This collection contains 484 papers presented at the World Environmental and Water Resources Congress 2010, held in Providence, Rhode Island, May 16-20, 2010.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | 2010 EWRI Technical Paper Contest Winners The Rivers of Madison County: Determination of Bacterial Contamination in the Flint River during Winter Flood Stage <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | Reclamation of Tile Effluent: Denitrifying Woodchip Bioreactors <\/td>\n<\/tr>\n | ||||||
| 61<\/td>\n | Comparison of Water Quality Data to Determine Effects of Urbanization on the Flint River, Madison County, Alabama <\/td>\n<\/tr>\n | ||||||
| 66<\/td>\n | Suspended Sediment Transport in a Southeastern Plains Watershed <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | Study of the Effects of Ozonation and Flow on Corrosion of Cement Mortar Lined Water Pipe <\/td>\n<\/tr>\n | ||||||
| 84<\/td>\n | CLIMATE CHANGE Climate Change Impacts in International Basins River Water Pollution Modeling under Climate Change in Kura-Araks Basin for Watershed Management. <\/td>\n<\/tr>\n | ||||||
| 93<\/td>\n | Climate Change Impacts on Extreme Flow Measures in Satluj River Basin in India <\/td>\n<\/tr>\n | ||||||
| 107<\/td>\n | Climate Change Impacts on River Basins Transboundary Climate Change Effects on the Hydrologic Regime in the Rio Conchos Basin <\/td>\n<\/tr>\n | ||||||
| 116<\/td>\n | Assessing the Impacts of Climate Variability on the Water Resources in the Rio Grande\/R\u00c3\u00ado Bravo Basin <\/td>\n<\/tr>\n | ||||||
| 128<\/td>\n | Combined Effect of Global Climate Projection and Hydrologic Model Uncertainties on the Future Changes of Streamflow <\/td>\n<\/tr>\n | ||||||
| 139<\/td>\n | Evaluation of Climate Change Impacts to Reservoir Operations within the Connecticut River Basin <\/td>\n<\/tr>\n | ||||||
| 148<\/td>\n | Decision Support Systems for Climate Change Framework for Water and Wastewater Utility Climate Change Adaptation Decision Making <\/td>\n<\/tr>\n | ||||||
| 154<\/td>\n | A Framework of Hydroclimate Modeling and Decision Support Tools for Sustainable Water Resources Planning in a Changing Climate <\/td>\n<\/tr>\n | ||||||
| 162<\/td>\n | Impacts of Climate Change on Flooding and Urban Drainage Preliminary Analysis of Trends in Australian Flood Data <\/td>\n<\/tr>\n | ||||||
| 172<\/td>\n | Impacts of Climate Change on Water Resources Impacts of Climate Change and Growth on Water Demands in the Puget Sound Region <\/td>\n<\/tr>\n | ||||||
| 182<\/td>\n | Water Quality Management in the Context of Climate Change: Importance for Adapting Critical Condition and Uncertainty Analysis in the Threshold or Scenario Approach <\/td>\n<\/tr>\n | ||||||
| 191<\/td>\n | Aquifer Storage and Recovery as a Viable Climate Change Adaptation Technique: Sustainable Development under the Current Regulatory Framework <\/td>\n<\/tr>\n | ||||||
| 201<\/td>\n | Mechanistic Determination of Arsenic Remobilization at ASR Sites and Corresponding Adaptation Techniques <\/td>\n<\/tr>\n | ||||||
| 211<\/td>\n | The Challenges of Downscaling Climate Data Topographic Factors in Precipitation Dynamics Affecting Water Resource Engineering in the Contiguous U.S.: Notes from Hydroclimatic Studies <\/td>\n<\/tr>\n | ||||||
| 218<\/td>\n | COMMUNICATIONS COUNCIL Leadership and Communication How to be an Effective Expert Witness <\/td>\n<\/tr>\n | ||||||
| 228<\/td>\n | Using Radio to Promote Water-Related Engineering <\/td>\n<\/tr>\n | ||||||
| 233<\/td>\n | EDUCATION AND RESEARCH Diversity Panel Organized by the Education and Research Council, EWRI History and Status of Women in Civil Engineering Academia <\/td>\n<\/tr>\n | ||||||
| 249<\/td>\n | Education and Research Posters Does Study of “Economy & Risk” Alter Engineers’ Views of Sustainability Issues? <\/td>\n<\/tr>\n | ||||||
| 255<\/td>\n | GPS\/GIS Technology to Provide Sustainable Solutions <\/td>\n<\/tr>\n | ||||||
| 265<\/td>\n | From Bridges to Forts and Water Pipes: Engineering History Joseph Totten, Fort Adams, and America’s Third System of Coastal Fortifications <\/td>\n<\/tr>\n | ||||||
| 273<\/td>\n | Gray Iron and Ductile Iron Pipe\u2014Some Historical Benchmarks Impacting Condition Assessment <\/td>\n<\/tr>\n | ||||||
| 287<\/td>\n | Preserving Hydroelectric History in Mexico: Developing the Remate Project as an Interpretive Park <\/td>\n<\/tr>\n | ||||||
| 297<\/td>\n | Global Education Missouri S&T’s Global Studies Minor Development Experience <\/td>\n<\/tr>\n | ||||||
| 305<\/td>\n | A 2050 Vision for Water Resources\/Environmental Engineering Education Interdisciplinary Graduate Education in Water and Environmental Resources in 2050 <\/td>\n<\/tr>\n | ||||||
| 308<\/td>\n | EMERGING AND INNOVATIVE TECHNOLOGIES Emerging and Innovative Technology for Control of Disinfection Byproducts in Drinking Water Bench-Scale Evaluation of Peracetic Acid and Twin Oxide as Disinfectants in Drinking Water <\/td>\n<\/tr>\n | ||||||
