This collection contains 663 papers presented at the 2009 World Environmental and Water Resources Congress, held in Kansas City, Missouri, May 17-21, 2009.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
| 58<\/td>\n | 11th Water Distribution Systems Analysis Symposium (WDSA 09) Asset Management Bursts Identification in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 66<\/td>\n | Damage Detection of Operating Transmission Mains with Measured Boundary Conditions <\/td>\n<\/tr>\n | ||||||
| 77<\/td>\n | Evaluating Risk of Multi-Segment Pipes for Prioritizing Pipe Rehabilitation <\/td>\n<\/tr>\n | ||||||
| 88<\/td>\n | Water Distribution Systems Corrective Maintenance Supported by Real-Time Use of Hydraulic Models <\/td>\n<\/tr>\n | ||||||
| 99<\/td>\n | Water Price Forecasting Method Based on Marginal-Cost Theory: A Case Study in China <\/td>\n<\/tr>\n | ||||||
| 109<\/td>\n | Field Work Assessing the Impact of Climate Change on Drinking Water Treatment Plant Design and Operation <\/td>\n<\/tr>\n | ||||||
| 118<\/td>\n | Axial Dispersion Coefficients for Laminar Flows in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 128<\/td>\n | Case Study: Homeowner\u2019s Preference Trade-Offs toward Plumbing Systems in Pipe Failure Prone Area <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | Field-Scale Assessment of a Multispecies Water Quality System: A Chloramination Study <\/td>\n<\/tr>\n | ||||||
| 150<\/td>\n | Pressure vs. Flow Relationship for Pipe Leaks <\/td>\n<\/tr>\n | ||||||
| 160<\/td>\n | Seoul (Korea) Online Water Quality Monitoring of Drinking Water <\/td>\n<\/tr>\n | ||||||
| 169<\/td>\n | Hydraulic Transients and Biofilms Air\/Vacuum Valve Breakage Caused by Pressure Surges \u2013 Analysis and Solution <\/td>\n<\/tr>\n | ||||||
| 179<\/td>\n | The Impact of Biofilm Development on Pipe Roughness and Velocity Profile <\/td>\n<\/tr>\n | ||||||
| 192<\/td>\n | In-Line Partially Closed Valves: How to Detect by Transient Tests <\/td>\n<\/tr>\n | ||||||
| 202<\/td>\n | Simple Model of Attachment and Detachment of Pathogens in Water Distribution System Biofilms <\/td>\n<\/tr>\n | ||||||
| 215<\/td>\n | Network Modeling 1 Impact of Storage Tanks on Energy Consumption in Municipal Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 222<\/td>\n | Hydraulic Analysis of Water Distribution Network Using Harmony Search <\/td>\n<\/tr>\n | ||||||
| 231<\/td>\n | Integrated Hydraulic Analysis and Data Management Tool for Water Supply Systems in Developing Countries <\/td>\n<\/tr>\n | ||||||
| 244<\/td>\n | The Impacts of Demand Variability on Distribution System Hydraulics and Transport <\/td>\n<\/tr>\n | ||||||
| 256<\/td>\n | Network Modeling 2 Augmented Gradient Method for Head Dependent Modelling of Water Distribution Networks <\/td>\n<\/tr>\n | ||||||
| 266<\/td>\n | Enhanced Global Gradient Algorithm: A General Formulation <\/td>\n<\/tr>\n | ||||||
| 276<\/td>\n | Enhanced WDN Analysis: Representation of Actual Pipe Connections <\/td>\n<\/tr>\n | ||||||
| 285<\/td>\n | Identification of the Hydraulic Model from Operational Measurements for Supervisory Pressure Control <\/td>\n<\/tr>\n | ||||||
| 295<\/td>\n | Network Modeling 3 An Operative Approach to Water Distribution System Rehabilitation <\/td>\n<\/tr>\n | ||||||
| 308<\/td>\n | Calibration of Water Distribution Network Models as a Tool for Detecting Missing and Erroneous Cadastral and Hydraulic Information <\/td>\n<\/tr>\n | ||||||
| 321<\/td>\n | Integrated Planning for Dual Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 329<\/td>\n | Reliability Analysis of Water Distribution Systems Using Graph Decomposition <\/td>\n<\/tr>\n | ||||||
| 340<\/td>\n | Network Modeling 4 A Framework for Alternative Formulations of the Pipe Network Equations <\/td>\n<\/tr>\n | ||||||
| 352<\/td>\n | Inexpensive Modeling of Intermittent Service Water Distribution Networks <\/td>\n<\/tr>\n | ||||||
| 362<\/td>\n | Operational Perspective of the Impact of Failures in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 372<\/td>\n | Network Monitoring and Sampling New Concepts for Meter Placement in Water Distribution Systems for Demand Estimation <\/td>\n<\/tr>\n | ||||||
| 380<\/td>\n | Online Hydraulic State Prediction for Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 403<\/td>\n | Sampling of Residential Water Use for Leak Control via Water Budgets <\/td>\n<\/tr>\n | ||||||
| 413<\/td>\n | Smart Pipe\u2014Nanosensors for Monitoring Water Quantity and Quality in Public Water Systems <\/td>\n<\/tr>\n | ||||||
| 421<\/td>\n | Network Optimization 1 An Approach for Integrated Optimization of Wastewater, Recycled, and Potable Water Networks <\/td>\n<\/tr>\n | ||||||
| 432<\/td>\n | Application of Optimization Technology to Water Distribution System Master Planning <\/td>\n<\/tr>\n | ||||||
| 442<\/td>\n | Industrial Distribution System Simulation for Optimal Water Resource Assignment Using Probabilistic Tabu Search <\/td>\n<\/tr>\n | ||||||
| 452<\/td>\n | Optimal Pump Scheduling by Linear Programming <\/td>\n<\/tr>\n | ||||||
| 462<\/td>\n | Network Optimization 2 An Integrated Approach for Distribution System Hydraulic Criticality and Emergency Response <\/td>\n<\/tr>\n | ||||||
| 471<\/td>\n | Decision Making under Information Constraints <\/td>\n<\/tr>\n | ||||||
| 480<\/td>\n | Optimal Distribution of Pressure Measurement Points in Water Distribution Networks <\/td>\n<\/tr>\n | ||||||
| 487<\/td>\n | Scalable Parallel Computing Framework for Pump Scheduling Optimization <\/td>\n<\/tr>\n | ||||||
| 498<\/td>\n | Network Security 1 A Multi-Objective Evolutionary Computation Approach to Hazards Mitigation Design for Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 508<\/td>\n | Multi-Objective Sensor Placements with Improved Water Quality Models in a Network with Multiple Junctions <\/td>\n<\/tr>\n | ||||||
| 517<\/td>\n | Robust Sensor Placement for Detecting Adversarial Contaminations in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 527<\/td>\n | Sensor Network Design and Performance in Water Systems Dominated by Multi-Story Buildings <\/td>\n<\/tr>\n | ||||||
| 541<\/td>\n | Network Security 2 Comparative Evaluation of Two Algorithms for Locating Contaminant Ingress Points <\/td>\n<\/tr>\n | ||||||
| 552<\/td>\n | Comparison of Pressures Simulated Using Transient Analysis with Field Data from a Full-Scale Distribution System <\/td>\n<\/tr>\n | ||||||
| 561<\/td>\n | Effects of Redesign of Water Systems for Security and Water Quality Factors <\/td>\n<\/tr>\n | ||||||
| 572<\/td>\n | Propagation of Chlorine Demand Signals Induced by Microbial Contaminants in a Drinking Water Distribution System <\/td>\n<\/tr>\n | ||||||
| 582<\/td>\n | Network Security 3 A Markov Chain Monte Carlo Implementation of Bayesian Contaminant Source Characterization in Water Distribution Systems under Stochastic Demands <\/td>\n<\/tr>\n | ||||||
| 593<\/td>\n | Conditioned Backward Probability Modeling to Identify Contamination Sources in a Water Distribution System <\/td>\n<\/tr>\n | ||||||
| 601<\/td>\n | Real-Time Implementation of Contamination Source Identification Method for Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 611<\/td>\n | Threat Perceptions and Risk Management in Urban Water Supply Schemes <\/td>\n<\/tr>\n | ||||||
| 622<\/td>\n | Network Security 4 Getting More from Your Investment Using Water Security Monitoring Technology for Everyday Operations <\/td>\n<\/tr>\n | ||||||
| 632<\/td>\n | Modeling a Hydraulic Response to a Contamination Event <\/td>\n<\/tr>\n | ||||||
| 641<\/td>\n | Novel, Rapid Molecular-Based Technique for Detecting Contamination in Drinking Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 647<\/td>\n | Trajectory Clustering Approach for Reducing Water Quality Event False Alarms <\/td>\n<\/tr>\n | ||||||
| 657<\/td>\n | Network Water Quality Analysis 1 Comparing Single- and Multi-Species Water Quality Modeling Approaches for Assessing Contamination Exposure in Drinking Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 671<\/td>\n | Real-Time Valve Operation for Water Quality Improvement in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 678<\/td>\n | Simulation of Particle Transport in Drinking Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 692<\/td>\n | WDS Water Quality Parameter Estimation and Uncertainty <\/td>\n<\/tr>\n | ||||||
| 702<\/td>\n | Network Water Quality Analysis 2 A Hybrid Heuristic Search Approach for Contaminant Source Characterization <\/td>\n<\/tr>\n | ||||||
| 712<\/td>\n | Analysis of Model Sensitivity and Uncertainty for Chlorine Transport and Decay in a Water Distribution System <\/td>\n<\/tr>\n | ||||||
| 723<\/td>\n | Characterizing Reactive Contaminant Sources in a Water Distribution System <\/td>\n<\/tr>\n | ||||||
| 729<\/td>\n | Low Pressure Propagation at Service Lines <\/td>\n<\/tr>\n | ||||||
| 738<\/td>\n | North American Drinking Water Infrastructure Assessment Drinking Water Infrastructure Assessment: The National Research Council of Canada Perspective <\/td>\n<\/tr>\n | ||||||
| 751<\/td>\n | National Mains Failure Database Project <\/td>\n<\/tr>\n | ||||||
| 757<\/td>\n | Needs and Trends of the Nation\u2019s Water Infrastructure\u2014The Utility Perspective <\/td>\n<\/tr>\n | ||||||
| 766<\/td>\n | Water Usage Combined Energy and Pressure Management in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 776<\/td>\n | Design of Dual Water Supply Systems <\/td>\n<\/tr>\n | ||||||
| 784<\/td>\n | Modeling Domestic Water Demand on a Suburb Level <\/td>\n<\/tr>\n | ||||||
| 791<\/td>\n | Preliminary Spatial-Temporal Statistical Analysis of Hourly Water Demand at Household Level <\/td>\n<\/tr>\n | ||||||
| 806<\/td>\n | 6th Urban Watershed Management Symposium 10,000 Rain Gardens, One Green Region <\/td>\n<\/tr>\n | ||||||
| 812<\/td>\n | A Level Spreader\u2014Vegetated Buffer System for Urban Stormwater Management <\/td>\n<\/tr>\n | ||||||
| 822<\/td>\n | A New Methodology to Evaluate Pollutant Removal of Gross Solids Separation Devices <\/td>\n<\/tr>\n | ||||||
| 829<\/td>\n | A Simplified Model of Combined Sewer Overflows to Estimate Event Driven Enteric Pathogen Concentrations in Drinking Water Sources <\/td>\n<\/tr>\n | ||||||
| 839<\/td>\n | Source Control: The Solution to Stormwater Pollution <\/td>\n<\/tr>\n | ||||||
| 848<\/td>\n | A Student-Led Effort to Assess the Effect of Urban Runoff on Potter Lake <\/td>\n<\/tr>\n | ||||||
| 856<\/td>\n | A Tool for the Performance Assessment of Hydrodynamic Separators <\/td>\n<\/tr>\n | ||||||
| 864<\/td>\n | Accurate Sampling of Suspended Solids <\/td>\n<\/tr>\n | ||||||
| 871<\/td>\n | An Evaluation of Stormwater Wetlands in Series <\/td>\n<\/tr>\n | ||||||
| 881<\/td>\n | An Innovative Approach for Modeling Large Urban Hydrologic Systems <\/td>\n<\/tr>\n | ||||||
| 897<\/td>\n | Analysis of Bioretention Media Specifications and Relationships to Overall Performance <\/td>\n<\/tr>\n | ||||||
| 906<\/td>\n | Analyzing the Impacts of a Retrofit Detention Basin Flow Control Strategy on Biodiversity in an Urban Stream System <\/td>\n<\/tr>\n | ||||||
| 913<\/td>\n | Are Rational C Values Too Low? <\/td>\n<\/tr>\n | ||||||
| 921<\/td>\n | Assessing Hydrodynamic Separators under High Water Flow Conditions <\/td>\n<\/tr>\n | ||||||
