cp\u003e\u003c\/p\u003e 12.2 Total Dynamic Head.  \u003cp\u003e\u003c\/p\u003e 12.3 Pump Performance Curves.  \u003cp\u003e\u003c\/p\u003e 12.4 Affinity Laws.  \u003cp\u003e\u003c\/p\u003e 12.5 Cavitation and Net Positive Suction Head.  \u003cp\u003e\u003c\/p\u003e 12.6 Engine Power.  \u003cp\u003e\u003c\/p\u003e 12.7 Electric Power.  \u003cp\u003e\u003c\/p\u003e 12.8 Vacuum Pumps.  \u003cp\u003e\u003c\/p\u003e 12.9 Air Lift Pumping.  \u003cp\u003e\u003c\/p\u003e 12.10 Testing of Pumps.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eGroundwater Chemistry, Bacteriology, and Fouling of Dewatering Systems.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 13.1 Types of Corrosion.  \u003cp\u003e\u003c\/p\u003e 13.2 Corrosive Groundwater Conditions.  \u003cp\u003e\u003c\/p\u003e 13.3 Dewatering in Corrosive Groundwater Conditions.  \u003cp\u003e\u003c\/p\u003e 13.4 Incrustation.  \u003cp\u003e\u003c\/p\u003e 13.5 Mineral Incrustation.  \u003cp\u003e\u003c\/p\u003e 13.6 Biological Incrustation.  \u003cp\u003e\u003c\/p\u003e 13.7 Dewatering Systems and Incrustation.  \u003cp\u003e\u003c\/p\u003e 13.8 Field Evaluation of Well Fouling.  \u003cp\u003e\u003c\/p\u003e 13.9 Rehabilitation and Maintenance for Incrustation.  \u003cp\u003e\u003c\/p\u003e 13.10 Analysis of Groundwater.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eContaminated Groundwater.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 14.1 Contaminants Frequently Encountered.  \u003cp\u003e\u003c\/p\u003e 14.2 Design Options at a Contaminated Site.  \u003cp\u003e\u003c\/p\u003e 14.3 Estimating Water Quantity to Be Treated.  \u003cp\u003e\u003c\/p\u003e 14.4 Other Considerations in Treatment Design.  \u003cp\u003e\u003c\/p\u003e 14.5 Elements of Groundwater Treatment.  \u003cp\u003e\u003c\/p\u003e 14.6 Recovery of Contaminated Water with Dewatering Techniques.  \u003cp\u003e\u003c\/p\u003e 14.7 Dynamic Barriers.  \u003cp\u003e\u003c\/p\u003e 14.8 Wellpoint Systems and Multi-Phase Contaminants.  \u003cp\u003e\u003c\/p\u003e 14.9 Reinjection.  \u003cp\u003e\u003c\/p\u003e 14.10 Health and Safety.  \u003cp\u003e\u003c\/p\u003e 14.11 Regulating Authorities.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003ePiping Systems.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 15.1 Dewatering Pipe and Fittings.  \u003cp\u003e\u003c\/p\u003e 15.2 Losses in Discharge Piping.  \u003cp\u003e\u003c\/p\u003e 15.3 Losses in Wellpoint Header Lines.  \u003cp\u003e\u003c\/p\u003e 15.4 Losses in Ejector Headers.  \u003cp\u003e\u003c\/p\u003e 15.5 Water Hammer.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eChoosing a Method of Groundwater Control.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 16.1 To Pump or not to Pump.  \u003cp\u003e\u003c\/p\u003e 16.2 Open Pumping versus Pre-drainage.  \u003cp\u003e\u003c\/p\u003e 16.3 Methods of Pre-drainage.  \u003cp\u003e\u003c\/p\u003e 16.4 Methods of Cut-off and Exclusion.  \u003cp\u003e\u003c\/p\u003e 16.5 Methods in Combination .  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eSumps, Drains, and Open Pumping.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 17.1 Soil and Water Conditions.  \u003cp\u003e\u003c\/p\u003e 17.2 Boils and Blows.  \u003cp\u003e\u003c\/p\u003e 17.3 Construction of Sumps.  \u003cp\u003e\u003c\/p\u003e 17.4 Ditches and Drains.  \u003cp\u003e\u003c\/p\u003e 17.5 Gravel Bedding.  \u003cp\u003e\u003c\/p\u003e 17.6 Slope Stabilization with Sandbags, Gravel and Geotextiles.  \u003cp\u003e\u003c\/p\u003e 17.7 Use of Geotextiles.  \u003cp\u003e\u003c\/p\u003e 17.8 Soldier Piles and Lagging: Standup Time.  \u003cp\u003e\u003c\/p\u003e 17.9 Long-Term Effect of Buried Drains.  \u003cp\u003e\u003c\/p\u003e 17.10 Leaking Utilities.  \u003cp\u003e\u003c\/p\u003e 17.11 Diagonal Wellpoints.  \u003cp\u003e\u003c\/p\u003e 17.12 Horizontal Wellpoints.  \u003cp\u003e\u003c\/p\u003e Deep Well Systems .  \u003cp\u003e\u003c\/p\u003e 18.1 Testing during Well Construction .  \u003cp\u003e\u003c\/p\u003e 18.2 Well Installation and Construction Methods.  \u003cp\u003e\u003c\/p\u003e 18.3 Wellscreen and Casing .  \u003cp\u003e\u003c\/p\u003e 18.4 Filter Packs .  \u003cp\u003e\u003c\/p\u003e 18.5 Development of Wells .  \u003cp\u003e\u003c\/p\u003e 18.6 Well Construction Details .  \u003cp\u003e\u003c\/p\u003e 18.7 Pressure Relief Wells, Vacuum Wells .  \u003cp\u003e\u003c\/p\u003e 18.8 Wells that Pump Sand .  \u003cp\u003e\u003c\/p\u003e 18.9 Systems of Low-Capacity Wells .  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eWellpoint Systems.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 19.1 Suction Lifts.  \u003cp\u003e\u003c\/p\u003e 19.2 Single and Multi-stage Systems.  \u003cp\u003e\u003c\/p\u003e 19.3 Wellpoint Design.  \u003cp\u003e\u003c\/p\u003e 19.4 Wellpoint Spacing.  \u003cp\u003e\u003c\/p\u003e 19.5 Wellpoint Depth.  \u003cp\u003e\u003c\/p\u003e 19.6 Installation of Wellpoints.  \u003cp\u003e\u003c\/p\u003e 19.7 Filter Sands.  \u003cp\u003e\u003c\/p\u003e 19.8 Wellpoint Pumps, Header and Discharge Piping.  \u003cp\u003e\u003c\/p\u003e 19.9 Tuning Wellpoint Systems.  \u003cp\u003e\u003c\/p\u003e 19.10 Air\/Water Separation.  \u003cp\u003e\u003c\/p\u003e 19.11 Automatic Mops.  \u003cp\u003e\u003c\/p\u003e 19.12 Vertical Wellpoint Pumps.  \u003cp\u003e\u003c\/p\u003e 19.13 Wellpoints for Stabilization of Fine-Grained Soils.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eEjector Systems and Other Methods.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 20.1 Two-Pipe and Single-Pipe Ejectors.  \u003cp\u003e\u003c\/p\u003e 20.2 Ejector Pumping Stations.  \u003cp\u003e\u003c\/p\u003e 20.3 Ejector Efficiency.  \u003cp\u003e\u003c\/p\u003e 20.4 Design of Nozzles and Venturis.  \u003cp\u003e\u003c\/p\u003e 20.5 Ejector Risers and Swings.  \u003cp\u003e\u003c\/p\u003e 20.6 Ejector Headers.  \u003cp\u003e\u003c\/p\u003e 20.7 Ejector Installation.  \u003cp\u003e\u003c\/p\u003e 20.8 Ejectors and Groundwater Quality.  \u003cp\u003e\u003c\/p\u003e 20.9 Ejectors and Soil Stabilization.  \u003cp\u003e\u003c\/p\u003e 20.10 Drilled Horizontal Wells.  \u003cp\u003e\u003c\/p\u003e 20.11 Trencher Drains.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eGroundwater Cut-off Structures.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 21.1 Cut-off Terminology and Efficiency.  \u003cp\u003e\u003c\/p\u003e 21.2 Steel Sheet Piling.  \u003cp\u003e\u003c\/p\u003e 21.3 Slurry Trenches.  \u003cp\u003e\u003c\/p\u003e 21.4 Slurry Diaphragm Walls.  \u003cp\u003e\u003c\/p\u003e 21.5 Secant Piles.  \u003cp\u003e\u003c\/p\u003e 21.6 Deep Soil Mixing.  \u003cp\u003e\u003c\/p\u003e 21.7 Tremie Seals.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eGround Freezing .\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 22.1 General Principles.  \u003cp\u003e\u003c\/p\u003e 22.2 Freezing Equipment and Methods.  \u003cp\u003e\u003c\/p\u003e 22.3 Design.  \u003cp\u003e\u003c\/p\u003e 22.4 Freezing Applications.  \u003cp\u003e\u003c\/p\u003e 24.5 Effect of Groundwater Movement.  \u003cp\u003e\u003c\/p\u003e 22.6 Ground Movement Potential as a Result of artificial Freezing.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eArtificial Recharge.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 23.1 Applications of Artificial Recharge.  \u003cp\u003e\u003c\/p\u003e 23.2 Design Objectives.  \u003cp\u003e\u003c\/p\u003e 23.3 Potential Problems with Recharge Water and Plugging of Wells.  \u003cp\u003e\u003c\/p\u003e 23.4 Sources of Recharge Water.  \u003cp\u003e\u003c\/p\u003e 23.5 Treatment of Recharge Water .  \u003cp\u003e\u003c\/p\u003e 23.6 Construction of Recharge Systems.  \u003cp\u003e\u003c\/p\u003e 23.7 Operation and Maintenance of Recharge Systems .  \u003cp\u003e\u003c\/p\u003e 23.8 Permits for Recharge Operations.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eElectrical Design for Dewatering Systems.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 24.1 Electrical Motors.  \u003cp\u003e\u003c\/p\u003e 24.2 Motor Controls.  \u003cp\u003e\u003c\/p\u003e 24.3 Power Factor.  \u003cp\u003e\u003c\/p\u003e 24.4 Standby Generators.  \u003cp\u003e\u003c\/p\u003e 24.5 Switchgear and Distribution Systems.  \u003cp\u003e\u003c\/p\u003e 24.6 Grounding of Electrical Circuits.  \u003cp\u003e\u003c\/p\u003e 24.7 Cost of Electrical Energy.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eLong-Term Dewatering Systems.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 25.1 Types of Long-Term Systems.  \u003cp\u003e\u003c\/p\u003e 25.2 Pumps.  \u003cp\u003e\u003c\/p\u003e 25.3 Wellscreens and Wellpoint Screens.  \u003cp\u003e\u003c\/p\u003e 25.4 Pipe and Fittings.  \u003cp\u003e\u003c\/p\u003e 25.5 Groundwater Chemistry and Bacteriology.  \u003cp\u003e\u003c\/p\u003e 25.6 Access for Maintenance.  \u003cp\u003e\u003c\/p\u003e 25.7 Instrumentation and Controls.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eDewatering Costs.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 26.1 Format of the Estimate.  \u003cp\u003e\u003c\/p\u003e 26.2 Basic Cost Data.  \u003cp\u003e\u003c\/p\u003e 26.3 Mobilization.  \u003cp\u003e\u003c\/p\u003e 26.4 Installation and Removal.  \u003cp\u003e\u003c\/p\u003e 26.5 Operation and Maintenance.  \u003cp\u003e\u003c\/p\u003e 26.6 Summary.  \u003cp\u003e\u003c\/p\u003e 26.7 Specialty Dewatering Subcontractor Quotations.  \u003cp\u003e\u003c\/p\u003e \u003cb\u003eDewatering Specifications, Allocation of Risk, Dispute Avoidance and Resolution of Disputes.\u003c\/b\u003e  \u003cp\u003e\u003c\/p\u003e 27.1 Performance Specifications.  \u003cp\u003e\u003c\/p\u003e 27.2 Owner-Designed Dewatering Systems.  \u003cp\u003e\u003c\/p\u003e 27.3 Specified Minimum Systems.  \u003cp\u003e\u003c\/p\u003e 27.4 Dewatering Submittals.  \u003cp\u003e\u003c\/p\u003e 27.5 Third Party Damage Caused by Dewatering.  \u003cp\u003e\u003c\/p\u003e 27.6 Differing Site Conditions.  \u003cp\u003e\u003c\/p\u003e 27.7 Disputes Review Board.  \u003cp\u003e\u003c\/p\u003e Appendix A.  \u003cp\u003e\u003c\/p\u003e Appendix B.  \"Following an introduction to the origins and developments of dewatering technology, they offer chapters discussing, among other topics, the geology of soils; hydrology of the ideal aquifer; characteristics of natural aquifers; groundwater modeling, measurement, and monitoring; pumping tests; pump theory; groundwater chemistry, bacteriology; contaminated groundwater; and piping systems.