| 317<\/td>\n | Laboratory and Field Evaluation of a Nanofilter Membrane to Remove Disinfection Byproduct Precursors and Microorganisms from Lake Water Sources Used for Drinking Water <\/td>\n<\/tr>\n | ||||||
| 326<\/td>\n | Two-Stage Groundwater Filtration for Control of Manganese and DBPs <\/td>\n<\/tr>\n | ||||||
| 328<\/td>\n | Emerging and Innovative Technology for Treatment of Household Drinking Water Evaluation of a Pour-Through Water Treatment Device for Use as Microbiological Purifier <\/td>\n<\/tr>\n | ||||||
| 336<\/td>\n | Evaluation of Long-Term Performance of Point of Use (POU) Systems for Drinking Water Treatment <\/td>\n<\/tr>\n | ||||||
| 347<\/td>\n | Environmental Sensing and Cyberinfrastructure: Emerging Technologies and Applications Drinking Water Distribution Systems: Theory and Application of an Urban Observatory <\/td>\n<\/tr>\n | ||||||
| 354<\/td>\n | Managing Environmental Flows Information <\/td>\n<\/tr>\n | ||||||
| 362<\/td>\n | NASA’s Applied Sciences for Water Resources <\/td>\n<\/tr>\n | ||||||
| 372<\/td>\n | Integrated Real Time Geospatial Sensor Web and Visual Analytics for Environmental Decision Support <\/td>\n<\/tr>\n | ||||||
| 382<\/td>\n | Forecasting Hypoxia in Corpus Christi Bay, Texas by Model Fusion <\/td>\n<\/tr>\n | ||||||
| 391<\/td>\n | Detection of Breaking Waves Using X-Band Pulse Radar in the River Mouth Region <\/td>\n<\/tr>\n | ||||||
| 400<\/td>\n | Emerging Sensors and their Implications for the Future of Environmental Observatories <\/td>\n<\/tr>\n | ||||||
| 407<\/td>\n | Innovative Strategies and Technologies for Stakeholder Involvement Integrated Strategy for Public Involvement at the Paducah Gaseous Diffusion Plant <\/td>\n<\/tr>\n | ||||||
| 417<\/td>\n | Use of Structured Public Involvement to Identify Community Preferences for a Superfund Site End State Vision <\/td>\n<\/tr>\n | ||||||
| 428<\/td>\n | Use Of Community-Based Participatory Communication to Identify Community Values at a Superfund Site <\/td>\n<\/tr>\n | ||||||
| 438<\/td>\n | Casewise Visual Evaluation for High-Performance Collaborative Visioning of PGDP Nuclear Enrichment Plant End State <\/td>\n<\/tr>\n | ||||||
| 448<\/td>\n | Nanotechnology for Remediation Development of a Treatability Study Work Plan for Testing Nanoparticles at a US DOE Superfund Site <\/td>\n<\/tr>\n | ||||||
| 458<\/td>\n | Nanotechnology for TCE and PCB Dechlorination from Water: Nanoparticle Synthesis and Reactivity <\/td>\n<\/tr>\n | ||||||
| 464<\/td>\n | Rapid Destruction of Perchlorate on Ion Exchange Resin Using Stabilized, Zero-Valent Iron Nanoparticles (nZVI) <\/td>\n<\/tr>\n | ||||||
| 475<\/td>\n | Poster for Innovative and Emerging Technologies Criteria for Evaluating Distribution Network Early Warning Systems <\/td>\n<\/tr>\n | ||||||
| 495<\/td>\n | Rainwater Harvesting Applications Integrating Rainwater Harvesting for Innovative Stormwater Control <\/td>\n<\/tr>\n | ||||||
| 502<\/td>\n | Demonstration and Monitoring of Rainwater Harvesting Technology in North Carolina <\/td>\n<\/tr>\n | ||||||
| 512<\/td>\n | The Impact of First Flush Removal on Rainwater Quality and Rainwater Harvesting Systems’ Reliability in Rural Rwanda <\/td>\n<\/tr>\n | ||||||
| 522<\/td>\n | Advanced Water Budget Analysis for Rainwater and Related Harvesting Applications <\/td>\n<\/tr>\n | ||||||
| 532<\/td>\n | Rainwater Harvesting Performance in a Changing Climate <\/td>\n<\/tr>\n | ||||||
| 542<\/td>\n | Analysis and Treatment of Harvested Rainwater <\/td>\n<\/tr>\n | ||||||
| 551<\/td>\n | Sustainable Planning Transitional Approaches to the Development of Sustainable Civil Engineering Infrastructure <\/td>\n<\/tr>\n | ||||||
| 561<\/td>\n | Techniques for Nitrogen Management in Municipal Solid Waste Composting <\/td>\n<\/tr>\n | ||||||
| 572<\/td>\n | Sustainable Water Resources Prospects of Using Rainwater as a Local Resource <\/td>\n<\/tr>\n | ||||||
| 582<\/td>\n | Evaluation and Optimization of Cooling Water Use in Nuclear Power Generation <\/td>\n<\/tr>\n | ||||||
| 592<\/td>\n | Technologies for Student Involvement in International Water Issues Use of Ceramic Pot Filters for Drinking Water Disinfection in Guatemala <\/td>\n<\/tr>\n | ||||||
| 606<\/td>\n | Field Testing of a Small Water Purification for Non-PRASA Rural Communities <\/td>\n<\/tr>\n | ||||||
| 615<\/td>\n | Evaluating the Effects of Waterjet Delivered Amendment on Benthic Organism <\/td>\n<\/tr>\n | ||||||
| 625<\/td>\n | Water for All International Manual Well Drilling Method <\/td>\n<\/tr>\n | ||||||
| 631<\/td>\n | ENVIRONMENTAL COUNCIL Air Pollution and Greenhouse Gas Emissions GHG Emissions of Livestock Manure Management Operations and the Mandatory Reporting Requirements in the USA <\/td>\n<\/tr>\n | ||||||
| 641<\/td>\n | Spatial and Temporal Distribution of Highway-Generated Air Pollution in a Residential Urban Neighborhood: Comparison of Monitoring and Dispersion Modeling Results <\/td>\n<\/tr>\n | ||||||
| 649<\/td>\n | Solid Waste Management From Problem Statement to Pilot Scale: A Hybrid Passive Treatment System for Landfill Leachate in North Bay, Ontario, Canada <\/td>\n<\/tr>\n | ||||||