| 932<\/td>\n | Assessment of Standard Sumps for Stormwater Treatment <\/td>\n<\/tr>\n | ||||||
| 942<\/td>\n | Bayesian Load Duration Curves for Bacterial Total Maximum Daily Loads: Urban Case Study <\/td>\n<\/tr>\n | ||||||
| 961<\/td>\n | Bioretention\/Bioinfiltration Performance in the Mid-Atlantic <\/td>\n<\/tr>\n | ||||||
| 971<\/td>\n | Breaking Down the Barriers to Low Impact Development in Colorado <\/td>\n<\/tr>\n | ||||||
| 981<\/td>\n | Challenges in Attaining Recreational Stream Standards for Bacteria: Setting Realistic Expectations for Management Policies and BMPs <\/td>\n<\/tr>\n | ||||||
| 991<\/td>\n | Characterizing Water Inputs to Catchments in the Santa Monica Mountains with δ180 and δD <\/td>\n<\/tr>\n | ||||||
| 999<\/td>\n | Clark County Regional Flood Control District Arc Hydro (CCRFCD Arc Hydro): Toward Ongoing Stormwater Master Planning <\/td>\n<\/tr>\n | ||||||
| 1007<\/td>\n | Codorus Creek Restoration\u2014A Case Study for the Chesapeake Bay <\/td>\n<\/tr>\n | ||||||
| 1014<\/td>\n | Combining GIS, BMP Performance, and Strategic Planning to Support Water Quality Implementation Planning <\/td>\n<\/tr>\n | ||||||
| 1028<\/td>\n | Considerations, Opportunities, and Strategies for Infiltration Stormwater BMPs <\/td>\n<\/tr>\n | ||||||
| 1038<\/td>\n | Construction and Performance of Bioretention Cells <\/td>\n<\/tr>\n | ||||||
| 1048<\/td>\n | Cost Estimating Tools for Low-Impact Development Best Management Practices <\/td>\n<\/tr>\n | ||||||
| 1061<\/td>\n | Data Reporting Guidelines for Certification of Manufactured Stormwater BMPs: Part II <\/td>\n<\/tr>\n | ||||||
| 1067<\/td>\n | Design of Integrated Bioinfiltration-Detention Urban Retrofits with Continuous Simulation Methods <\/td>\n<\/tr>\n | ||||||
| 1077<\/td>\n | Design Optimization of Hydrodynamic Separators <\/td>\n<\/tr>\n | ||||||
| 1084<\/td>\n | Developing a Water Budget for a Constructed Stormwater Wetland <\/td>\n<\/tr>\n | ||||||
| 1094<\/td>\n | Effects of Media Depth on Bioretention Performance in the Upper Coastal Plain of North Carolina and Bioretention Construction Impacts Study <\/td>\n<\/tr>\n | ||||||
| 1104<\/td>\n | Engineered Waste Materials as Amendments to Prevent Erosion and to Stabilize Contaminated Sites <\/td>\n<\/tr>\n | ||||||
| 1112<\/td>\n | Enhancing Rain Garden Design to Promote Nitrate Removal <\/td>\n<\/tr>\n | ||||||
| 1123<\/td>\n | EPA Aging Water Infrastructure Research Program: State of the Technology for the Condition Assessment and Rehabilitation of Wastewater Collection Systems <\/td>\n<\/tr>\n | ||||||
| 1130<\/td>\n | Evaluation and Optimization of Distributed Stormwater Controls in Spreadsheet <\/td>\n<\/tr>\n | ||||||
| 1140<\/td>\n | Evaluation of Atriplx Shrubs Growth in Semi Arid Area <\/td>\n<\/tr>\n | ||||||
| 1149<\/td>\n | Evolutionary Optimization of Combined Sewer Overflow Control <\/td>\n<\/tr>\n | ||||||
| 1162<\/td>\n | Examination of Pervious Concrete and Porous Asphalt Pavements Performance for Stormwater Management in Northern Climates <\/td>\n<\/tr>\n | ||||||
| 1180<\/td>\n | Field Evaluation of Indicator Bacteria Removal by Stormwater BMPs in North Carolina <\/td>\n<\/tr>\n | ||||||
| 1190<\/td>\n | Field Testing Guidelines for Certification of Manufactured Stormwater BMPs: Part II <\/td>\n<\/tr>\n | ||||||
| 1200<\/td>\n | From Grey to Green: Strategies and Concepts for Implementing Green CSO and Wet Weather Solutions <\/td>\n<\/tr>\n | ||||||
| 1229<\/td>\n | Generalized Storage-Reliability-Yield Equations for Rainwater Harvesting Systems <\/td>\n<\/tr>\n | ||||||
| 1239<\/td>\n | How the Heart of America is Goin\u2019 Green to Solve Water and Sewer Issues <\/td>\n<\/tr>\n | ||||||
| 1246<\/td>\n | Graywater Irrigation as a Means to Meet Water Demands in Arid Regions <\/td>\n<\/tr>\n | ||||||
| 1256<\/td>\n | HCFCD M3 System: Maximizing and Maintaining Local Investments in Floodplain Modeling <\/td>\n<\/tr>\n | ||||||
| 1266<\/td>\n | Hydrologic Footprint Residence: A New Metric to Assess Hydrological Alterations Due to Urbanization <\/td>\n<\/tr>\n | ||||||
| 1274<\/td>\n | Hypothesis-Based Flow Monitoring for Green Solutions <\/td>\n<\/tr>\n | ||||||
| 1278<\/td>\n | Impact of Wet-Weather Peak Flow Blending on Disinfection Performance <\/td>\n<\/tr>\n | ||||||
| 1295<\/td>\n | Improving Hydrologic Sustainability of Texas A&M University Campus <\/td>\n<\/tr>\n | ||||||
| 1305<\/td>\n | An Investigation of Infiltration in a Constructed Stormwater Wetland and Implications for Groundwater Quality <\/td>\n<\/tr>\n | ||||||
| 1316<\/td>\n | Integration of Low Impact Development Studies into the International Stormwater BMP Database <\/td>\n<\/tr>\n | ||||||
| 1326<\/td>\n | Kansas City\u2014Balancing Green Infrastructure with Traditional Approaches for CSO Control <\/td>\n<\/tr>\n | ||||||
| 1335<\/td>\n | Kansas City, Missouri Overflow Control Plan Summary <\/td>\n<\/tr>\n | ||||||
| 1348<\/td>\n | Kansas City\u2019s Stream Setback Ordinance: A Case Study on the Benefits of Stream Buffers in Urban Areas <\/td>\n<\/tr>\n | ||||||
| 1357<\/td>\n | KC-One: Comprehensive City-Wide Management Plan Creates Leading Stormwater Management Program <\/td>\n<\/tr>\n | ||||||
| 1366<\/td>\n | Laboratory Testing Guidelines for Certification of Manufactured Stormwater BMPs <\/td>\n<\/tr>\n | ||||||
| 1371<\/td>\n | Land Use and Runoff Uncertainty <\/td>\n<\/tr>\n | ||||||
| 1382<\/td>\n | Linking Environmental Assessment and Solutions <\/td>\n<\/tr>\n | ||||||
| 1392<\/td>\n | Long-Term Effectiveness of a Bioretention System Treating Road Runoff in Northeastern Kansas <\/td>\n<\/tr>\n | ||||||
| 1401<\/td>\n | Looking Upstream and into the Watershed for the Big Picture of Stream Health <\/td>\n<\/tr>\n | ||||||
| 1411<\/td>\n | LID-SWM Practices as a Means of Resilience to Climate Change and Its Effects on Groundwater Recharge <\/td>\n<\/tr>\n | ||||||
| 1421<\/td>\n | Maintenance of Stormwater BMPs <\/td>\n<\/tr>\n | ||||||
| 1429<\/td>\n | Modeling Performances of Detention Basins with Uncertainty Analysis <\/td>\n<\/tr>\n | ||||||
| 1439<\/td>\n | Monitoring the Hydrologic Effects of an Extensive Green Roof <\/td>\n<\/tr>\n | ||||||
| 1457<\/td>\n | Multiple Watershed Scales Approach for Placement of Best Management Practices in SUSTAIN <\/td>\n<\/tr>\n | ||||||
| 1467<\/td>\n | Nexus Projects in Kansas City\u2019s Suburban Watersheds <\/td>\n<\/tr>\n | ||||||
| 1488<\/td>\n | Non-Point Source Nutrient Loading in an Urban Watershed <\/td>\n<\/tr>\n | ||||||
| 1497<\/td>\n | Pervious Pavement System Evaluation <\/td>\n<\/tr>\n | ||||||
| 1505<\/td>\n | Planning for Sustainable Growth and Water Resources in the Chesapeake Bay Watershed <\/td>\n<\/tr>\n | ||||||
| 1508<\/td>\n | Pollutant Transport within the Vadose Zone: Interactions of Soil Horizon Chemistry on Water Quality <\/td>\n<\/tr>\n | ||||||
| 1517<\/td>\n | Potential Data Analysis Methodology to Evaluate the Performance of Manufactured BMPs <\/td>\n<\/tr>\n | ||||||
| 1527<\/td>\n | Proposed Scaling Relations for Manufactured Stormwater BMPs <\/td>\n<\/tr>\n | ||||||
| 1535<\/td>\n | Rainwater Harvesting for Non-Potable Use in Gardens: A Comparison of Runoff Water Quality from Green vs. Traditional Roofs <\/td>\n<\/tr>\n | ||||||
| 1545<\/td>\n | Redesigning Constructed Stormwater Wetlands: An Integrated Modeling Approach to Optimize Form and Function <\/td>\n<\/tr>\n | ||||||
| 1555<\/td>\n | Research of Hydrologic and Water Quality Performance of Four Linear Wetlands in Eastern North Carolina <\/td>\n<\/tr>\n | ||||||
| 1562<\/td>\n | Reservoir Sedimentation Estimation Using Genetic Programming Technique <\/td>\n<\/tr>\n | ||||||
| 1571<\/td>\n | Sediment Monitoring Bias by Autosampler in Comparison with Whole Volume Sampling for Parking Lot Runoff <\/td>\n<\/tr>\n | ||||||
| 1580<\/td>\n | Selecting Optimal Water Supply Options\u2014A Regional Water Supply Case Study in the Upper Kissimmee Basin, FL <\/td>\n<\/tr>\n | ||||||
| 1592<\/td>\n | Simplified Solution for Groundwater Mounding under Round Stormwater Infiltration Facilities <\/td>\n<\/tr>\n | ||||||
| 1609<\/td>\n | South Lake Park Bioretention Gardens <\/td>\n<\/tr>\n | ||||||
| 1619<\/td>\n | State of the Practice of Wet Weather Flow Analysis <\/td>\n<\/tr>\n | ||||||
| 1629<\/td>\n | The Application of Environmental Site Design Processes to Design a Residential Subdivision <\/td>\n<\/tr>\n | ||||||
| 1639<\/td>\n | Effect of Bioretention on Runoff Temperature in Trout Sensitive Regions <\/td>\n<\/tr>\n | ||||||
| 1646<\/td>\n | The Lawrence Technological University Greenroof Performance Evaluation Project <\/td>\n<\/tr>\n | ||||||
| 1657<\/td>\n | The Road to LID Plan Approval in Coastal North Carolina: Development of a Spreadsheet Modeling Tool for LID Based Designs <\/td>\n<\/tr>\n | ||||||
| 1667<\/td>\n | The Runoff Reduction Method <\/td>\n<\/tr>\n | ||||||
| 1679<\/td>\n | Unit Process Modeling of Stormwater Flow and Pollutant Sorption in a Bioretention Cell <\/td>\n<\/tr>\n | ||||||
| 1688<\/td>\n | Use of the Basin Development Factor to Evaluate Urban Watershed Response <\/td>\n<\/tr>\n | ||||||
| 1698<\/td>\n | Water Quality and Hydraulic Properties of the Permeable Friction Course <\/td>\n<\/tr>\n | ||||||
| 1708<\/td>\n | Water Quality Design Storms for Stormwater Hydrodynamic Separators <\/td>\n<\/tr>\n | ||||||
| 1721<\/td>\n | Water Sustainability Index: Application of CWSI for Ahwaz County <\/td>\n<\/tr>\n | ||||||
| 1728<\/td>\n | Development of Watershed Management Modeling System: The Los Angeles County Flood Control District\u2019s Watershed Based Approach for Urban Runoff and Stormwater Quality <\/td>\n<\/tr>\n | ||||||
| 1738<\/td>\n | 7th Symposium on Groundwater, Hydrology, Quality, and Management Aquifer Characterization and Protection Implementing Source Water Protection Programs in Texas <\/td>\n<\/tr>\n | ||||||
| 1746<\/td>\n | Lithostratigraphy of Nigeria\u2014An Overview <\/td>\n<\/tr>\n | ||||||
| 1754<\/td>\n | Specific Problems Related to Partially Penetrating Wells in Confined Aquifers <\/td>\n<\/tr>\n | ||||||
| 1767<\/td>\n | Tool for Estimation of Additional Drawdown Due to Partially Penetrating Wells in Confined and Semi-Confined Aquifers <\/td>\n<\/tr>\n | ||||||
| 1778<\/td>\n | Groundwater Characterization and Monitoring A Novel Approach to Groundwater Model Development <\/td>\n<\/tr>\n | ||||||
| 1787<\/td>\n | Groundwater Mixing Using Pulsed Dipole Injection\/Extraction Wells <\/td>\n<\/tr>\n | ||||||
| 1792<\/td>\n | Groundwater Management and Its Uncertainty A Critical Realization Identification Method Based on Pareto Dominance Analysis <\/td>\n<\/tr>\n | ||||||
| 1800<\/td>\n | Combining Rule-Based Fuzzy Model with GIS to Predict Groundwater Vulnerability to Contamination <\/td>\n<\/tr>\n | ||||||
| 1810<\/td>\n | Evaluation of Alternative Geospatial Models Using Image Ranking and Machine Learning: An Application in Shallow Groundwater Recharge and Discharge <\/td>\n<\/tr>\n | ||||||
| 1814<\/td>\n | Implementation of the Sustainable Development Concept in the Field of Groundwater Management <\/td>\n<\/tr>\n | ||||||
| 1824<\/td>\n | Projecting Future Groundwater Availability for Power Generation Plant Licensing <\/td>\n<\/tr>\n | ||||||
| 1834<\/td>\n | Simulation of Subsurface Water Flow by Galerkin Finite Element Method in Dhaka City Aquifer <\/td>\n<\/tr>\n | ||||||