\" (\u003ci\u003eBook News\u003c\/i\u003e, February 2008) \u003cp\u003eJ. Patrick Powers is a consultant with Mueser Rutledge Consulting Engineers in New York, New York. Arthur B. Corwin is President of Moretrench in Rockaway, New Jersey. Paul C. Schmall is Vice President and Chief Engineer of Moretrench. Walter E. Kaeck is a Senior Associate with Mueser Rutledge Consulting Engineers. \u003c\/p\u003e   \u003cp\u003eThe most up-to-date guide to construction dewatering and groundwater control\u003c\/p\u003e \u003cp\u003eIn the past dozen years, the methods of analyzing and treating groundwater conditions have vastly improved. The Third Edition of Construction Dewatering and Groundwater Control, reflecting the most current technology and practices, is a timely and much-needed overview of this rapidly changing field.\u003c\/p\u003e \u003cp\u003eIllustrated with hundreds of new figures and photographs and including numerous detailed case histories, the Third Edition of Construction Dewatering and Groundwater Control is a comprehensive and valuable reference for both students and practicing engineers alike.\u003c\/p\u003e \u003cp\u003eDrawing on real-world experience, the authors lead the reader through all facets of the theory and practice of this fascinating and often complex engineering discipline. Discussion includes:\u003c\/p\u003e \u003cul\u003e \u003cli\u003e \u003cp\u003eDozens of case histories demonstrating various groundwater control practices and lessons learned in groundwater control and work performed\u003c\/p\u003e \u003c\/li\u003e \u003cli\u003e \u003cp\u003eDetailed methods of controlling groundwater by use of conventional dewatering methods aswell as vertical barrier, grouted cutoff, and frozen ground techniques\u003c\/p\u003e \u003c\/li\u003e \u003cli\u003e \u003cp\u003eContracting practices and conflict resolution methods that will help minimize disputes\u003c\/p\u003e \u003c\/li\u003e \u003cli\u003e \u003cp\u003eAlternatives and effective practices for handling and treating contaminated groundwater\u003c\/p\u003e \u003c\/li\u003e \u003cli\u003e \u003cp\u003eInnovations in equipment and materials that improve the performance and efficiency of groundwater control systems\u003c\/p\u003e \u003c\/li\u003e \u003cli\u003e \u003cp\u003ePractices and procedures for success in artificial recharge\u003c\/p\u003e \u003c\/li\u003e \u003cli\u003e \u003cp\u003eGroundwater modeling to simulate and plan dewatering projects\u003c\/p\u003e \u003c\/li\u003e \u003cli\u003e \u003cp\u003eInclusion of dual U.S. customary and metric units throughout\u003c\/p\u003e \u003c\/li\u003e \u003c\/ul\u003e \u003cp\u003eConstruction Dewatering and Groundwater Control is an indispensable tool for all engineering and construction professionals searching for the most up-to-date coverage of groundwater control for various purposes, the modern ways to identify and analyze site-specific situations, and the modern tools available to control them.\u003c\/p\u003e","brand":"Wiley","offers":[{"title":"Default Title","offer_id":47988977402085,"sku":"NP9780471479437","price":228.95,"currency_code":"USD","in_stock":false}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/1842\/7735\/files\/9780471479437.jpg?v=1761782287","url":"https:\/\/k12savings.com\/products\/construction-dewatering-and-groundwater-control-isbn-9780471479437","provider":"K12savings","version":"1.0","type":"link"}