| 661<\/td>\n | Evaluation of SWCC Model and Estimation Procedure for Soil and Fly Ash <\/td>\n<\/tr>\n | ||||||
| 670<\/td>\n | Water Pollution and Environmental Health A Conceptual Framework for Assessing the Success of Water Quality Trading Programs <\/td>\n<\/tr>\n | ||||||
| 681<\/td>\n | Water Quality Analysis in a Residential Area of Kuwait <\/td>\n<\/tr>\n | ||||||
| 689<\/td>\n | GROUNDWATER COUNCIL\u20148[sup(TH)] SYMPOSIUM ON GROUNDWATER HYDROLOGY, QUALITY, AND MANAGEMENT Advances in Groundwater Modeling Tools and Techniques ASCE\/EWRI KSTAT 3 Standard Guideline for K Estimation\u2014Implementation of Example Code as an Excel Function <\/td>\n<\/tr>\n | ||||||
| 694<\/td>\n | A Particle Tracking Model, IGSM_PT, as a Post-Processor to Finite-Element Groundwater Flow Model, IGSM <\/td>\n<\/tr>\n | ||||||
| 705<\/td>\n | Three Dimensional Land Motion in Response to Aquifer Depressurization <\/td>\n<\/tr>\n | ||||||
| 715<\/td>\n | Effect of Input Data on Predicting Plume Location Using MAROS Mode <\/td>\n<\/tr>\n | ||||||
| 725<\/td>\n | Automated Well Permitting via GIS Geoprocessing Tools <\/td>\n<\/tr>\n | ||||||
| 735<\/td>\n | Applications of Groundwater Simulations Tools and Techniques Empirical Equation for Spacing of Ground Water Heat Pump Systems <\/td>\n<\/tr>\n | ||||||
| 745<\/td>\n | Statistical Methods in Ground Water: Review and Applications <\/td>\n<\/tr>\n | ||||||
| 754<\/td>\n | Visualisation Modules for Solute Transport in Ground Water <\/td>\n<\/tr>\n | ||||||
| 762<\/td>\n | Engineered Well Injection and Extraction to Enhance Mixing in Aquifers <\/td>\n<\/tr>\n | ||||||
| 770<\/td>\n | Bridging the Gap between Theory and Practice in Modeling (Invited) An Industry Perspective on Water Management \/ Optimization Applications <\/td>\n<\/tr>\n | ||||||
| 776<\/td>\n | Treatment of Uncertainty in Groundwater Modeling: A (Limited) Research Perspective <\/td>\n<\/tr>\n | ||||||
| 784<\/td>\n | An Industry Perspective on Groundwater Flow Model Calibration <\/td>\n<\/tr>\n | ||||||
| 791<\/td>\n | Climate Change Impacts on Groundwater Resources Sustainability of Gravity-Fed Water Systems in Alto Beni, Bolivi a: Preparing for Change <\/td>\n<\/tr>\n | ||||||
| 799<\/td>\n | Forecasting Salt-Water Intrusion into Coastal Aquifers Due to Climate Change <\/td>\n<\/tr>\n | ||||||
| 808<\/td>\n | Climate-Groundwater-Surface Water Interrelationships Over the South Eastern US <\/td>\n<\/tr>\n | ||||||
| 815<\/td>\n | Developing Countries Water Issues Rainwater Harvesting in an Indian Village <\/td>\n<\/tr>\n | ||||||
| 823<\/td>\n | River Bank Filtration for Protection of Jordanian Surface and Groundwater <\/td>\n<\/tr>\n | ||||||
| 829<\/td>\n | River Bank Filtration in North India <\/td>\n<\/tr>\n | ||||||
| 839<\/td>\n | Using Water Conservation and Rain Water Harvesting to Recharge Groundwater: Groundwater Protection and Cultural Understanding of Hydrogeology in Abheypur, India <\/td>\n<\/tr>\n | ||||||
| 842<\/td>\n | Island Groundwater: A Limited and Vulnerable Resource <\/td>\n<\/tr>\n | ||||||
| 853<\/td>\n | Ceramic Water Filters Impregnated with Silver Nanoparticles for Point-of-Use Water Treatment: Results of Field Studies in Guatemala and South Africa <\/td>\n<\/tr>\n | ||||||
| 855<\/td>\n | Changes of Temporal Trends and Spatial Patterns of Nitrate-Nitrogen in the Farmland Groundwater Resulting from Water-Saving Irrigation in the Hetao Irrigation District of China <\/td>\n<\/tr>\n | ||||||
| 869<\/td>\n | Emerging Issues in Water Resources Water Pump Scheduling System Using Scatter Search, Tabu Search and Neural Networks\u2014The Case of Bouregreg Water System in Morocco <\/td>\n<\/tr>\n | ||||||
| 880<\/td>\n | Thermal Measurement, Analysis & Interpretation of a Pilot Standing Column Well <\/td>\n<\/tr>\n | ||||||
| 893<\/td>\n | Macro Scale Wetlands Restoration by Drainage Canal Removal\u2014Challenges, Solutions, and Lessons Learned. <\/td>\n<\/tr>\n | ||||||
| 903<\/td>\n | Between a Rock and a Hard Place: Improving the Modeling of Chlorinated Solvent Natural Attenuation in Bedrock Aquifers <\/td>\n<\/tr>\n | ||||||
| 915<\/td>\n | Hydrogeologic, Geologic, and Sustainable Challenges and Interpretations for the Installation of a Geothermal Well <\/td>\n<\/tr>\n | ||||||
| 927<\/td>\n | Borehole Geophysics and the Interpretation of Subsurface Conditions Contributing to the Design of a Sustainable Geothermal Well <\/td>\n<\/tr>\n | ||||||
| 938<\/td>\n | Groundwater Characterization and Monitoring Phosphorus Distribution in Reservoir Sediments: Implications for Groundwater Transport <\/td>\n<\/tr>\n | ||||||
| 946<\/td>\n | Piloting of a National Groundwater Monitoring Network: Meeting the Challenges <\/td>\n<\/tr>\n | ||||||
| 952<\/td>\n | Groundwater Management and Its Uncertainty Bayesian Inference of Groundwater Contamination Source <\/td>\n<\/tr>\n | ||||||
| 960<\/td>\n | Wavelet Analysis of Steady State Groundwater Flow in a Bounded Domain <\/td>\n<\/tr>\n | ||||||
| 969<\/td>\n | Groundwater Quality and Human Health Clean Water Everywhere: A Look at Source Water Assessment and Protection across the United States <\/td>\n<\/tr>\n | ||||||