| 1844<\/td>\n | Groundwater Quality and Human Health A Methodology to Reconstruct Groundwater Contamination History with Limited Field Data <\/td>\n<\/tr>\n | ||||||
| 1851<\/td>\n | A Tale of Two Cities\u2014Source Water Protection Case Studies for Systems in Rural Settings <\/td>\n<\/tr>\n | ||||||
| 1861<\/td>\n | Quantifying the Spread of Arsenic Contamination in Groundwater of the Brahmaputra Floodplains, Assam, India: A Threat to Public Health of the Region <\/td>\n<\/tr>\n | ||||||
| 1871<\/td>\n | Vadose Zone Transport of Nitrate in the Sierra Pelona Groundwater Basin, Agua Dulce, California <\/td>\n<\/tr>\n | ||||||
| 1881<\/td>\n | Groundwater Quality Modeling\u2014Solute Transport and Reactive Transport Exploring the Potential of Nonlinear and Non-Equilibrium Alcohol Partitioning for Assessment of DNAPL Source Zone Architecture <\/td>\n<\/tr>\n | ||||||
| 1890<\/td>\n | Solute Flux Rate Uncertainty Evaluation at a Monitored Boundary <\/td>\n<\/tr>\n | ||||||
| 1899<\/td>\n | An Analytical Solute Transport Model for In Situ Estimation of Retardation <\/td>\n<\/tr>\n | ||||||
| 1907<\/td>\n | Assessing Postulated Accidental Releases of Radioactive Liquid Effluents from Nuclear Power Plants <\/td>\n<\/tr>\n | ||||||
| 1917<\/td>\n | Modeling of Chlorinated VOCs Transport under Dual Bioreactions <\/td>\n<\/tr>\n | ||||||
| 1924<\/td>\n | Reaction Rates in a Transport System with Both Kinetic and Equilibrium Reactions <\/td>\n<\/tr>\n | ||||||
| 1950<\/td>\n | Impacts of Urbanization on Groundwater Quality and Quantity Comparative Study of Two Standard Septic Tank Drain Fields Using Different Sand with Recirculation for Nutrient Removal <\/td>\n<\/tr>\n | ||||||
| 1964<\/td>\n | Environmental Impacts on Surface Water and Groundwater for Expanding Urban Water Supply Capacity Using Stone Quarries <\/td>\n<\/tr>\n | ||||||
| 1976<\/td>\n | Groundwater Baseflow Sourced from Miocene Rocks and Residuals Carries Elevated Selenium into Southern California <\/td>\n<\/tr>\n | ||||||
| 1986<\/td>\n | Investigating the Temperature Effects on Nutrient Removal in Green Sorption Media <\/td>\n<\/tr>\n | ||||||
| 1996<\/td>\n | Nutrient and Pathogen Removal with an Innovative Passive Underground Drainfield for On-Site Wastewater Treatment <\/td>\n<\/tr>\n | ||||||
| 2008<\/td>\n | Selection and Prioritization of Best Management Practices for Potential Sources of Contamination in a Wellhead Protection Area <\/td>\n<\/tr>\n | ||||||
| 2017<\/td>\n | Interaction of Stream and Groundwater and Integrated Management Controlling Saltwater Intrusion to Environmental Sensitive Areas Due to the Construction of the Rio Anton Ruiz Flood Control Project <\/td>\n<\/tr>\n | ||||||
| 2028<\/td>\n | Estimating Groundwater Seepages to St. Lucie Estuary <\/td>\n<\/tr>\n | ||||||
| 2047<\/td>\n | Analytical-Numerical Solution for Seepage along an Earth Canal Disconnected from the Shallow Aquifer <\/td>\n<\/tr>\n | ||||||
| 2056<\/td>\n | Hydrogeologic Investigation for New Water Supply for Water District No. 1 of Johnson County, Kansas <\/td>\n<\/tr>\n | ||||||
| 2063<\/td>\n | Probabilistic Methods for Aquifer Parameter Estimation and Groundwater Modeling and Inverse Modeling A Heuristic Algorithm for Optimal Alignment and Matching of Borehole Stratigraphy <\/td>\n<\/tr>\n | ||||||
| 2071<\/td>\n | Composite Analysis of Test-Well and Observation-Well Data during Constant-Head Test <\/td>\n<\/tr>\n | ||||||
| 2079<\/td>\n | Wavelet Analysis of Characteristic Length Scales of Permeability in Stationary and Non-Stationary Porous Media <\/td>\n<\/tr>\n | ||||||
| 2088<\/td>\n | Education and Research Framing the Design Process in an Undergraduate Environmental Engineering Class <\/td>\n<\/tr>\n | ||||||
| 2091<\/td>\n | Integrating Design Heuristics in an Environmental Engineering Course <\/td>\n<\/tr>\n | ||||||
| 2095<\/td>\n | Non-Traditional University Research Partners That Facilitate Service Learning and Graduate Research for Sustainable Development <\/td>\n<\/tr>\n | ||||||
| 2106<\/td>\n | Emerging and Innovative Technology EIT Posters A Decision Support System for Beneficial Use of National Dam Water Resources in Swaziland <\/td>\n<\/tr>\n | ||||||
| 2120<\/td>\n | Assessment of Combined Hydroseeding and Coconet Reinforcement to Control Soil Erosion <\/td>\n<\/tr>\n | ||||||
| 2130<\/td>\n | Designing Effective Rainfall Harvesting Systems in Developing Areas of Sub-Saharan Africa <\/td>\n<\/tr>\n | ||||||
| 2142<\/td>\n | Innovative Design at Lake Lenexa <\/td>\n<\/tr>\n | ||||||
| 2153<\/td>\n | Production of Drinking Water from Lake Water Sources with a Nanofilter Membrane to Prevent the Formation of Disinfection Byproducts <\/td>\n<\/tr>\n | ||||||
| 2162<\/td>\n | Rainwater Harvesting Experiences in the Humid Southeast USA <\/td>\n<\/tr>\n | ||||||
| 2169<\/td>\n | Emerging and Innovative Technology in Wastewater Treatment Deployable Decentralized Biofilm System to Degrade Organic Carbon, Nutrients and Benzene from Wastewater <\/td>\n<\/tr>\n | ||||||
| 2181<\/td>\n | Development of Slow-Release Chemical Oxidation Methods for Environmental Remediation <\/td>\n<\/tr>\n | ||||||
| 2192<\/td>\n | Peracetic Acid as an Alternative Disinfection Technology for Wet Weather Sewer Overflows <\/td>\n<\/tr>\n | ||||||
| 2202<\/td>\n | Recycling of Multiple Waste Streams for Transportation Fuel Production via Algae Cultivation at Wastewater Treatment Plants <\/td>\n<\/tr>\n | ||||||
| 2212<\/td>\n | Emerging and Innovative Technology in Water Treatment Development of a Community Water Security Filtration System Using Composite Cartridges <\/td>\n<\/tr>\n | ||||||
| 2223<\/td>\n | Evaluation of a UV\/Ozone Treatment Process for Removal of MTBE in Groundwater Supplies in New Mexico <\/td>\n<\/tr>\n | ||||||
| 2230<\/td>\n | Removal of Waterborne Particles by Electrofiltration <\/td>\n<\/tr>\n | ||||||
| 2239<\/td>\n | Water Distribution Optimization: Taking SCADA One Step Forward <\/td>\n<\/tr>\n | ||||||
| 2248<\/td>\n | Environmental Cyber-Sensing and Modeling I ARC Population and Employment Allocation Disaggregator\u2014A Simple GIS-Based Tool for Parcel-Scale Population Projection <\/td>\n<\/tr>\n | ||||||
| 2258<\/td>\n | How to Build a Broadly Useable GIS Toolset for Estuary Analysis <\/td>\n<\/tr>\n | ||||||
| 2267<\/td>\n | Predicting CSOs for Real Time Decision Support <\/td>\n<\/tr>\n | ||||||
| 2277<\/td>\n | Protocol Considerations to Improve the Reliability of Data Collection in a Radio Telemetry System <\/td>\n<\/tr>\n | ||||||
| 2293<\/td>\n | Visualizing Hydrologic Drought Information on the Web Using State-of-the-Art Geospatial Mapping Technology <\/td>\n<\/tr>\n | ||||||
| 2299<\/td>\n | Environmental Cyber-Sensing and Modeling II \u201cLet It Rain\u201d\u009d\u2014Gage-Adjusted Radar Rainfall (GARR) Data for Peachtree Creek Sewer Basin Modeling <\/td>\n<\/tr>\n | ||||||
| 2312<\/td>\n | Adaptive Long-Term Monitoring at BP Environmental Restoration Sites <\/td>\n<\/tr>\n | ||||||
| 2321<\/td>\n | Application of Radio Frequency Tracers to Individual and Group Particle Displacement within a Laboratory <\/td>\n<\/tr>\n | ||||||
| 2329<\/td>\n | Cost-Effective Automated Water Quality Monitoring Systems Providing High-Resolution Data in Near Real-Time <\/td>\n<\/tr>\n | ||||||
| 2339<\/td>\n | South Florida Water Control System Tracker: Real-Time Water Budgeting for Pragmatic Water Control Operations <\/td>\n<\/tr>\n | ||||||
| 2349<\/td>\n | Interdisciplinary Education Programs Coordinating and Implementing a Graduate Course on Interdisciplinary Modeling for Water-Related Issues <\/td>\n<\/tr>\n | ||||||
| 2352<\/td>\n | Experiences Teaching a Multi-Disciplinary Course <\/td>\n<\/tr>\n | ||||||
| 2357<\/td>\n | Rural Water Supply Systems in Developing Countries Water Resources in Sudan: Enhancing Rainfall Harvesting Methods for Water Supply <\/td>\n<\/tr>\n | ||||||
| 2368<\/td>\n | Water Resources and Environmental Vision 2050 Environment and Water Resources in 2050: The Challenge for Engineering Education <\/td>\n<\/tr>\n | ||||||
| 2373<\/td>\n | Environmental and Developmental Risks and Stressors Impacting a 2050 Vision <\/td>\n<\/tr>\n | ||||||
| 2383<\/td>\n | Flood Risk Management circa 2050 <\/td>\n<\/tr>\n | ||||||
| 2393<\/td>\n | Urban Stormwater Management in 2050 <\/td>\n<\/tr>\n | ||||||
| 2402<\/td>\n | Urban Water and Wastewater Management in 2050 <\/td>\n<\/tr>\n | ||||||
| 2412<\/td>\n | Water Resources Disasters Waiting to Happen Challenges of Managing California\u2019s Sacramento\u2014San Joaquin Delta <\/td>\n<\/tr>\n | ||||||
| 2422<\/td>\n | Characterization of Water Resources and Environmental Disasters <\/td>\n<\/tr>\n | ||||||
| 2429<\/td>\n | How Reliable is New York City\u2019s Water Supply? <\/td>\n<\/tr>\n | ||||||
| 2433<\/td>\n | Environmental Environmental Modeling Assessing Pollutant Loads and Evaluation of Treatment Systems to Achieve Water Quality Goals for Land Development Projects <\/td>\n<\/tr>\n | ||||||
| 2443<\/td>\n | Characterization of a Perchlorate Contaminated Site <\/td>\n<\/tr>\n | ||||||
| 2454<\/td>\n | Numerical Modeling of Ozonation of Organic Chemicals in Surface Water <\/td>\n<\/tr>\n | ||||||
| 2464<\/td>\n | Simulation of Tehran Air Pollution Using Artificial Neural Networks <\/td>\n<\/tr>\n | ||||||
| 2475<\/td>\n | Environmental Permitting Distributed Power Generation at State Facilities: Economic Analysis of Savings and Carbon Credits <\/td>\n<\/tr>\n | ||||||
| 2484<\/td>\n | Drive for Zero Net Carbon Impact <\/td>\n<\/tr>\n | ||||||
| 2491<\/td>\n | Permitting of Confined Animal Feeding Operations: Issues and Challenges <\/td>\n<\/tr>\n | ||||||
| 2501<\/td>\n | Environmental Sustainability A Comparative Study of Water Quality Indices for Karun River <\/td>\n<\/tr>\n | ||||||
| 2510<\/td>\n | Beyond Compliance and toward Sustainability: Advantages of Systems Environmental Engineering <\/td>\n<\/tr>\n | ||||||
| 2519<\/td>\n | Environmental Impact of Coffee Processing Effluent on the Ecological Integrity of Rivers Found in Gomma Woreda of Jimma Zone, Ethiopia <\/td>\n<\/tr>\n | ||||||
| 2529<\/td>\n | How to Save the Second Aral Sea? <\/td>\n<\/tr>\n | ||||||
| 2537<\/td>\n | Environmental Track Poster Session Air-Borne Heavy Metal Contamination to River Ganga (India) <\/td>\n<\/tr>\n | ||||||
| 2547<\/td>\n | The Effect of Sewage Pollutant of Bandar Imam Petrochemical Company on Benthic Macofauna Community Using Biodiversity Indices and Bioindicators <\/td>\n<\/tr>\n | ||||||
| 2556<\/td>\n | Landfills and Waste Treatment Enzymatic Treatment of a Modified Food Processing Wastewater <\/td>\n<\/tr>\n | ||||||
| 2562<\/td>\n | The Effect of Municipal Landfill Leachate on the Characterization of Fluid Flow through Clay <\/td>\n<\/tr>\n | ||||||
| 2577<\/td>\n | Time Series Analysis of Performance Data from Closed Landfills to Forecast Post Closure Monitoring Needs <\/td>\n<\/tr>\n | ||||||
| 2587<\/td>\n | Using Tracers to Derive Sediment Provenance after the Occurrence of a 500-Year Flood in a Midwestern Stream <\/td>\n<\/tr>\n | ||||||
| 2597<\/td>\n | Nutrients in the Environment Nitrification Inhibition by UVA Photocatalytic TiO2 Nanoparticles: The Role of Reactive Oxygen Species on Nanotoxicity <\/td>\n<\/tr>\n | ||||||