| 981<\/td>\n | The Effect of Atmospheric Chemical Release on the Reduction in Groundwater Pollution by CVOCs <\/td>\n<\/tr>\n | ||||||
| 987<\/td>\n | Implementing Voluntary Source Water Protection in the State of Texas <\/td>\n<\/tr>\n | ||||||
| 996<\/td>\n | Characterization of On-Site Wastewater Nitrogen Plumes in Shallow Coastal Aquifers, North Carolina <\/td>\n<\/tr>\n | ||||||
| 1006<\/td>\n | Hydrogeophysics and its Applications Use of Multi-Electrode Resistivity Profiling to Estimate Hydraulic Properties of Preferential Flow Paths in Alluvial Floodplains <\/td>\n<\/tr>\n | ||||||
| 1017<\/td>\n | Impacts of Urbanization on Groundwater Quality and Quantity Nutrient and Pathogen Removal in a Passive On-Site Sewage Treatment and Disposal System (OSTDS) with a Recirculation Filtration Tank <\/td>\n<\/tr>\n | ||||||
| 1030<\/td>\n | Using a Subsurface Upflow Wetland for Nutrient and Pathogen Removal in an On-Site Sewage Treatment and Disposal System <\/td>\n<\/tr>\n | ||||||
| 1041<\/td>\n | Porous Pavement Hydrology <\/td>\n<\/tr>\n | ||||||
| 1049<\/td>\n | Interaction of Stream and Groundwater and Integrated Management Statistical Analysis of Flow Exchange and Salt Loading between the Rio Grande and Underlying Aquifers <\/td>\n<\/tr>\n | ||||||
| 1059<\/td>\n | Adjoint Model for the Selection of Groundwater Well Locations to Minimize Stream Depletion <\/td>\n<\/tr>\n | ||||||
| 1068<\/td>\n | A Smart Market for Ground and Surface Water with Hydropower Generation <\/td>\n<\/tr>\n | ||||||
| 1077<\/td>\n | Evaluation of Alluvial Well Depletion Analytical Solutions from a Stream\u2014Aquifer Analysis Test along the North Canadian River in Oklahoma <\/td>\n<\/tr>\n | ||||||
| 1087<\/td>\n | Impact of Preferential Flow Paths on Stream and Alluvial Groundwater Interaction <\/td>\n<\/tr>\n | ||||||
| 1099<\/td>\n | Microbial Quality and Emerging Contaminants Occurrence of Steroid Hormones and Antibiotics in Groundwater Impacted by Livestock Waste Control Facilities <\/td>\n<\/tr>\n | ||||||
| 1109<\/td>\n | Assessment of Estrogenicity and Estrogenicity Drivers in a WWTP Mixing Zone <\/td>\n<\/tr>\n | ||||||
| 1119<\/td>\n | Microbial Transport in the Subsurface A Micofluidic Device for Studying Contaminant Mixing in Porous Media <\/td>\n<\/tr>\n | ||||||
| 1129<\/td>\n | Probabilistic Methods for Aquifer Parameter Estimation, Groundwater Modeling, and Inverse Modeling Historical Reconstruction of Groundwater Contamination at Contaminated Sites and Uncertainty Analysis <\/td>\n<\/tr>\n | ||||||
| 1134<\/td>\n | Ensemble Modeling of Nonlinear Hydrologic Processes under Uncertainty Using Symmetry Methods and Its Application to 2-D Unconfined Groundwater Flow in Heterogeneous Aquifers <\/td>\n<\/tr>\n | ||||||
| 1146<\/td>\n | Saltwater Intrusion Modeling and Management of Coastal Aquifers Analysis of Saltwater Intrusion Driven by Areal-Recharge <\/td>\n<\/tr>\n | ||||||
| 1149<\/td>\n | The Effects of Uncertainty on a Ground Water Management Problem Involving Saltwater Intrusion <\/td>\n<\/tr>\n | ||||||
| 1161<\/td>\n | Submarine Groundwater Discharge and Seawater Intrusion: Two Sides of the Same Problem with Major Quantification Gaps <\/td>\n<\/tr>\n | ||||||
| 1171<\/td>\n | The Influence of River Bottom Topography on Salt Water Encroachment Along the Lamone River (Ravenna, Italy), and Implications for the Salinization of the Adjacent Coastal Aquifer <\/td>\n<\/tr>\n | ||||||
| 1183<\/td>\n | Three-Dimensional Mapping of Seawater Intrusion Using Geophysical Methods <\/td>\n<\/tr>\n | ||||||
| 1193<\/td>\n | Driving the Modeling of Saltwater Intrusion at the Venice Coastland (Italy) by Ground-Based, Water-, and Air-Borne Geophysical Investigations <\/td>\n<\/tr>\n | ||||||
| 1203<\/td>\n | Vadose Zone Hydrology A Study on the Influence of Unit Weight on Tensiometric Measurement <\/td>\n<\/tr>\n | ||||||
| 1209<\/td>\n | Effect of Ethanol on Water Flow in the Vadose Zone <\/td>\n<\/tr>\n | ||||||
| 1219<\/td>\n | Prediction of Transport Properties in Reconstructed Unconsolidated Porous Media <\/td>\n<\/tr>\n | ||||||
| 1228<\/td>\n | Water Reuse as Related to Groundwater Quality Waterjet Placement of Remediation Amendments into Contaminated Sediments <\/td>\n<\/tr>\n | ||||||
| 1246<\/td>\n | HYDRAULICS AND WATERWAYS COUNCIL Bridge Scour I-90 Over Cattaraugus Creek Bridge Scour Reevaluation and Plan of Action <\/td>\n<\/tr>\n | ||||||
| 1256<\/td>\n | Computational Hydraulics Three-Dimensional Numerical Modeling of Hydrodynamics and Transport in the Wachusett Reservoir <\/td>\n<\/tr>\n | ||||||
| 1262<\/td>\n | Lampricide Hindcast Modeling in Missisquoi Bay <\/td>\n<\/tr>\n | ||||||
| 1272<\/td>\n | Three-Dimensional Numerical Modeling of Flow Circulations in Lake Pontchartrain <\/td>\n<\/tr>\n | ||||||
| 1286<\/td>\n | Computational Fluid Dynamics (CFD) Modeling of Flow into the Aerated Grit Chamber of the MWRD’s North Side Water Reclamation Plant, Illinois <\/td>\n<\/tr>\n | ||||||
| 1297<\/td>\n | Optimal Flood Control in Alluvial Channel Using Adjoint Sensitivity Analysis <\/td>\n<\/tr>\n | ||||||
| 1313<\/td>\n | Air Entrainment and Sequent Depths in Horizontal Closed Conduits <\/td>\n<\/tr>\n | ||||||
| 1325<\/td>\n | Differences between Open-Channel and Culvert Hydraulics: Implications for Design <\/td>\n<\/tr>\n | ||||||
| 1335<\/td>\n | Safe and Economical Design and Operation of Liquefied Natural Gas (LNG) Pipelines: From the Perspective of Hydraulic Transients <\/td>\n<\/tr>\n | ||||||
| 1345<\/td>\n | Computational Modeling of Midwest Flood 2008: Levee Breaching and Flood Propagation <\/td>\n<\/tr>\n | ||||||
| 1351<\/td>\n | Numerical Modeling of Flow through a Breached Levee and during Levee Closure <\/td>\n<\/tr>\n | ||||||
| 1364<\/td>\n | 2D Numerical Simulation of Breaching Process of Unlined Cohesive Earthen Dam <\/td>\n<\/tr>\n | ||||||
| 1374<\/td>\n | Flood Hazards from Impoundment Failure in Nuclear Power Plant Sites <\/td>\n<\/tr>\n | ||||||
| 1382<\/td>\n | A Depth-Averaged 2-D Model for Coastal Levee and Barrier Island Breach Processes <\/td>\n<\/tr>\n | ||||||
| 1394<\/td>\n | Dam Breach Modeling with HEC-RAS Using Embankment Erosion Process Models <\/td>\n<\/tr>\n | ||||||
| 1404<\/td>\n | A Finite Element Dam and Levee Break Model <\/td>\n<\/tr>\n | ||||||
| 1418<\/td>\n | Finding Flooding Solutions Using Interfacing Tools to Aid in Model Calibration and Public Collaboration <\/td>\n<\/tr>\n | ||||||
| 1432<\/td>\n | Toward a 3-Dimensional Numerical Modeling of Tidal Currents in San Francisco Bay <\/td>\n<\/tr>\n | ||||||
| 1442<\/td>\n | Evaluation of Water Level Forecast Guidance from Real Time Ocean Forecast Systems <\/td>\n<\/tr>\n | ||||||
| 1459<\/td>\n | Numerical Modeling of the St. Clair River and Sediment Mobility Analysis <\/td>\n<\/tr>\n | ||||||
| 1468<\/td>\n | Soft Bedrock Erosion Modeling with a Two-Dimensional Model <\/td>\n<\/tr>\n | ||||||
| 1480<\/td>\n | Numerical Modeling of Mobile-Bed Hydrodynamics of the Lower Mississippi River <\/td>\n<\/tr>\n | ||||||
| 1490<\/td>\n | Eco-Hydraulics Theoretical Analyses for Interaction between Vegetation Bending and Flow <\/td>\n<\/tr>\n | ||||||
| 1498<\/td>\n | Relating Vegetation Composition in a Bioretention Cell to Small-Scale Hydrologic and Topographic Variability <\/td>\n<\/tr>\n | ||||||
| 1505<\/td>\n | Environmental and Recreational Water Needs: A Colorado Case Study <\/td>\n<\/tr>\n | ||||||
| 1515<\/td>\n | Response of Riparian Evapotranspiration to Groundwater Fluctuations <\/td>\n<\/tr>\n | ||||||
| 1524<\/td>\n | Fish Movement and Weir Drown-Out <\/td>\n<\/tr>\n | ||||||
| 1534<\/td>\n | Environmental Engineering Forecast and Early Warning System of Water Pollution Accident <\/td>\n<\/tr>\n | ||||||
| 1542<\/td>\n | Developing a System Dynamics Model for Phosphorous TMDL in Reservoir: A Case Study <\/td>\n<\/tr>\n | ||||||
| 1550<\/td>\n | Stormwater Phosphorus Removal Using an Innovative Filtration Media <\/td>\n<\/tr>\n | ||||||
| 1559<\/td>\n | Hydraulics and Water Resources The Ohio River Community HEC-RAS Model <\/td>\n<\/tr>\n | ||||||
| 1571<\/td>\n | Hydraulic Modeling of Flash Floods in Sana’a <\/td>\n<\/tr>\n | ||||||
| 1581<\/td>\n | Optimal Cost Model for Water Systems Planning <\/td>\n<\/tr>\n | ||||||
| 1587<\/td>\n | Hydraulics and Waterways Reducing the Error Associated with Manning’s Roughness in Culvert Design for Improved Fish Passage <\/td>\n<\/tr>\n | ||||||
| 1601<\/td>\n | Field Studies and Proposed Solutions to Facilitate Migration of the Peruvian Shrimp (Cryphiops Caementarius) <\/td>\n<\/tr>\n | ||||||
| 1613<\/td>\n | Lock Approach Improvements at Lock and Dam No. 22, Upper Mississippi River <\/td>\n<\/tr>\n | ||||||
| 1623<\/td>\n | Levee Evaluation and Certification under the National Flood Insurance Program (NFIP) <\/td>\n<\/tr>\n | ||||||
| 1633<\/td>\n | Use of CFD Analysis in Designing a Channel Mixing Structure <\/td>\n<\/tr>\n | ||||||
| 1643<\/td>\n | Formed Suction Inlet Design for Mixed Flow Pump Applications <\/td>\n<\/tr>\n | ||||||
| 1651<\/td>\n | Analysis of Seepage through Dam Foundation Using Smoothed Particle Hydrodynamics (SPH) Meshless Method <\/td>\n<\/tr>\n | ||||||
| 1660<\/td>\n | Small and Medium Size Dam Air Vent Sizing for Low-Level Outlet Works <\/td>\n<\/tr>\n | ||||||
| 1669<\/td>\n | Optimization of Energy Dissipation Works for Nai Gaj Dam Project <\/td>\n<\/tr>\n | ||||||
| 1681<\/td>\n | Hydraulic and Sediment Transport Modeling for Cache Creek Settling Basin, Woodland California <\/td>\n<\/tr>\n | ||||||
| 1690<\/td>\n | Can Climate Change Affect Sediment Transport in a Watershed? <\/td>\n<\/tr>\n | ||||||
| 1700<\/td>\n | Surface Water and Groundwater Interactions Affect New Jersey and New York Water Supply and Power Grids in 2002 <\/td>\n<\/tr>\n | ||||||
| 1717<\/td>\n | Hydraulics Measurements and Experimental Methods Waterjet Amendment for Remediation of Contaminated Sediments Using Absorptive and Dechlorinating Compounds in Compromised Waterways <\/td>\n<\/tr>\n | ||||||