| 2604<\/td>\n | The Economic and Environmental Significance of Nonpoint Source Abatement in Large Watersheds <\/td>\n<\/tr>\n | ||||||
| 2614<\/td>\n | The Nitrogen Budget of DRW in Northeastern China <\/td>\n<\/tr>\n | ||||||
| 2623<\/td>\n | Wastewater Utilities: Are You Ready for Kansas\u2019 Nutrient Removal Policy? <\/td>\n<\/tr>\n | ||||||
| 2632<\/td>\n | Soil and Subsurface Remediation 1 Application of Biopile System for the Remediation of Petroleum-Hydrocarbon Contaminated Soils <\/td>\n<\/tr>\n | ||||||
| 2642<\/td>\n | Peroxidase-Mediated Stabilization of 2,4-Dichlorophenol in a Model Humin-Mineral Geomaterial <\/td>\n<\/tr>\n | ||||||
| 2647<\/td>\n | pH Variation and Its Effect on Metal Concentration during Electrokinetics <\/td>\n<\/tr>\n | ||||||
| 2650<\/td>\n | Pore-Scale Characterization of Residual Non-Aqueous Phase Liquids (NAPLs) in Fractional Wettability Porous Media <\/td>\n<\/tr>\n | ||||||
| 2660<\/td>\n | Soil and Subsurface Remediation 2 Addressing Contaminated Groundwater and Promoting Environmental Stewardship in Wichita, Kansas\u2014The Gilbert and Mosley Project Story <\/td>\n<\/tr>\n | ||||||
| 2670<\/td>\n | Use of In-Planta Solid Phase Sampling Devices to Delineate VOC Plumes <\/td>\n<\/tr>\n | ||||||
| 2677<\/td>\n | Soil and Subsurface Remediation 3 Application of a Mass Balance-Based Subsurface Contaminant Transport Model <\/td>\n<\/tr>\n | ||||||
| 2687<\/td>\n | Association of PAHs with Size Fractionated Sediment Particles <\/td>\n<\/tr>\n | ||||||
| 2697<\/td>\n | Sorption and Desorption of Testosterone in Agricultural Soils <\/td>\n<\/tr>\n | ||||||
| 2704<\/td>\n | Wetland Mitigation and Water Management A Study on Spatial Distribution of Water Quality and the Behavior of Do Concentration in Tidal Area of Urban Rivers <\/td>\n<\/tr>\n | ||||||
| 2714<\/td>\n | Development of an Amphibian Biotic Index to Evaluate Wetland Health in Northern Missouri <\/td>\n<\/tr>\n | ||||||
| 2725<\/td>\n | GIS-Based Landscape Parameters for Wetland Evaluation Related to Amphibian Health <\/td>\n<\/tr>\n | ||||||
| 2735<\/td>\n | The Rush Creek Detention Facility: Planning a Permanent BMP in the Real World <\/td>\n<\/tr>\n | ||||||
| 2744<\/td>\n | Hydraulics and Waterways Bridge Scour General Hydraulic Characteristics of an Open Channel with Narrow Path <\/td>\n<\/tr>\n | ||||||
| 2754<\/td>\n | Mathematical Modeling of Bed\u2014Topography Changes at Bridge Abutments <\/td>\n<\/tr>\n | ||||||
| 2762<\/td>\n | Predicting Rock Scour in an Alluvial River with a One-Dimensional Model <\/td>\n<\/tr>\n | ||||||
| 2771<\/td>\n | Predicting Rock Scour in an Alluvial River with a Two-Dimensional Model <\/td>\n<\/tr>\n | ||||||
| 2784<\/td>\n | Computational Hydraulics and Hydrodynamics I 3D Numerical Modeling of John Day Lock Tainter Valves <\/td>\n<\/tr>\n | ||||||
| 2794<\/td>\n | A Three-Dimensional Numerical Model for Flow in a Lock Filling System <\/td>\n<\/tr>\n | ||||||
| 2804<\/td>\n | Challenges on Three-Dimensional Simulations of Free Surface Flow <\/td>\n<\/tr>\n | ||||||
| 2814<\/td>\n | Comparison of the Princeton Ocean Model and the Regional Ocean Modeling System Hindcasts in the Delaware River and Bay <\/td>\n<\/tr>\n | ||||||
| 2829<\/td>\n | Computational Hydraulics and Hydrodynamics II A Process-Based Unsteady Model for Wave-Current-Morphodynamic Changes in Two-Dimensions <\/td>\n<\/tr>\n | ||||||
| 2845<\/td>\n | Simulation of Multilayer Shallow Water Fluid Flow Using Lattice Boltzmann Modeling and High Performance Computing <\/td>\n<\/tr>\n | ||||||
| 2853<\/td>\n | Two Dimensional Hydraulic Modeling of the Lower Skokomish River <\/td>\n<\/tr>\n | ||||||
| 2863<\/td>\n | Using Computational Model ADH to Evaluate Relationship of Water Surface Elevation to Wing Dikes <\/td>\n<\/tr>\n | ||||||
| 2873<\/td>\n | Computational Hydraulics and Hydrodynamics III ADH = Fast and Stable 2D Finite Element Model <\/td>\n<\/tr>\n | ||||||
| 2880<\/td>\n | Evaluation of Methods to Reduce Backflows from the Chicago Waterway System to Lake Michigan <\/td>\n<\/tr>\n | ||||||
| 2890<\/td>\n | Modeling the Evolution of Incised Streams in Hammar Mesopotamian Marsh with Emphasis on the Contribution of Tidal Flow in the Filling Requirements <\/td>\n<\/tr>\n | ||||||
| 2900<\/td>\n | Numerical Simulations of Coastal Floods and Morphological Changes Due to Sea Level Rise and Hazardous Storm <\/td>\n<\/tr>\n | ||||||
| 2910<\/td>\n | Computational Hydraulics and Hydrodynamics IV Comparison of HEC-RAS and InfoWorks RS: A Case Study in Grand Prairie, Texas <\/td>\n<\/tr>\n | ||||||
| 2920<\/td>\n | Diversion of S-4 Basin Drainage from Lake Okeechobee: Hydraulic Modeling of Alternatives Using HEC-RAS <\/td>\n<\/tr>\n | ||||||
| 2930<\/td>\n | New Floodplain Delineation Capabilities in HEC-RAS <\/td>\n<\/tr>\n | ||||||
| 2937<\/td>\n | Transitioning NWS Operational Hydraulics Models from FLDWAV to HEC-RAS <\/td>\n<\/tr>\n | ||||||
| 2948<\/td>\n | Computational Hydraulics and Hydrodynamics V Numerical Simulation of Dissolved Oxygen Concentration in the Downstream of Three Gorges Dam <\/td>\n<\/tr>\n | ||||||
| 2959<\/td>\n | On a Two-Dimensional Temperature Model: Development and Verification <\/td>\n<\/tr>\n | ||||||
| 2973<\/td>\n | Simulations of Aquaculture Dissolved Waste Transport and Mixing in Near-Coastal Waters <\/td>\n<\/tr>\n | ||||||
| 2981<\/td>\n | The Importance of In-Stream Hydraulics in River Water Quality Models: Lessons from the Blackstone River <\/td>\n<\/tr>\n | ||||||
| 2990<\/td>\n | Computational Hydraulics and Hydrodynamics VI Inundation Mapping Using Hydraulic Models and GIS: Case Studies of Steady and Unsteady Models on the Tar River, NC <\/td>\n<\/tr>\n | ||||||
| 3000<\/td>\n | Performance Evaluation of Articulated Concrete Matting (ACM) Spillway at Lake Odessa, Iowa <\/td>\n<\/tr>\n | ||||||
| 3008<\/td>\n | The Development of a Neural-Based Biomarker Forecasting Tool for Classifying Recreational Water Quality <\/td>\n<\/tr>\n | ||||||
| 3016<\/td>\n | Use of Hydraulic Modeling to Develop a Small Dam for the Geum River Reach in Sejong City <\/td>\n<\/tr>\n | ||||||
| 3027<\/td>\n | Computational Hydraulics and Hydrodynamics VII An Efficient Solution for Water Supply Networks <\/td>\n<\/tr>\n | ||||||
| 3034<\/td>\n | Comparison of Mean Flow and Turbulence around Experimental Spur Dike <\/td>\n<\/tr>\n | ||||||
| 3044<\/td>\n | Measuring Discharge with ADCPs: Inferences from Synthetic Velocity Profiles <\/td>\n<\/tr>\n | ||||||
| 3053<\/td>\n | Statistical Analysis of Water Distribution Networks Design Using Harmony Search <\/td>\n<\/tr>\n | ||||||
| 3064<\/td>\n | Dam Operation, Management, and Safety I Alternatives Study of Willwood Diversion Dam Siltation Removal in Wyoming, USA <\/td>\n<\/tr>\n | ||||||
| 3083<\/td>\n | Managing Reservoir Discharge through Accurate Flow Measurement <\/td>\n<\/tr>\n | ||||||
| 3093<\/td>\n | Numerical Modeling of Flushing Process in Dez Dam Reservoir by HR Wallingford Method <\/td>\n<\/tr>\n | ||||||
| 3100<\/td>\n | Simulation Study for Minimizing Diurnal Variation of Flow in a Hydroelectric Project to Reduce Downstream Impact <\/td>\n<\/tr>\n | ||||||
| 3110<\/td>\n | Dam Operation, Management, and Safety II Optimal Design and Operation of Fuse-Gates Considering Water Loss Due to Gates Tilting <\/td>\n<\/tr>\n | ||||||
| 3118<\/td>\n | The Effect of Step Height on Energy Dissipation in Stepped Spillways <\/td>\n<\/tr>\n | ||||||
| 3129<\/td>\n | The Geneva Dam, IL, Hydraulic Roller Problem: Design of a Temporary Steep Riprap Ramp <\/td>\n<\/tr>\n | ||||||
| 3139<\/td>\n | Eco-hydraulics Fish Passage and Abundance around Grade Control Structures on Incised Streams <\/td>\n<\/tr>\n | ||||||
| 3149<\/td>\n | Fish Passage Can Be Improved by Introducing Hydraulic Refuge: Can the Effects Be Quantified? <\/td>\n<\/tr>\n | ||||||
| 3164<\/td>\n | Hydraulic Model Study of Canoe Chute and Fish Passage for the Chicago River North Branch Dam <\/td>\n<\/tr>\n | ||||||
| 3175<\/td>\n | Some Findings on Effective Discharge Determination for Gravel Bed Rivers <\/td>\n<\/tr>\n | ||||||
| 3187<\/td>\n | Eco-hydraulics Modeling Expanded Method for Filtering Submerged Objects in Echosounder Data <\/td>\n<\/tr>\n | ||||||
| 3193<\/td>\n | Numerical Simulation of Chemical Spills Using CCHE2D Model and Chemical Property Database <\/td>\n<\/tr>\n | ||||||
| 3206<\/td>\n | One-Dimensional Modeling of Water Quality and Aquatic Ecosystems in Streams <\/td>\n<\/tr>\n | ||||||
| 3216<\/td>\n | Use of Artificial Neural Networks for Habitat Unit Composition Modeling <\/td>\n<\/tr>\n | ||||||
| 3224<\/td>\n | Eco-hydrology Considering River-Scale Ecological Improvements within Flood Management Planning: The Lower Menomonee River Watercourse Status Report <\/td>\n<\/tr>\n | ||||||
| 3232<\/td>\n | Developing Linkages between Biological Impairment and Stream Siltation: A Case Study in the Northern Great Plains Ecoregion <\/td>\n<\/tr>\n | ||||||
| 3243<\/td>\n | The Effect of Natural Hydrological Disturbances (Defined from HSPF Simulated Hydrographs) on Trout Populations in Ungaged Streams of the Great Smoky Mountains National Park <\/td>\n<\/tr>\n | ||||||
| 3253<\/td>\n | Upper Mississippi River Basin Envirohydrologic Observatory <\/td>\n<\/tr>\n | ||||||
| 3263<\/td>\n | Hydraulic Structure A Comparison of Formed Suction Inlets for Flood Control Applications <\/td>\n<\/tr>\n | ||||||
| 3272<\/td>\n | Case Study: Impact of Varying Mitered Suction Elbows on Large Wastewater Pumps <\/td>\n<\/tr>\n | ||||||
| 3279<\/td>\n | In-Stream Structures for Habitat Restoration Culvert Retrofit and Fish Passage: An Update <\/td>\n<\/tr>\n | ||||||
| 3291<\/td>\n | Field Evaluation of Engineered Large Woody Debris for Structure Performance and Habitat Value <\/td>\n<\/tr>\n | ||||||
| 3301<\/td>\n | Numerical Analysis of the Performance of Rock Weirs: Effects of Structure Configuration on Local Hydraulics <\/td>\n<\/tr>\n | ||||||
| 3313<\/td>\n | Quantitative Evaluation of Rock Weir Field Performance <\/td>\n<\/tr>\n | ||||||
| 3324<\/td>\n | Large River Habitats A Digital Floc Camera for Nonintrusive Measurement of Floc Parameters <\/td>\n<\/tr>\n | ||||||
| 3330<\/td>\n | Multi-Criteria Assessment of Pallid Sturgeon Habitat Restoration for the Missouri River <\/td>\n<\/tr>\n | ||||||
| 3346<\/td>\n | River Bed Sediment Classification Using ADCP <\/td>\n<\/tr>\n | ||||||
| 3357<\/td>\n | Large River Restoration Environmental Aspects of Dredging: What About Air Quality? <\/td>\n<\/tr>\n | ||||||
| 3367<\/td>\n | Integrating Fluvial Geomorphology and Two-Dimensional Hydraulic and Sediment Transport Modeling to Support Sustainable Design of Large River and Floodplain Improvements: The Trinity River Corridor Project, Dallas, Texas, USA <\/td>\n<\/tr>\n | ||||||
| 3376<\/td>\n | Rehabilitation of the Middle Rio Grande near Bernalillo, New Mexico <\/td>\n<\/tr>\n | ||||||
| 3389<\/td>\n | USACE River Ecosystem Restoration Planning: Lessons Learned from the Illinois River Study <\/td>\n<\/tr>\n | ||||||
| 3398<\/td>\n | Modeling Dam Breach A Depth-Averaged 2-D Model of Non-Cohesive Dam\/Levee Breach Processes <\/td>\n<\/tr>\n | ||||||
| 3408<\/td>\n | A Lattice Boltzmann Model for Dam Break Flows <\/td>\n<\/tr>\n | ||||||
| 3417<\/td>\n | Comparison of Dam Breach Parameter Estimators <\/td>\n<\/tr>\n | ||||||