| 1723<\/td>\n | Relationship between Acoustic Backscatter Strength and Suspended Sediment Concentration using a 6 MHz Nortek Vector Velocimeter <\/td>\n<\/tr>\n | ||||||
| 1730<\/td>\n | Estimation of Water Stage over Wetlands of South Florida Using TRMM Precipitation Radar Observations <\/td>\n<\/tr>\n | ||||||
| 1739<\/td>\n | Mean Flow and Turbulence around Two Series of Experimental Dikes <\/td>\n<\/tr>\n | ||||||
| 1749<\/td>\n | Turbulent Burst around Experimental Spur Dike <\/td>\n<\/tr>\n | ||||||
| 1759<\/td>\n | Failure Analysis of Gated Culvert Structure by Numerical Simulations <\/td>\n<\/tr>\n | ||||||
| 1769<\/td>\n | River Restoration Guidelines for Assessing Sediment-Related Effects of Dam Removal <\/td>\n<\/tr>\n | ||||||
| 1781<\/td>\n | Dam Removal: Adaptive Management & Bed Sediment Monitoring Before and After <\/td>\n<\/tr>\n | ||||||
| 1784<\/td>\n | Simulating Dam Removal with a 1D Hydraulic Model: Accuracy and Techniques for Reservoir Erosion and Downstream Deposition at the Chiloquin Dam Removal <\/td>\n<\/tr>\n | ||||||
| 1797<\/td>\n | Redefining the Dam Removal Paradigm in Formerly Glaciated Forested Headwater Systems <\/td>\n<\/tr>\n | ||||||
| 1806<\/td>\n | Dams and Clams: Freshwater Mussel Surveys and Translocations in the Context of Dam Removal Projects <\/td>\n<\/tr>\n | ||||||
| 1824<\/td>\n | Pre-Restoration Assessment, Big Sunflower River, Mississippi: Where to Begin? <\/td>\n<\/tr>\n | ||||||
| 1835<\/td>\n | The Rosgen Rosetta Stone: Translating Rosgen Terminology <\/td>\n<\/tr>\n | ||||||
| 1844<\/td>\n | Restoring the River Discontinuum: Looking at the Example of Beaver Dams <\/td>\n<\/tr>\n | ||||||
| 1854<\/td>\n | An Analytical Reference-Reach Method for Natural Channel Design <\/td>\n<\/tr>\n | ||||||
| 1863<\/td>\n | A Consolidated Approach to Stream Stability Analysis <\/td>\n<\/tr>\n | ||||||
| 1875<\/td>\n | Integration of Restoration Education into Undergraduate Course Work and Community Group Activities through the Lost Creek Restoration Project <\/td>\n<\/tr>\n | ||||||
| 1885<\/td>\n | Stream Restoration Education and Professional Development: Working Toward a Consensus <\/td>\n<\/tr>\n | ||||||
| 1897<\/td>\n | Post-Restoration Changes within Codorus Creek, South-Central Pennsylvania <\/td>\n<\/tr>\n | ||||||
| 1901<\/td>\n | A Modeling Approach to Restoring Pool-Riffle Structure in an Incised, Straightened Channel of an Urban Stream <\/td>\n<\/tr>\n | ||||||
| 1911<\/td>\n | Restoring Function to Boneyard Creek, Urbana IL <\/td>\n<\/tr>\n | ||||||
| 1920<\/td>\n | Sedimentation Tech Streambank Erosion Assessment in Southeastern Plains Ecoregion Channels Using In Situ Monitoring and Submerged Jet Testing <\/td>\n<\/tr>\n | ||||||
| 1928<\/td>\n | Surface Erosion and Sediment Yields on Steep-Sloped Coal Mining Reclamation Sites in the Appalachian Region <\/td>\n<\/tr>\n | ||||||
| 1940<\/td>\n | A Model of Surface Fine Grained Laminae, Streambed and Streambank Processes Applicable to the Watershed Scale <\/td>\n<\/tr>\n | ||||||
| 1952<\/td>\n | Experiments Identifying Worst Case Scour Conditions of Gated Weir Stilling Basins <\/td>\n<\/tr>\n | ||||||
| 1962<\/td>\n | Extending the Useful Life of Small-to-Medium Reservoirs in the United States <\/td>\n<\/tr>\n | ||||||
| 1973<\/td>\n | Estimation of Particle Concentrations Using the Stochastic Particle Tracking Method in Open Channel Flows <\/td>\n<\/tr>\n | ||||||
| 1983<\/td>\n | Flocculation Population Dynamics of Cohesive Houston Ship Channel Sediments <\/td>\n<\/tr>\n | ||||||
| 1989<\/td>\n | The Development of a Rouse-Type Profile for Nonequilibrium Suspended Sediment <\/td>\n<\/tr>\n | ||||||
| 2001<\/td>\n | INTERNATIONAL COUNCIL International Sustainability: Case Studies Water Quality, Sedimentation, and Hydrological Changes Due to the Construction of Large Dams: A Three Gorges Dam Focus <\/td>\n<\/tr>\n | ||||||
| 2007<\/td>\n | Risk Analysis in Development of Reconstruction and Rehabilitation Programs of Urban Water Infrastructures <\/td>\n<\/tr>\n | ||||||
| 2017<\/td>\n | Flooding Impacts and Modeling Challenges of Tropical Storms in Eastern Yemen <\/td>\n<\/tr>\n | ||||||
| 2027<\/td>\n | An Overview of the Water Situation in Amman, Jordan <\/td>\n<\/tr>\n | ||||||
| 2037<\/td>\n | IWRM and Millennium Development Goals Providing Clean Water to Communities in Need: Living Waters for the World’s Sustainable Clean Water Systems <\/td>\n<\/tr>\n | ||||||
| 2047<\/td>\n | An Analysis of Household Rainwater Harvesting Systems in Falelima, Samoa <\/td>\n<\/tr>\n | ||||||
| 2057<\/td>\n | A New Water Treatment Product for the Urban Poor in the Developing World <\/td>\n<\/tr>\n | ||||||
| 2073<\/td>\n | Integrated Water Resources Management in Ghana: Past, Present, and the Future <\/td>\n<\/tr>\n | ||||||
| 2085<\/td>\n | Transboundary Water Issues Evaluation of Water Conservation Measures Implemented in the Rio Grande\/Bravo Basin <\/td>\n<\/tr>\n | ||||||
| 2095<\/td>\n | Improving Lake Superior Outflow Regulation\u2014Phase 2 of the International Upper Great Lakes Study <\/td>\n<\/tr>\n | ||||||
| 2105<\/td>\n | IRRIGATION AND DRAINAGE COUNCIL Irrigation Hydrology Comprehensive Evaluation and New Development of Determination of Critical and Normal Depths for Different Types of Open-Channel Cross-Sections <\/td>\n<\/tr>\n | ||||||
| 2116<\/td>\n | Regional Regression Analysis for Small Watersheds in Southwestern Utah <\/td>\n<\/tr>\n | ||||||
| 2127<\/td>\n | Simulation of Unsteady Flow and Soil Erosion in Irrigation Furrows <\/td>\n<\/tr>\n | ||||||
| 2137<\/td>\n | Irrigation Water Management Surface Aerodynamic Temperature Derived from Wind\/Temperature Profile Measurements over Cotton and Alfalfa in a Semi-Arid Environment <\/td>\n<\/tr>\n | ||||||
| 2149<\/td>\n | Meeting Irrigation Demands in Water Deficit Counties of Texas Panhandle: Biotechnology and Other Novel Strategies <\/td>\n<\/tr>\n | ||||||
| 2159<\/td>\n | Poster Session\u2014Irrigation and Drainage Review of Electro Kinetic Techniques in Controlling Nitrate Contamination in Different Soils <\/td>\n<\/tr>\n | ||||||
| 2168<\/td>\n | Impact of Irrigation Management Changes on Lower Chenab Canal System <\/td>\n<\/tr>\n | ||||||
| 2179<\/td>\n | LOCAL ISSUES Network Models I Challenges and Opportunities in Modelling a Regional Water System with Interchangeable Sources <\/td>\n<\/tr>\n | ||||||
| 2189<\/td>\n | PLANNING AND MANAGEMENT COUNCIL Collaborative Tools and Processes Collaborative Approaches Leading to Improved Outflow Management of the Great Lakes <\/td>\n<\/tr>\n | ||||||
| 2197<\/td>\n | A New Angle on Adaptive Management\u2014Reducing Plausible Vulnerability in the Upper Great Lakes <\/td>\n<\/tr>\n | ||||||
| 2209<\/td>\n | Collaborative Modeling for Water Supply Controversies in Colorado: Technical Challenges and Lessons Learned <\/td>\n<\/tr>\n | ||||||
| 2220<\/td>\n | Water Planning under an Unsustainable Condition: Challenges for the Laguna Region, Mexico <\/td>\n<\/tr>\n | ||||||
| 2232<\/td>\n | Shared Vision Planning for Clean Water Act Permits: An Experiment in Colorado <\/td>\n<\/tr>\n | ||||||
| 2241<\/td>\n | Evaluating Water Resource Management in the Transboundary Rio Grande\/Bravo using Cooperative Game Theory <\/td>\n<\/tr>\n | ||||||
| 2251<\/td>\n | Shared Vision Planning as Policy Analysis: Opportunities for Shared Learning and Methodological Innovation <\/td>\n<\/tr>\n | ||||||
| 2270<\/td>\n | FEMA Flood Map Modernization Program <\/td>\n<\/tr>\n | ||||||
| 2278<\/td>\n | Connecticut River Relations between Large-Scale Atmospheric Circulation Patterns and New England River Flow <\/td>\n<\/tr>\n | ||||||
| 2288<\/td>\n | Optimizing Reservoir Operations in the Connecticut River Basin <\/td>\n<\/tr>\n | ||||||
| 2298<\/td>\n | Evolutionary Computations Evolutionary Algorithm Memory Enhancement for Real-Time CSO Control <\/td>\n<\/tr>\n | ||||||
| 2307<\/td>\n | Application of Multi-Objective Particle Swarm Optimization in Operation Management of Reservoirs with Sedimentation Problems <\/td>\n<\/tr>\n | ||||||
| 2316<\/td>\n | Impact of Climate Change Projections and Best Management Practices on River Flows and Sediment Load <\/td>\n<\/tr>\n | ||||||
| 2325<\/td>\n | Optimization of Nonlinear Muskingum Method with Variable Parameters Using Multi-Objective Particle Swarm Optimization <\/td>\n<\/tr>\n | ||||||
| 2332<\/td>\n | Operations Management Development of an Algorithm for Risk Based Strategic Water Supply Planning: A Case Study <\/td>\n<\/tr>\n | ||||||
| 2341<\/td>\n | Stochastic and Probabilistic Methods for Water Resources Planning and Management Short Lead-Time Hydrologic Ensemble Forecasts from Numerical Weather Prediction Model Ensembles <\/td>\n<\/tr>\n | ||||||
| 2352<\/td>\n | OHRFC and National Water Resources Outlook <\/td>\n<\/tr>\n | ||||||
| 2360<\/td>\n | Uncertainty Assessment for Real-Time Stage Forecasting <\/td>\n<\/tr>\n | ||||||
| 2371<\/td>\n | Improving Stochastic Rainfall Generators <\/td>\n<\/tr>\n | ||||||
| 2375<\/td>\n | Dam Spillways Adequacy Evaluation through Bivariate Flood Frequency Analysis and Hydrological Continuous Simulation <\/td>\n<\/tr>\n | ||||||
| 2387<\/td>\n | Long Range Streamflow Forecasting Based on Hydrologic and Climatic Data <\/td>\n<\/tr>\n | ||||||
| 2399<\/td>\n | The Impact of Stormwater Recharge Practices on Boston Groundwater Levels <\/td>\n<\/tr>\n | ||||||
| 2409<\/td>\n | 2009-2010 El Ni\u00c3\u00b1o: Predicted Hydrologic Response in the United States <\/td>\n<\/tr>\n | ||||||
| 2418<\/td>\n | Derivation of the Modified Anderson-Darling Test Statistics for the Generalized Extreme Value and Generalized Logistic Distributions <\/td>\n<\/tr>\n | ||||||
| 2426<\/td>\n | Assessment of Hydrological and Physical Similarity of Southeastern Watersheds <\/td>\n<\/tr>\n | ||||||
| 2435<\/td>\n | A Modified Region of Influence Approach for Flood Regionalization <\/td>\n<\/tr>\n | ||||||
| 2462<\/td>\n | Application of Regional Frequency Analysis to Non-Stationary Rainfalls in Korea <\/td>\n<\/tr>\n | ||||||
| 2469<\/td>\n | Bayesian GLS Analysis of California Regional Skew <\/td>\n<\/tr>\n | ||||||
| 2479<\/td>\n | Trends in Heavy Rainfalls in the Observed Record in Selected Areas of the U.S. <\/td>\n<\/tr>\n | ||||||