| 3427<\/td>\n | Representation of Linear Terrain Features in a 2D Flood Model with Regular Cartesian Mesh <\/td>\n<\/tr>\n | ||||||
| 3437<\/td>\n | Risk Uncertainty Flood Risk Assessment of Complex Riverine Systems <\/td>\n<\/tr>\n | ||||||
| 3447<\/td>\n | Optimal Design of Water Diversion System: A Case Study <\/td>\n<\/tr>\n | ||||||
| 3457<\/td>\n | River Stabilization Kansas River Bank Stabilization and Post-Project Conditions <\/td>\n<\/tr>\n | ||||||
| 3468<\/td>\n | Adverse Effects of Flood Flow at Skewed Railroad Crossings <\/td>\n<\/tr>\n | ||||||
| 3476<\/td>\n | Physical Modeling of River Spanning Rock Structures: Evaluating Interstitial Flow, Local Hydraulics, Downstream Scour Development, and Structure Stability <\/td>\n<\/tr>\n | ||||||
| 3489<\/td>\n | Redesign and Rehabilitation of Railroad Bridges with Advanced Adverse Lateral Migration <\/td>\n<\/tr>\n | ||||||
| 3494<\/td>\n | Sediment Transport Modeling I A Direct Method for Determining Riprap Size for Erosion Protection in Rivers <\/td>\n<\/tr>\n | ||||||
| 3498<\/td>\n | Modeling of Sediment Particle Deposition and Resuspension Processes Using a Stochastic Jump Diffusion Particle Tracking Model <\/td>\n<\/tr>\n | ||||||
| 3508<\/td>\n | Numerical Model of Channel Meandering in the Middle Sacramento River <\/td>\n<\/tr>\n | ||||||
| 3519<\/td>\n | One- and Two-Dimensional Modeling of Deep Gravel Mining in the Rio Salado <\/td>\n<\/tr>\n | ||||||
| 3528<\/td>\n | Sediment Transport Modeling II Effects of Gas Ebullition on Cohesive Sediment Resuspension and Cap Stability <\/td>\n<\/tr>\n | ||||||
| 3538<\/td>\n | Empirical Equation for Abrasion of Stilling Basin Caused by Impact of Sediment <\/td>\n<\/tr>\n | ||||||
| 3548<\/td>\n | Investigation of Land-Use Change and Hydrologic Forcing upon Streambank Erosion and In-Stream Sediment Processes Using a Watershed Model and Sediment Tracers <\/td>\n<\/tr>\n | ||||||
| 3564<\/td>\n | Retrofitting Stormwater BMPs in a Supercritical Flow Regime: A Hydraulic Perspective <\/td>\n<\/tr>\n | ||||||
| 3574<\/td>\n | Sedimentation I Numerical Simulation of Sediment Transport and Morphological Change of JiJi Weir Reservoir <\/td>\n<\/tr>\n | ||||||
| 3586<\/td>\n | One-Dimensional Modeling of Sedimentation Processes on the Puyallup River <\/td>\n<\/tr>\n | ||||||
| 3596<\/td>\n | Physical Experimentation and CFD Modeling to Evaluate Sediment Scour in Catchbasin Sumps <\/td>\n<\/tr>\n | ||||||
| 3606<\/td>\n | Sedimentation Characteristics of the Lower Nakdong River Upstream of the Nakdong River Estuary Barrage <\/td>\n<\/tr>\n | ||||||
| 3619<\/td>\n | Sedimentation II Experimental Results on the Stability of Non-Cohesive Sediment Beds Subject to Vertical Pore Water Flux <\/td>\n<\/tr>\n | ||||||
| 3629<\/td>\n | Suspended Sediment Concentration Measurements of Muddy Sediments with an ADV <\/td>\n<\/tr>\n | ||||||
| 3636<\/td>\n | The Connectivity of Upland and Instream Processes <\/td>\n<\/tr>\n | ||||||
| 3646<\/td>\n | Upstream Intrusion Effect of CSO Event in Bubbly Creek, IL <\/td>\n<\/tr>\n | ||||||
| 3657<\/td>\n | Stream Restoration I A Simple Analytical Design Method for Small Alluvial Channels <\/td>\n<\/tr>\n | ||||||
| 3666<\/td>\n | Bankfull Discharge for Kansas Natural Alluvial Channel Design <\/td>\n<\/tr>\n | ||||||
| 3672<\/td>\n | Sediment Load Based Single Thread Alluvial Channel Classification <\/td>\n<\/tr>\n | ||||||
| 3683<\/td>\n | Using Watershed Scale Geomorphic Assessment to Improve Urban Stream Restoration Design <\/td>\n<\/tr>\n | ||||||
| 3693<\/td>\n | Stream Restoration II Habitat Restoration on the Middle Fork John Day River <\/td>\n<\/tr>\n | ||||||
| 3705<\/td>\n | Hungry Canyons Alliance: Streambed Stabilization in Western Iowa <\/td>\n<\/tr>\n | ||||||
| 3715<\/td>\n | Rehabilitation of Mine Impaired Creek in Idaho <\/td>\n<\/tr>\n | ||||||
| 3727<\/td>\n | The Value of Protecting Ozark Streams: An Economic Evaluation of Stream Bank Stability for Phosphorus Reduction <\/td>\n<\/tr>\n | ||||||
| 3747<\/td>\n | Stream Restoration III Developing Probability of Failure Estimates for Stream Restoration Design Components <\/td>\n<\/tr>\n | ||||||
| 3756<\/td>\n | Bedload Composition and Development of 2D Stream Sediment Model for Stream Restoration Design Applications in Urbanizing Watersheds <\/td>\n<\/tr>\n | ||||||
| 3764<\/td>\n | Two-Dimensional BOD and DO Water Quality Model for Engineering Applications: The Case of Bubbly Creek in Chicago, Illinois <\/td>\n<\/tr>\n | ||||||
| 3779<\/td>\n | Using HEC-RAS Hydraulic Design Functions for Geomorphic Channel Design and Analysis <\/td>\n<\/tr>\n | ||||||
| 3789<\/td>\n | Stream Restoration IV A Monitoring and Assessment Framework to Evaluate Stream Restoration Needs in Urbanizing Watersheds <\/td>\n<\/tr>\n | ||||||
| 3800<\/td>\n | Post Project Appraisal of Riparian, Wetland, and Aquatic Habitat Restoration at Best Slough, Beale Air Force Base, Marysville, CA <\/td>\n<\/tr>\n | ||||||
| 3810<\/td>\n | Predicting Streambank Seepage Flows: Sensitivity to Soil Properties and Layering <\/td>\n<\/tr>\n | ||||||
| 3820<\/td>\n | A Seepage Erosion Sediment Transport Function and Geometric Headcut Relationships for Predicting Seepage Erosion Undercutting <\/td>\n<\/tr>\n | ||||||
| 3830<\/td>\n | International Improving Hydrologic Prediction in Developing Countries A Blueprint for Advancing Hydrologic Predictability in Developing Countries: A Case Study for the Nile River Basin <\/td>\n<\/tr>\n | ||||||
| 3839<\/td>\n | Distributed Hydrologic Model for Flood Prevention in the Yuna River Water shed, Dominican Republic <\/td>\n<\/tr>\n | ||||||
| 3846<\/td>\n | Evaluation of Land Use Land Cover Changes in Palleru (K-11) Sub Basin of River Krishna Using GIS and NDVI <\/td>\n<\/tr>\n | ||||||
| 3858<\/td>\n | On the Local-Scale Spatial Variability of Daily Rainfall in the Highlands of the Blue Nile: Observational Evidence <\/td>\n<\/tr>\n | ||||||
| 3867<\/td>\n | International Water Resources Planning and Management Characteristics of Integrated Water Resource Management in the Zambezi River and Great Lakes Basins: A Comparison of Two Approaches <\/td>\n<\/tr>\n | ||||||
| 3877<\/td>\n | Determining the Causes of Declining Upper Great Lakes Levels\u2014Phase I of the International Upper Great Lakes Study by the St. Clair River Task Team <\/td>\n<\/tr>\n | ||||||
| 3884<\/td>\n | Economic Sustainability Evaluation of an Inter-Basin Water Transfer Project Using GWP Statement <\/td>\n<\/tr>\n | ||||||
| 3892<\/td>\n | Recent Developments in Water Policy in the Americas <\/td>\n<\/tr>\n | ||||||
| 3900<\/td>\n | The Memorandum of Understanding (MOU) between the University of Zambia and the University of Michigan: Conception and Subsequent Implementation Goals <\/td>\n<\/tr>\n | ||||||
| 3910<\/td>\n | Rural Water Supply Systems in Developing Countries Environmental and Water Resources in Developing Countries: Development of Micro Irrigation Facility at Parsoda Village <\/td>\n<\/tr>\n | ||||||
| 3916<\/td>\n | Feasibility Study for Implementing Renewable Energy to Power a Groundwater Pump in Rural Guatemala <\/td>\n<\/tr>\n | ||||||
| 3926<\/td>\n | Drinking Water Field Analyses for the Detection and Enumeration of Coliform Bacteria in Rural Guatemalan Highlands <\/td>\n<\/tr>\n | ||||||
| 3934<\/td>\n | Sustainability of Rural Water Supply Projects in Nicaragua <\/td>\n<\/tr>\n | ||||||
| 3944<\/td>\n | Transboundary Water Issues Framework for Improving Water Security in the Middle East <\/td>\n<\/tr>\n | ||||||
| 3954<\/td>\n | A War for Water <\/td>\n<\/tr>\n | ||||||
| 3963<\/td>\n | Water Resources in Jordan: Challenges and Accomplishments <\/td>\n<\/tr>\n | ||||||
| 3974<\/td>\n | Water Quality and Aquatic Ecosystems in Developing Countries Impacts of Mining in the Upper Zambezi River Basin: An Overview of the Zambian Copperbelt <\/td>\n<\/tr>\n | ||||||
| 3984<\/td>\n | Improving the Water Quality of One of the World\u2019s Great Lakes: Tai Lake Case Study of Environmental Responsibility in the Developing World <\/td>\n<\/tr>\n | ||||||
| 3994<\/td>\n | Investigating Aquatic Ecosystems of Small Lakes in Khorezm, Uzbekistan <\/td>\n<\/tr>\n | ||||||
| 3998<\/td>\n | Prediction of Thermal Stratification in Proposed Bakhtyari Reservoir with CE-QUAL-W2 <\/td>\n<\/tr>\n | ||||||
| 4006<\/td>\n | Irrigation and Drainage Crop Production and Water Balance Physiological and Yield Response of Green Bell Pepper to Soil Moisture Sensor Controlled Drip Irrigation <\/td>\n<\/tr>\n | ||||||
| 4016<\/td>\n | Water Production Functions for High Plains Crops <\/td>\n<\/tr>\n | ||||||
| 4025<\/td>\n | Water Retention and Hydraulic Conductivity of Different Media Used for Containerized Agriculture Systems <\/td>\n<\/tr>\n | ||||||
| 4036<\/td>\n | Water Use and Evapotranspiration Coefficients for Camelina Sativa <\/td>\n<\/tr>\n | ||||||
| 4046<\/td>\n | Current Irrigation Scheduling Advisory Systems 1 Irrigation Scheduling for Deficit Irrigation <\/td>\n<\/tr>\n | ||||||
| 4055<\/td>\n | The Arkansas Irrigation Scheduler <\/td>\n<\/tr>\n | ||||||
| 4065<\/td>\n | The Next Generation of Irrigation Management Programs <\/td>\n<\/tr>\n | ||||||
| 4074<\/td>\n | Woodruff Irrigation Charts <\/td>\n<\/tr>\n | ||||||
| 4083<\/td>\n | Current Irrigation Scheduling Advisory Systems 2 A Web-Based Advisory Service for Optimum Irrigation Management <\/td>\n<\/tr>\n | ||||||
| 4093<\/td>\n | Estimating Crop Coefficients from Fraction of Ground Cover and Height <\/td>\n<\/tr>\n | ||||||
| 4108<\/td>\n | Manure Application to Soybeans in the Chesapeake Bay Watershed <\/td>\n<\/tr>\n | ||||||
| 4115<\/td>\n | On-Line Irrigation Scheduling within the Belle Fourche Irrigation District <\/td>\n<\/tr>\n | ||||||
| 4125<\/td>\n | Drainage Infrastructure and Nonpoint Sources Agricultural Drainage Management Systems Task Force (ADMSTF) <\/td>\n<\/tr>\n | ||||||
| 4135<\/td>\n | Denitrifying Bioreactors for Treatment of Tile Drainage <\/td>\n<\/tr>\n | ||||||
| 4145<\/td>\n | Drainage Main Rehabilitation in Iowa <\/td>\n<\/tr>\n | ||||||
| 4150<\/td>\n | ET in Water Rights and Water Transfers 1 Alfalfa Reference ET from a Weighing Lysimeter and Estimates from the ASCE Standardized Reference ET Equation in the Arkansas Valley of Colorado <\/td>\n<\/tr>\n | ||||||
| 4159<\/td>\n | ASCE Standardized Penman-Monteith Alfalfa Reference ET and Crop ET Estimates for Arkansas River Compact Compliance in Colorado <\/td>\n<\/tr>\n | ||||||
| 4173<\/td>\n | Interstate Collaboration in the Arkansas River Compact Compliance Process: The \u201cNuts and Bolts\u201d\u009d of Developing PET for Canal Service Areas for Input to the H-I Model <\/td>\n<\/tr>\n | ||||||
| 4186<\/td>\n | Overview of Development and Use of Crop ET Estimates with Hydrological Models for Interstate Compacts <\/td>\n<\/tr>\n | ||||||
| 4198<\/td>\n | ET in Water Rights and Water Transfers 2 Adjusting Wind Speed Measured over Variable Height Alfalfa for Use in the ASCE Standardized Penman-Monteith Equation <\/td>\n<\/tr>\n | ||||||
| 4215<\/td>\n | Estimation of Evaporation and Evapotranspiration during Nongrowing Seasons Using a Dual Crop Coefficient <\/td>\n<\/tr>\n | ||||||
| 4229<\/td>\n | Evapotranspiration and Net Irrigation Water Requirements for Nevada <\/td>\n<\/tr>\n | ||||||
| 4244<\/td>\n | Integrated Water Management in an Ancestral Water Scheme in a Mountainous Area of Southern Spain <\/td>\n<\/tr>\n | ||||||
| 4253<\/td>\n | ET Measurement and Calculation Comparison of Sensible Heat Flux Measurements by a Large Aperture Scintillometer and Eddy Correlation Methods <\/td>\n<\/tr>\n | ||||||
| 4261<\/td>\n | Mid-Summer Deficit Irrigation of Alfalfa as a Strategy for Saving Water <\/td>\n<\/tr>\n | ||||||
| 4268<\/td>\n | Recursive and Explicit Combination Methods for Calculating Reference Evapotranspiration <\/td>\n<\/tr>\n | ||||||
| 4278<\/td>\n | Some Results of Evapotranspiration Measured by Three Weighing Lysimeters in La Mancha, Spain <\/td>\n<\/tr>\n | ||||||
| 4288<\/td>\n | Irrigation and Drainage Issues Application of SIRMOD to Evaluate Potential Tailwater Reduction from Improved Irrigation Management <\/td>\n<\/tr>\n | ||||||
| 4299<\/td>\n | Evaluation of Magnetic Meters for Irrigation Pipeline Measurement <\/td>\n<\/tr>\n | ||||||
| 4307<\/td>\n | Increasing Field Work Productivity in Irrigation Evaluation Processes through the Use of Combined Irrigation Models <\/td>\n<\/tr>\n | ||||||
| 4320<\/td>\n | Neighborhood Channel is Redefined with Boulder Armoring <\/td>\n<\/tr>\n | ||||||
| 4329<\/td>\n | Landscape Irrigation Scheduling and Water Management Evaluation of Irrigation Scheduling Efficiency and Adequacy by Various Control Technologies Compared to Theoretical Irrigation Requirement <\/td>\n<\/tr>\n | ||||||
| 4348<\/td>\n | Irrigation Rain Sensors Accuracy <\/td>\n<\/tr>\n | ||||||
| 4359<\/td>\n | Preliminary Results for Bench Testing of Evapotranspiration-Based Irrigation Controllers in Florida <\/td>\n<\/tr>\n | ||||||
| 4370<\/td>\n | The Use of Soil-Water Sensors in Turf Irrigation Control\u2014How Effective Are They? <\/td>\n<\/tr>\n | ||||||
| 4377<\/td>\n | Evapotranspiration Application of SVMs Algorithms for Prediction of Evaporation in Reservoirs <\/td>\n<\/tr>\n | ||||||
| 4387<\/td>\n | Controlled Drainage Effects on Crop Yield and Water Use Efficiency under Semi-Arid Conditions of Iran <\/td>\n<\/tr>\n | ||||||
| 4395<\/td>\n | Estimation of Regional Reference Evapotranspiration from Land Surface Temperature and Co-Kriging Method at Tehran Province, Iran <\/td>\n<\/tr>\n | ||||||
| 4404<\/td>\n | Remote Sensing of ET 1 Comparison of Evapotranspiration Estimates from Remote Sensing (SEBAL), Water Balance, and Crop Coefficient Approaches <\/td>\n<\/tr>\n | ||||||
| 4419<\/td>\n | Independent Comparisons among Calibration and Output of Energy Balance Components Estimated by the METRIC Procedure <\/td>\n<\/tr>\n | ||||||
| 4429<\/td>\n | Measuring Soil Moisture in a Heterogeneous Field <\/td>\n<\/tr>\n | ||||||
| 4439<\/td>\n | Performance Evaluation of Soil Heat Flux Models in Great Plains <\/td>\n<\/tr>\n | ||||||
| 4449<\/td>\n | Remote Sensing of ET 2 Application of Remote Sensing Based Tillage Mapping Technique to Evaluate Water Quality Impacts of Tillage Management Decisions in Upper White River Basin <\/td>\n<\/tr>\n | ||||||
| 4457<\/td>\n | Automated Selection of Anchor Pixels for Landsat Based Evapotranspiration Estimation <\/td>\n<\/tr>\n | ||||||
| 4468<\/td>\n | Mapping ET at High Resolution in an Advective Semi-Arid Environment with Airborne Multispectral Imagery <\/td>\n<\/tr>\n | ||||||
| 4479<\/td>\n | Local Issues\u2014Kansas City Regional Topics Brentwood Stream Restoration Project \u2013 Lenexa, Kansas <\/td>\n<\/tr>\n | ||||||
| 4487<\/td>\n | Golden Eagle\u2014Brown County, Kansas: Emergency Streambank Stabilization <\/td>\n<\/tr>\n | ||||||
| 4500<\/td>\n | Hutchinson, KS\u20144th and Carey Groundwater Remediation and Reverse Osmosis Water Treatment Facility Project <\/td>\n<\/tr>\n | ||||||
| 4510<\/td>\n | Hutchinson, KS\u20144th and Carey Site Groundwater and Source Control Measures at Two Grain Elevators <\/td>\n<\/tr>\n | ||||||
| 4520<\/td>\n | Impacts of Biota on Bioretention Cell Performance during Establishment in the Midwest <\/td>\n<\/tr>\n | ||||||
| 4533<\/td>\n | Importance of Levees in the Kansas City Area <\/td>\n<\/tr>\n | ||||||
| 4548<\/td>\n | Kansas City, Missouri Wet Weather Solutions Program: A Twelve Step Program <\/td>\n<\/tr>\n | ||||||
| 4555<\/td>\n | Kansas City, MO Overflow Control Program: Line Creek\/Rock Creek Sanitary Sewer Study <\/td>\n<\/tr>\n | ||||||
| 4566<\/td>\n | Lake Winnebago Dam Relocation Project <\/td>\n<\/tr>\n | ||||||
| 4576<\/td>\n | Zona Rosa and Rush Creek Conservation Area\u2014Applied Ecology in a Mixed-Use Development <\/td>\n<\/tr>\n | ||||||
| 4583<\/td>\n | Modeling Impacts of Conventional and Low Impact Stormwater Controls on Receiving Streams <\/td>\n<\/tr>\n | ||||||
| 4593<\/td>\n | Potable Water from a Superfund Site? <\/td>\n<\/tr>\n | ||||||
| 4603<\/td>\n | Riveside-Quindaro Bend Levee (L-385) on the Missouri River: The Essential Role of O&M and Documentation <\/td>\n<\/tr>\n | ||||||
| 4613<\/td>\n | Protecting Infrastructure: Emergency Streambank Stabilization <\/td>\n<\/tr>\n | ||||||
| 4628<\/td>\n | The Impact of Smaller Detention Basins on Flood Hazard Areas in Lenexa, Kansas <\/td>\n<\/tr>\n | ||||||
| 4638<\/td>\n | Water Quality of Streams in Johnson County, Kansas, 2002-07 <\/td>\n<\/tr>\n | ||||||
| 4647<\/td>\n | Water-Quality Assessment of the Largely Urban Blue River Basin, Metropolitan Kansas City, USA, 1998 to 2007 <\/td>\n<\/tr>\n | ||||||
| 4656<\/td>\n | Planning and Management A Bayesian Framework for Cost Effective Management of Sediment Reduction in the Minnesota River Basin <\/td>\n<\/tr>\n | ||||||
| 4665<\/td>\n | A Decentralized Optimization Algorithm for Multi-Agent System Based Watershed Management <\/td>\n<\/tr>\n | ||||||
| 4673<\/td>\n | A Decision Support System for Water Resources Planning and Management for the North Slope of Alaska <\/td>\n<\/tr>\n | ||||||
| 4680<\/td>\n | A Framework for Determining the Possible Impacts of a Changing Climate on Water Supply <\/td>\n<\/tr>\n | ||||||
| 4691<\/td>\n | A GIS-Based Decision-Making Methodology for Evaluation of Environmental Justice Impacts of Community Infrastructure Projects <\/td>\n<\/tr>\n | ||||||
| 4701<\/td>\n | A Pragmatic Cycle for Ongoing Water Resources Research and Management <\/td>\n<\/tr>\n | ||||||
| 4711<\/td>\n | A Spatio-Temporal Drought Analysis for the Midwestern US <\/td>\n<\/tr>\n | ||||||
| 4721<\/td>\n | Agent Based Models for Simulation of Watersharing in a River Basin <\/td>\n<\/tr>\n | ||||||
| 4731<\/td>\n | Analysis on Effect to EVW from Policy Intervention <\/td>\n<\/tr>\n | ||||||
| 4736<\/td>\n | Application of Genetic Algorithms for Estimation of Flood Routing Model Parameters <\/td>\n<\/tr>\n | ||||||
| 4746<\/td>\n | Application of Multi-Objective Differential Evolution Algorithm (MDEA) to Irrigation Planning <\/td>\n<\/tr>\n | ||||||
| 4756<\/td>\n | Assessing Potential Implications of Climate Change for Long-Term Water Resources Planning in the Lower Colorado River Basin <\/td>\n<\/tr>\n | ||||||
| 4765<\/td>\n | Asymptotic Variance of Regional Growth Curve for Generalized Logistic Distribution <\/td>\n<\/tr>\n | ||||||
| 4774<\/td>\n | Balancing the Budget: A Limited Detail Approach to Flood Studies <\/td>\n<\/tr>\n | ||||||
| 4784<\/td>\n | Climate Flow Forecast Model for the Brazilian Hydropower System <\/td>\n<\/tr>\n | ||||||
| 4793<\/td>\n | Collaborative Groundwater Model Development <\/td>\n<\/tr>\n | ||||||
| 4796<\/td>\n | Communicating Drought Severity and Re-Evaluating Firm Yield\u2014Cumberland County, Tennessee As a Case Study <\/td>\n<\/tr>\n | ||||||
| 4806<\/td>\n | Computer-Aided System for Managing, Controlling, and Analyzing Data from Hydroelectric Plants <\/td>\n<\/tr>\n | ||||||
| 4815<\/td>\n | Copula Approach for Reducing Uncertainty in Design Flood Estimates in Insufficient Data Situations <\/td>\n<\/tr>\n | ||||||
| 4829<\/td>\n | Deriving Rule Curve for Hydropower Reservoirs: Seymareh Experience <\/td>\n<\/tr>\n | ||||||
| 4839<\/td>\n | Detection of Streamflow Trends and Variability in Karun River, Iran as Parts of Climate Change and Climate Variability <\/td>\n<\/tr>\n | ||||||
| 4851<\/td>\n | Developing Artificial Neural Networks to Represent Salinity Intrusions in the Delta <\/td>\n<\/tr>\n | ||||||
| 4861<\/td>\n | Developing Best Practices for Computer Aided Dispute Resolution <\/td>\n<\/tr>\n | ||||||
| 4866<\/td>\n | Development of a Fuzzy Based Pipe Condition Assessment Model Using PROMETHEE <\/td>\n<\/tr>\n | ||||||
| 4876<\/td>\n | Development of Regression Models to Estimate Flow Duration Statistics at Ungaged Streams in Oklahoma Using a Regional Approach <\/td>\n<\/tr>\n | ||||||
| 4889<\/td>\n | Development of Sustainable Water Supply Scheme in Reservoir Operation: Case Study <\/td>\n<\/tr>\n | ||||||
| 4897<\/td>\n | Developments on Stochastic Analysis, Modeling, and Simulation (SAMS 2009) <\/td>\n<\/tr>\n | ||||||
| 4907<\/td>\n | Does Collaborative Modeling Lead to Better Management of Our Water Resources? <\/td>\n<\/tr>\n | ||||||
| 4911<\/td>\n | Flow Augmentation for Dissolved Oxygen Improvement in Chicago Waterways <\/td>\n<\/tr>\n | ||||||
| 4921<\/td>\n | Examining the Flow Regime Alteration and Its Potential Impacts to Freshwater Ecosystems under Changing Climate Conditions <\/td>\n<\/tr>\n | ||||||
| 4932<\/td>\n | FEMA Flood Map Accuracy <\/td>\n<\/tr>\n | ||||||
| 4942<\/td>\n | Generating Different Scenarios of BMP Designs in a Watershed Scale by Combining NSGA-II with SWAT <\/td>\n<\/tr>\n | ||||||
| 4951<\/td>\n | Hardening a Great and Growing City\u2019s Water Supply <\/td>\n<\/tr>\n | ||||||
| 4962<\/td>\n | High Resolution Radar Precipitation Evaluation <\/td>\n<\/tr>\n | ||||||
| 4974<\/td>\n | Hydrologic Modeling for Assessing Climate Change Impacts on the Water Resources of the Rio Conchos Basin <\/td>\n<\/tr>\n | ||||||
| 4984<\/td>\n | Hydrological Feasibility of Environmental Flows in the Rio Grande\/Bravo Basin <\/td>\n<\/tr>\n | ||||||
| 4995<\/td>\n | Impacts of the Upstream Storage Reservoirs on Itaipu Hydropower Plant Operation <\/td>\n<\/tr>\n | ||||||
| 5004<\/td>\n | Inflow Forecasting for Real-Time Reservoir Operation Using Artificial Neural Network <\/td>\n<\/tr>\n | ||||||
| 5013<\/td>\n | Integrated Management of a Finite Water Supply in the Desert <\/td>\n<\/tr>\n | ||||||
| 5022<\/td>\n | Long-Lead Forecasting of Monthly Rainfall Using Large Scale Climate Signals and Statistical Disaggregation Models <\/td>\n<\/tr>\n | ||||||
| 5032<\/td>\n | Looking for a Solution\u2014Joint Front Range Climate Change Vulnerability Study <\/td>\n<\/tr>\n | ||||||
| 5040<\/td>\n | Managing Salinity in the Upper Santa Clara River System of California <\/td>\n<\/tr>\n | ||||||
| 5050<\/td>\n | Modeling Techniques to Incorporate Low Impact Development Features into Detention Analyses <\/td>\n<\/tr>\n | ||||||
| 5060<\/td>\n | MOPSO in Multipurpose Operation of Single-Reservoir System <\/td>\n<\/tr>\n | ||||||
| 5069<\/td>\n | Multi-Criteria Decision Making under Uncertainty in Rainfall-Runoff Calibration: A Fuzzy Compromise Programming Approach Based on Alpha Level Sets <\/td>\n<\/tr>\n | ||||||
| 5079<\/td>\n | Multiobjective Differential Evolution and Differential Evolution for Irrigation Planning <\/td>\n<\/tr>\n | ||||||
| 5087<\/td>\n | Multireservoir Simulation Using Multipurpose Constraints and Object-Oriented Software Design <\/td>\n<\/tr>\n | ||||||
| 5098<\/td>\n | Nonlinear Dependence in Hydrologic Time Series <\/td>\n<\/tr>\n | ||||||
| 5108<\/td>\n | Paleo Pacific Ocean Sea Surface Temperature Variability and Upper Colorado River Basin Streamflow <\/td>\n<\/tr>\n | ||||||
| 5118<\/td>\n | Planning for Climate Change <\/td>\n<\/tr>\n | ||||||
| 5124<\/td>\n | Probabilistic Streamflow Forecasts Based on Hydrologic Persistence in Central Texas <\/td>\n<\/tr>\n | ||||||
| 5134<\/td>\n | Providing a Physical Basis for Statistical Homogeneity in Regional Frequency Analyses <\/td>\n<\/tr>\n | ||||||
| 5144<\/td>\n | Reducing Uncertainty of Continuous Streamflow Predictions in Ungauged Basins (PUB) Using Regional Constraints: Using Regional Constraints for PUB <\/td>\n<\/tr>\n | ||||||
| 5154<\/td>\n | San Joaquin River Restoration Program Monitoring and Management Plans <\/td>\n<\/tr>\n | ||||||
| 5164<\/td>\n | Selection of Overflow Control Strategies for the Austin Clean Water Program <\/td>\n<\/tr>\n | ||||||
| 5172<\/td>\n | Spatial Evolutionary Algorithms for Characterizing Large-Scale Spatial Groundwater-Vegetation Dynamics in Arid Region <\/td>\n<\/tr>\n | ||||||
| 5182<\/td>\n | Study on the Water Value Conversion between Economy and Ecology and Countermeasures of Water Resources Distribution for Coordinated Development of Economy and Ecology <\/td>\n<\/tr>\n | ||||||
| 5194<\/td>\n | The Implications of Discretizing Continuous Random Variables: An Example Using the U.S. Geological Survey Reporting Standards for Streamflow Data <\/td>\n<\/tr>\n | ||||||
| 5200<\/td>\n | Uncertainty Analysis: You Need to Know What You Don\u2019t Know <\/td>\n<\/tr>\n | ||||||
| 5210<\/td>\n | Uncertainty and Sensitivity Analysis for Models with Calibrated Parameters <\/td>\n<\/tr>\n | ||||||
| 5220<\/td>\n | Vulnerability of the Hydraulic Resources of the River Basin of the San Juan-Brave River with the Global Climatic Change <\/td>\n<\/tr>\n | ||||||
| 5230<\/td>\n | Water Demand Forecasting for the City of the Future against the Uncertainties and the Global Change Pressures: Case of Birmingham <\/td>\n<\/tr>\n | ||||||
| 5245<\/td>\n | Water Quality Effects of Varying Crop, Fertilizer, and Carbon Prices <\/td>\n<\/tr>\n | ||||||
| 5249<\/td>\n | Water Resources Planning under Non-Stationary Hydroclimate in a Snow Dominant Watershed <\/td>\n<\/tr>\n | ||||||
| 5259<\/td>\n | Water Supply and Energy Generation <\/td>\n<\/tr>\n | ||||||
| 5269<\/td>\n | Watershed Management in the Indian Himalayan Region: Issues and Challenges <\/td>\n<\/tr>\n | ||||||
| 5281<\/td>\n | Whatever It Takes: From Water Availability Model to Cost of Water <\/td>\n<\/tr>\n | ||||||
| 5294<\/td>\n | Student and New Professionals Student Author Competition Winners Current Water Management Practices and the Effects of Climate Change on the Colorado River Basin <\/td>\n<\/tr>\n | ||||||
| 5303<\/td>\n | Does Polymer Have an Effect on Bacterial Regrowth in Anaerobically Digested Biosolids? <\/td>\n<\/tr>\n | ||||||
| 5310<\/td>\n | Effect of Acid Mine Drainage on Aluminum Release from Clay Minerals <\/td>\n<\/tr>\n | ||||||
| 5318<\/td>\n | Sensitivity Analysis of HEC-HMS Hydrologic Model to the Number of Sub-Basins: Case Study <\/td>\n<\/tr>\n | ||||||
| 5327<\/td>\n | Study of Low Dosage Pre-Ozonation on Sand Filtration Efficiency <\/td>\n<\/tr>\n | ||||||
| 5334<\/td>\n | The Dubai Palms: Construction and Environmental Consequences <\/td>\n<\/tr>\n | ||||||
| 5340<\/td>\n | Water, Wastewater, and Stormwater Retrofitting Stormwater BMPs Developing Green Streets Prototypes to Reduce Combined Sewer Overflows for Cincinnati, Ohio <\/td>\n<\/tr>\n | ||||||
| 5350<\/td>\n | Implementation and Performance of Stormwater Best Management Practice Retrofits in Wilmington, NC <\/td>\n<\/tr>\n | ||||||
| 5360<\/td>\n | Modeling Stormwater Basins for Potential Retrofit Designs <\/td>\n<\/tr>\n | ||||||
| 5370<\/td>\n | Stormwater Infiltration Retrofits: Experience Gained through Long Term Monitoring Stormwater Research I <\/td>\n<\/tr>\n | ||||||
| 5378<\/td>\n | A Tool for Determining Effectiveness and Whole Life Costs of BMPs <\/td>\n<\/tr>\n | ||||||
| 5391<\/td>\n | Controlled Full-Scale Field Testing of an Up-Flow Filtration Device <\/td>\n<\/tr>\n | ||||||
| 5400<\/td>\n | The Observed Effects of Stormwater Infiltration on Groundwater <\/td>\n<\/tr>\n | ||||||
| 5410<\/td>\n | Water Quality Assessed by Benthic Macro-Invertebrates: Proposing the WQABI Method <\/td>\n<\/tr>\n | ||||||
| 5421<\/td>\n | Stormwater Research II A Robust and Fast Model for Simulating Street Flooding <\/td>\n<\/tr>\n | ||||||
| 5431<\/td>\n | Evaluating the Mixing Mechanism of Outfall Discharges from Municipal Separate Storm Sewer Systems <\/td>\n<\/tr>\n | ||||||
| 5437<\/td>\n | Physical Processes Resulting in Geyser Formation in Rapidly Filling Stormwater Tunnels <\/td>\n<\/tr>\n | ||||||
| 5447<\/td>\n | The \u201cSilver Bullet\u201d\u009d: Proprietary BMPs and Metropolitan St. Louis Sewer District\u2019s Stormwater Program <\/td>\n<\/tr>\n | ||||||
| 5456<\/td>\n | Security Enhancements in Water and Wastewater Utilities 1 Survey of Water and Wastewater Utility Security Standards <\/td>\n<\/tr>\n | ||||||
| 5462<\/td>\n | Security Enhancements in Water and Wastewater Utilities 2 Advances in Data Validation, Event Detection, and Communications Structures for a CWS: Case Study\u2014Glendale, Arizona <\/td>\n<\/tr>\n | ||||||
| 5468<\/td>\n | Implementing a Contamination Warning System at a Department of Defense Facility: Case Study\u2014Port Hueneme, California <\/td>\n<\/tr>\n | ||||||
| 5475<\/td>\n | Concentrate Management in Desalination I Concentrate Management and Disposal Practices in Australia <\/td>\n<\/tr>\n | ||||||
| 5485<\/td>\n | Desalination of Brackish Groundwater and Deep Well Injection of Concentrate in El Paso, Texas <\/td>\n<\/tr>\n | ||||||
| 5494<\/td>\n | Membrane Treatment of Rio Grande Water for Municipal Water Production during the Non-Irrigation Season <\/td>\n<\/tr>\n | ||||||
| 5504<\/td>\n | Synopsis of National Research Council\u2019s Report on Desalination <\/td>\n<\/tr>\n | ||||||
| 5512<\/td>\n | Concentrate Management in Desalination 2 Cost Comparison of Membrane Treatment and Concentrate Management Practices at Drinking Water Treatment Plants in Florida <\/td>\n<\/tr>\n | ||||||
| 5519<\/td>\n | Desalination Concentrate: Bay vs. Ocean <\/td>\n<\/tr>\n | ||||||
| 5529<\/td>\n | Future Water Supply Desalination Technology: Forward Osmosis Co-Located with Power Generation <\/td>\n<\/tr>\n | ||||||
| 5535<\/td>\n | New Strategies for Managing Desalination Concentrate with Zero Liquid Discharge from Two WRF Research Projects <\/td>\n<\/tr>\n | ||||||
| 5545<\/td>\n | Water. Wastewater, and Stormwater Topics A Mobile Emergency Drinking Water System Powered by Renewable Energy <\/td>\n<\/tr>\n | ||||||
| 5555<\/td>\n | Adding Value to Sanitary Sewers\u2014An Important Asset of Municipalities <\/td>\n<\/tr>\n | ||||||
| 5566<\/td>\n | Ecosystem Services Approach to Public Facility Planning <\/td>\n<\/tr>\n | ||||||
| 5576<\/td>\n | An Evaluation of Graywater Reuse Utilizing a Constructed Wetland Treatment System <\/td>\n<\/tr>\n | ||||||
| 5586<\/td>\n | Application of Enhanced Methods of Phosphorous and Nitrogen Removal from Wastewater <\/td>\n<\/tr>\n | ||||||
| 5595<\/td>\n | Bench-Scale Ozonation of Raw Industrial and Municipal Wastewater <\/td>\n<\/tr>\n | ||||||
| 5607<\/td>\n | Biological Nutrient Removal from On-Site Wastewater Treatment Systems Using a Membrane Aerated Bioreactor <\/td>\n<\/tr>\n | ||||||
| 5614<\/td>\n | Boundary Conditions for Simulating Complex Storm-Sewer Systems in Free Surface, Pressurized, and Mixed Flow Conditions <\/td>\n<\/tr>\n | ||||||
| 5625<\/td>\n | City of St. Louis Permeable Pavement Alley Pilot Study <\/td>\n<\/tr>\n | ||||||
| 5634<\/td>\n | Competing Risks and the Development of Adaptive Management Plans for Water Resources: Field Reconnaissance Investigation of Risks to Fishes and Other Aquatic Biota Exposed to Endocrine Disrupting Chemicals (EDCs) in Lake Mead, Nevada, USA <\/td>\n<\/tr>\n | ||||||
| 5659<\/td>\n | Construction of a Low-Flow Channel in Barber Creek: Case Study in the Powder River Basin, Wyoming <\/td>\n<\/tr>\n | ||||||
| 5669<\/td>\n | Decentralized Anaerobic Treatment of Blackwater: A Sustainable Development Technology Concept for Urban Water Management <\/td>\n<\/tr>\n | ||||||
| 5681<\/td>\n | Development of a National GIS Database for Municipal Water and Wastewater Pipe Infrastructure System <\/td>\n<\/tr>\n | ||||||
| 5691<\/td>\n | Engineering Natural Filtration Systems to Remove Selenium, Nitrate, and Bacteria from Impaired Surface Waters\u2014Foundational Studies <\/td>\n<\/tr>\n | ||||||
| 5704<\/td>\n | Extension of an LA-QUAL Model for Evaluating a Proposed Wastewater Discharge to Realistic Receiving Water Temperature and Flow Conditions <\/td>\n<\/tr>\n | ||||||
| 5719<\/td>\n | Gray Water and Treated Effluent Reuse <\/td>\n<\/tr>\n | ||||||
| 5729<\/td>\n | Green Alternatives to Channel Stabilization <\/td>\n<\/tr>\n | ||||||
| 5735<\/td>\n | Hydraulic Modeling and Engineering Evaluation of Fort Myers Beach\u2019s Water Distribution System <\/td>\n<\/tr>\n | ||||||
| 5747<\/td>\n | Innovative Strategies Alleviate Water Stress in South East Queensland, Australia <\/td>\n<\/tr>\n | ||||||
| 5755<\/td>\n | Multi-Objective Design of Transient Network Models <\/td>\n<\/tr>\n | ||||||
| 5765<\/td>\n | Municipal Water Systems in the Columbia River Basin: A Portfolio Management Approach for Multiple Benefits <\/td>\n<\/tr>\n | ||||||
| 5774<\/td>\n | Reliability Based Design of Water Distribution Network (WDN) Considering the Reliability of Nodal Pressures <\/td>\n<\/tr>\n | ||||||
| 5783<\/td>\n | Removal of Selenium and Nitrate from Surface Waters Using a Subsurface Microbial Filter <\/td>\n<\/tr>\n | ||||||
| 5791<\/td>\n | Research and Application of Activated Sludge Models <\/td>\n<\/tr>\n | ||||||
| 5799<\/td>\n | Risk Assessment to the Environment Due to Anionic Surfactants in Treated Sewages and Dried Sludges <\/td>\n<\/tr>\n | ||||||
| 5810<\/td>\n | Riverbank Filtration for Water Supply: Indian Experience <\/td>\n<\/tr>\n | ||||||
| 5819<\/td>\n | Sustainable Design and Construction of Earthen-Dam Reservoirs for Water Produced in Association with Coalbed Natural Gas in the Powder River Basin, Wyoming <\/td>\n<\/tr>\n | ||||||
| 5829<\/td>\n | Sustainable Development of Agriculture: Urban Waste Water a Viable Mean for Irrigation <\/td>\n<\/tr>\n | ||||||
| 5857<\/td>\n | Treatment Performance of Wastewater Lagoons in South Yungas Province of Bolivia <\/td>\n<\/tr>\n | ||||||
| 5869<\/td>\n | Understanding and Controlling Fouling in Membrane Bioreactors <\/td>\n<\/tr>\n | ||||||
| 5875<\/td>\n | Using Media Filters in a Distributed Wastewater System Serving an Ecotourism-Oriented Development <\/td>\n<\/tr>\n | ||||||
| 5885<\/td>\n | Water Treatment Industry Course Correction <\/td>\n<\/tr>\n | ||||||
| 5890<\/td>\n | Watershed Debris Flow Hazard Analysis and Modeling Associated Disasters to the Debris Flows <\/td>\n<\/tr>\n | ||||||
| 5902<\/td>\n | Experimental Analyses of Sedimentation in the Slit Dam Reservoir <\/td>\n<\/tr>\n | ||||||
| 5914<\/td>\n | Great Rivers of the World Geochemistry of Yukon and Copper River Tributaries, Alaska <\/td>\n<\/tr>\n | ||||||
| 5921<\/td>\n | The Hydrology of the Congo River Basin: A GIS-Based Hydrological Water Balance Model <\/td>\n<\/tr>\n | ||||||
| 5937<\/td>\n | Preliminary Assessment of Planform Change at Low Flows with Vegetation Expansion: Platte River, Nebraska <\/td>\n<\/tr>\n | ||||||
| 5947<\/td>\n | Sediment Management for Shallow Water Habitat Creation on the Missouri River <\/td>\n<\/tr>\n | ||||||
| 5953<\/td>\n | Hydrologic Monitoring Network Design of Solar Radiation Sensor Network Using Geo-Statistical Methods <\/td>\n<\/tr>\n | ||||||
| 5963<\/td>\n | EPM Approach for Erosion Modeling by Using RS and GIS <\/td>\n<\/tr>\n | ||||||
| 5971<\/td>\n | Evaluation of Improvised Spatial Interpolation Methods for Infilling Missing Precipitation Records <\/td>\n<\/tr>\n | ||||||
| 5981<\/td>\n | Quantifying Uncertainty in Discharge Measurements: A New Approach <\/td>\n<\/tr>\n | ||||||
| 5989<\/td>\n | Land Use\/Cover Changes and Water Quality\/Quantity Assessment of Lumped, Quasi-Distributed and Distributed Hydrologic Models of the US Army Corps of Engineers <\/td>\n<\/tr>\n | ||||||
| 6000<\/td>\n | Change in Surface Hydrology Due to Land Use Change in a Midwestern Watershed <\/td>\n<\/tr>\n | ||||||
| 6010<\/td>\n | Do Upland Soil Conservation Measures Reduce Watershed Sediment Yield? <\/td>\n<\/tr>\n | ||||||
| 6018<\/td>\n | Human Impact on the Mobilization of a Naturally-Occurring Source of Selenium in an Urbanizing Catchment <\/td>\n<\/tr>\n | ||||||
| 6028<\/td>\n | Long Term Effect of a Stream Restoration Plan on Water Quality <\/td>\n<\/tr>\n | ||||||
| 6038<\/td>\n | Measurement of Velocity and Discharge of a Stream Using a New Floating Rod Equipped with a GPS Receiver <\/td>\n<\/tr>\n | ||||||
| 6047<\/td>\n | Prediction of Nitrate Concentration in Stream Water Based on Watershed Land Use and Stream Flow Rate <\/td>\n<\/tr>\n | ||||||
| 6057<\/td>\n | Studying the Impact of Land Use\/Cover Changes on the Water Quality of Weeks Bay, AL: Model vs. Regression <\/td>\n<\/tr>\n | ||||||
| 6067<\/td>\n | Mississippi River Basin Modeling the Hydrology and Hydraulics of the Cache River System <\/td>\n<\/tr>\n | ||||||
| 6077<\/td>\n | The Mississippi River: A National Resource <\/td>\n<\/tr>\n | ||||||
| 6085<\/td>\n | The Nature Conservancy\u2019s Mississippi River Program: Sustainable Conservation of a Working River that Works <\/td>\n<\/tr>\n | ||||||
| 6089<\/td>\n | Modeling Hydroclimate Historical Reconstruction of Hydroclimatic Data Based on the Control Runs of GCMs over Sabah and Sarawak, Malaysia <\/td>\n<\/tr>\n | ||||||
| 6097<\/td>\n | Statistical Characteristics of Land Surface Properties for the Regional Hydroclimate Model <\/td>\n<\/tr>\n | ||||||
| 6106<\/td>\n | Modeling Hydroclimate\u2014Statistical Approaches Modeling the Kinematic Wave Parameters with Regression Methods <\/td>\n<\/tr>\n | ||||||
| 6116<\/td>\n | On the Use of Data Uncertainty in Hydro-Climatic Modeling: A Bayesian Approach <\/td>\n<\/tr>\n | ||||||
| 6126<\/td>\n | NEXRAD Data Analysis Adjustment of the Z-R Relationship in Real-Time for Use in South Florida <\/td>\n<\/tr>\n | ||||||
| 6138<\/td>\n | Radar-Rainfall Analysis for Extreme August Storm in Sacramento <\/td>\n<\/tr>\n | ||||||
| 6149<\/td>\n | Use of Lightning and Storms Life Cycle Information in Radar Rainfall Estimation <\/td>\n<\/tr>\n | ||||||
| 6160<\/td>\n | Use of NEXRAD Rainfall Data to Develop Climatologically Homogenous Rain Areas for Central and South Florida <\/td>\n<\/tr>\n | ||||||
| 6171<\/td>\n | NEXRAD Data Analysis and Application Impacts of Different Rainfall Estimates on Hydrological Simulation and Satellite Rainfall Retrieval Error Propagation <\/td>\n<\/tr>\n | ||||||
| 6183<\/td>\n | NEXRAD Data Application to Hydrologic Modeling Application of NEXRAD for Freshwater Inflow Estimates to Texas Bays and Estuaries <\/td>\n<\/tr>\n | ||||||
| 6196<\/td>\n | Distributed Hydrologic Modeling: From Research to Operational Forecasting <\/td>\n<\/tr>\n | ||||||
| 6206<\/td>\n | Flash Flood Forecasting for Ungauged Locations with NEXRAD Precipitation Data, Threshold Frequencies, and a Distributed Hydrologic Model <\/td>\n<\/tr>\n | ||||||
| 6216<\/td>\n | Gauge-Based Adjustment of Historical Multi-Sensor Quantitative Precipitation Fields and Resulting Effects on Hydrologic Simulations <\/td>\n<\/tr>\n | ||||||
| 6228<\/td>\n | Prediction Tools in Watershed Management Estimating Probability of Extreme Events <\/td>\n<\/tr>\n | ||||||
| 6237<\/td>\n | Prediction of Changes in Soil Moisture Due to Rainfall, Infiltration, and Evapotranspiration Using a Physically-Based Model <\/td>\n<\/tr>\n | ||||||
| 6248<\/td>\n | Reining in Log-Pearson Type III Flow-Frequency Estimates\u2014Applying a Reasonable Bound through the Skew Parameter <\/td>\n<\/tr>\n | ||||||
| 6260<\/td>\n | Understanding Water Quality Responses to Long-Term Acidic Deposition in a High-Elevation Southern Appalachian Watershed: A Focus on Soil Watershed Processes <\/td>\n<\/tr>\n | ||||||
| 6272<\/td>\n | Probabilistic Approaches for Watershed Processes 1 Estimation of TMDLs and Margin of Safety under Conditions of Uncertainty <\/td>\n<\/tr>\n | ||||||
| 6282<\/td>\n | Probable Maximum Precipitation for 24 Hour Duration over Four Central Provinces in Iran <\/td>\n<\/tr>\n | ||||||
| 6288<\/td>\n | Regional Regression Analysis and the Rational Method <\/td>\n<\/tr>\n | ||||||
| 6296<\/td>\n | Stochastic Non-Equilibrium Bedload Transport Model <\/td>\n<\/tr>\n | ||||||
| 6305<\/td>\n | Probabilistic Approaches for Watershed Processes 2 Parameter Uncertainty Estimation of Hydrologic Models Using Bootstrap Resampling <\/td>\n<\/tr>\n | ||||||
| 6315<\/td>\n | Optimization of Regional Stormwater Quality Control Systems Using Genetic Algorithms <\/td>\n<\/tr>\n | ||||||
| 6325<\/td>\n | Statistical Seasonal Streamflow Forecasting: An Intercomparison and Evaluation of Current Forecasting Procedures <\/td>\n<\/tr>\n | ||||||
| 6335<\/td>\n | Watershed Management 1 Analysis of Water Quality Trends and Pollutant Loading for Cypress Creek Watershed <\/td>\n<\/tr>\n | ||||||
| 6345<\/td>\n | Assessment of the Capability of Hydrologic and Artificial Neural Network Models for Flood Warning System in Land Use Change Condition <\/td>\n<\/tr>\n | ||||||
| 6356<\/td>\n | Estimating Groundwater Pumping and Return Flow Based on Hydrologic Recession Analysis <\/td>\n<\/tr>\n | ||||||
| 6366<\/td>\n | Historical Changes in the Streamflow in Kansas Streams: Variation, Causes, and Implications <\/td>\n<\/tr>\n | ||||||
| 6376<\/td>\n | Modeling Water Quality Impacts in Delaware\u2019s Coastal Bays with AGNPS <\/td>\n<\/tr>\n | ||||||
| 6384<\/td>\n | Parameterization of Seasonal Freshets for the Study of Effects of Freshwater Inflows on Galveston Bay <\/td>\n<\/tr>\n | ||||||
| 6394<\/td>\n | Runoffs of the Xiangride and Qaidum Rivers in the Arid Qaidum Basin, Northwest China <\/td>\n<\/tr>\n | ||||||
| 6404<\/td>\n | Watershed Management 2 Design and Implementation of Optimized Hydrologic Unit Watersheds for Rainfall-Runoff Modeling <\/td>\n<\/tr>\n | ||||||
| 6414<\/td>\n | Effects of Rainfall-Runoff on Soil Surface Roughness and Erosion Processes <\/td>\n<\/tr>\n | ||||||
| 6422<\/td>\n | Hydrologic Modeling and Flood Frequency Analysis of the Sonora River Watershed in Sonora, Northwest Mexico <\/td>\n<\/tr>\n | ||||||
| 6432<\/td>\n | Integrated Watershed Protection Plan and Management Strategy for the Calleguas Creek Watershed in Ventura County <\/td>\n<\/tr>\n | ||||||
| 6442<\/td>\n | McCormick Place West Hall Conference Center Stormwater Reclamation Tunnel and \u201cGreen Roof\u201d\u009d Helps Advance Chicago\u2019s Clean Water Agenda <\/td>\n<\/tr>\n | ||||||
| 6452<\/td>\n | Spatial Variation of Sediment Oxygen Demand in Athabasca River: Influence of Water Column Pollutants <\/td>\n<\/tr>\n | ||||||
| 6464<\/td>\n | Watershed Management 3 A Comparison of a SWAT Model for the Cannonsville Watershed with and without Variable Source Area Hydrology <\/td>\n<\/tr>\n | ||||||
| 6469<\/td>\n | Effective Management of Natural Resources under Dry Land Farming through Watershed Basis <\/td>\n<\/tr>\n | ||||||
| 6474<\/td>\n | Evaluation of Uncertainties in the Simulation of Watershed Nutrient Load: A Case Study <\/td>\n<\/tr>\n | ||||||
| 6484<\/td>\n | Modeling Framework for Establishing Water Quality Trading Units near Pacific, Missouri <\/td>\n<\/tr>\n | ||||||
| 6493<\/td>\n | Statistical Evaluation of BMP Effectiveness in Reducing Nutrient Impairment in Mermentau and Vermilion-Teche River Basins <\/td>\n<\/tr>\n | ||||||
| 6503<\/td>\n | Using \u201cBig Data\u201d\u009d to Optimally Model Hydrology and Water Quality across Expansive Regions <\/td>\n<\/tr>\n | ||||||
| 6518<\/td>\n | Watershed Modeling 1 Application of Northeast Regional Climate Center Research Results for the Purpose of Evaluating and Updating Intensity-Duration-Frequency (IDF) Curves \u2013Case Study: Rochester, New York <\/td>\n<\/tr>\n | ||||||
| 6527<\/td>\n | Assessment of Flood Risk Due to Storm Surge in Coastal Bayous Using Dynamic Hydraulic Modeling <\/td>\n<\/tr>\n | ||||||
| 6537<\/td>\n | Effects of Freezing and Thawing Processes on Bank Stability <\/td>\n<\/tr>\n | ||||||
| 6546<\/td>\n | Integrated Surface Water and Groundwater Modeling of Orange River Basin in Southwest Florida for Flood Mitigation\/Ecosystem Restoration <\/td>\n<\/tr>\n | ||||||
| 6556<\/td>\n | Spatially Distributed Modeling of Soil Erosion and Sediment Transport at Watershed Scale <\/td>\n<\/tr>\n | ||||||
| 6566<\/td>\n | The Role of the Clast Layer of Desert Pavement in Rainfall-Runoff Processes <\/td>\n<\/tr>\n | ||||||
| 6574<\/td>\n | Watershed Models for Storm Water Management: Comparing Hydrologic and Hydraulic Procedures <\/td>\n<\/tr>\n | ||||||
| 6584<\/td>\n | Water Subdivision for Modeling <\/td>\n<\/tr>\n | ||||||
| 6594<\/td>\n | Wetlands Integrated Watershed Modeling <\/td>\n<\/tr>\n | ||||||
| 6610<\/td>\n | Understanding Uncertainties in Water Budget for Large Constructed Wetlands <\/td>\n<\/tr>\n | ||||||
| 6620<\/td>\n | Author Index A <\/td>\n<\/tr>\n | ||||||
| 6625<\/td>\n | B <\/td>\n<\/tr>\n | ||||||
| 6633<\/td>\n | C <\/td>\n<\/tr>\n | ||||||
| 6640<\/td>\n | D <\/td>\n<\/tr>\n | ||||||
| 6644<\/td>\n | E <\/td>\n<\/tr>\n | ||||||
| 6646<\/td>\n | F <\/td>\n<\/tr>\n | ||||||
| 6650<\/td>\n | G <\/td>\n<\/tr>\n | ||||||
| 6655<\/td>\n | H <\/td>\n<\/tr>\n | ||||||
| 6664<\/td>\n | I J <\/td>\n<\/tr>\n | ||||||
| 6667<\/td>\n | K <\/td>\n<\/tr>\n | ||||||
| 6675<\/td>\n | L <\/td>\n<\/tr>\n | ||||||
| 6681<\/td>\n | M <\/td>\n<\/tr>\n | ||||||
| 6690<\/td>\n | N <\/td>\n<\/tr>\n | ||||||
| 6692<\/td>\n | O <\/td>\n<\/tr>\n | ||||||
| 6695<\/td>\n | P <\/td>\n<\/tr>\n | ||||||
| 6699<\/td>\n | Q <\/td>\n<\/tr>\n | ||||||
| 6700<\/td>\n | R <\/td>\n<\/tr>\n | ||||||
| 6705<\/td>\n | S <\/td>\n<\/tr>\n | ||||||
| 6716<\/td>\n | T <\/td>\n<\/tr>\n | ||||||
| 6720<\/td>\n | U <\/td>\n<\/tr>\n | ||||||
| 6721<\/td>\n | V <\/td>\n<\/tr>\n | ||||||
| 6723<\/td>\n | W <\/td>\n<\/tr>\n | ||||||
| 6729<\/td>\n | X <\/td>\n<\/tr>\n | ||||||
| 6730<\/td>\n | Y <\/td>\n<\/tr>\n | ||||||
| 6731<\/td>\n | Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" World Environmental and Water Resources Congress 2009<\/b><\/p>\n |