| 2488<\/td>\n | Evaluation of Antecedent Storm Event Characteristics for Different Climatic Regions based on Interevent Time Definition (IETD) <\/td>\n<\/tr>\n | ||||||
| 2498<\/td>\n | An Example of the Impact that Filled-In Peakflow Data Can Have on Flood Frequency Analysis <\/td>\n<\/tr>\n | ||||||
| 2503<\/td>\n | Comparison of the Probability Plot Correlation Coefficient Test Statistics for the General Extreme Value Distribution <\/td>\n<\/tr>\n | ||||||
| 2514<\/td>\n | Bivariate Models Constructed by the Marginal Transformation Method: With Applications in Hydrology <\/td>\n<\/tr>\n | ||||||
| 2525<\/td>\n | Systems Analysis for Watershed Management Prospects for Systems Analysis in an Age of Changing Systems: Thoughts from a Saturday Afternoon <\/td>\n<\/tr>\n | ||||||
| 2532<\/td>\n | Optimization of Hydrosystem Operation\u2014A 40-Year Retrospective <\/td>\n<\/tr>\n | ||||||
| 2539<\/td>\n | Comparison of Model Evaluation Methods to Develop a Comprehensive Watershed Simulation Model <\/td>\n<\/tr>\n | ||||||
| 2549<\/td>\n | Watershed-Based Optimal Stormwater Management: Part 1\u2014Application of StormWISE to Little Crum Creek in Suburban Philadelphia <\/td>\n<\/tr>\n | ||||||
| 2560<\/td>\n | The Sacramento-San Joaquin Delta Conflict: Chicken or Prisoner’s Dilemma? <\/td>\n<\/tr>\n | ||||||
| 2569<\/td>\n | Watershed-Based Optimal Stormwater Management: Part 2\u2014Hydrologic Modeling of LID\/BMP Sites on Little Crum Creek in Suburban Philadelphia <\/td>\n<\/tr>\n | ||||||
| 2578<\/td>\n | Restoring the Northern Everglades: A Systematic Approach to Lake Okeechobee Watershed Management <\/td>\n<\/tr>\n | ||||||
| 2590<\/td>\n | A Complex Adaptive Systems Approach to Simulate Urban Water Resources Sustainability <\/td>\n<\/tr>\n | ||||||
| 2597<\/td>\n | Multivariate Non-Stationary Stochastic Streamflow Models for Two Urban Watersheds <\/td>\n<\/tr>\n | ||||||
| 2609<\/td>\n | System Analysis to Improve Wetland Water Allocation at the Bear River Migratory Bird Refuge, Utah <\/td>\n<\/tr>\n | ||||||
| 2619<\/td>\n | Evaluating Conservation Potential in Agricultural and Municipal Water Use in South Florida. <\/td>\n<\/tr>\n | ||||||
| 2631<\/td>\n | Development of Water Supply Plans Using System Dynamics Approach in the Han River Basin, South Korea <\/td>\n<\/tr>\n | ||||||
| 2639<\/td>\n | The GV Loganathan Memorial Track on Reservoir Operation Optimal Reservoir Operation Considering Downstream Water Quality and Environmental Flow Needs <\/td>\n<\/tr>\n | ||||||
| 2649<\/td>\n | Deriving Near-Optimal Solutions to Deterministic Reservoir Operation Problems <\/td>\n<\/tr>\n | ||||||
| 2666<\/td>\n | Optimum Management of Existing Surface Water Resources and Land of a Water Logged Area Using DP Model <\/td>\n<\/tr>\n | ||||||
| 2677<\/td>\n | Utility of Climate Forecasts in Promoting Inter-Basin Transfer in the North Carolina Triangle Area <\/td>\n<\/tr>\n | ||||||
| 2686<\/td>\n | Analyzing the Change in Trends of Rainfall- Runoff to the Reservoir Sites in Indiana Using Self Organizing Maps <\/td>\n<\/tr>\n | ||||||
| 2696<\/td>\n | Assessment of Dam Operations for a Severe Drought in Korea <\/td>\n<\/tr>\n | ||||||
| 2703<\/td>\n | Water Resources Planning and Management A Multi-Agent System Based Model for Water Allocation Management in the Yellow River Basin <\/td>\n<\/tr>\n | ||||||
| 2711<\/td>\n | North Slope Decision Support System: Technological Aspects <\/td>\n<\/tr>\n | ||||||
| 2720<\/td>\n | Institutional Dimensions of River\/Reservoir System Modeling: Lessons from Implementation of the Texas Water Availability Modeling System <\/td>\n<\/tr>\n | ||||||
| 2730<\/td>\n | Modeling of Flood Wave Propagation through Levee Breach Using MIKE21, A Case Study in Helleh River, Iran <\/td>\n<\/tr>\n | ||||||
| 2741<\/td>\n | Caspian Sea Negotiation Support System <\/td>\n<\/tr>\n | ||||||
| 2750<\/td>\n | Multi-Objective Planning for Ice Road Routes on Alaska’s North Slope: Algorithms and Technology Development <\/td>\n<\/tr>\n | ||||||
| 2755<\/td>\n | A Drought Frequency Analysis for Palmer Drought Severity Index Using Boundary Kernel Function <\/td>\n<\/tr>\n | ||||||
| 2764<\/td>\n | Spatial Assessment of Droughts Vulnerability Using MODIS Image in South Korea <\/td>\n<\/tr>\n | ||||||
| 2771<\/td>\n | Hydrological Drought in the Upper Nakdong River Basin <\/td>\n<\/tr>\n | ||||||
| 2781<\/td>\n | Robust Optimization of the Water System in Amman, Jordan <\/td>\n<\/tr>\n | ||||||
| 2791<\/td>\n | Water Resources Management Strategies for Development of a Water-Saving Society in Golmu City, Qinghai Province, China <\/td>\n<\/tr>\n | ||||||
| 2801<\/td>\n | Developing an Integrated Drought Monitoring System Based on Socioeconomic Drought in a Transboundary River Basin: A Case Study <\/td>\n<\/tr>\n | ||||||
| 2809<\/td>\n | Integrated Urban Water Management in a New Coastal Developed Area in United Arab Emirates <\/td>\n<\/tr>\n | ||||||
| 2819<\/td>\n | Development of Large Topographic Datasets for Hydrologic Analysis <\/td>\n<\/tr>\n | ||||||
| 2828<\/td>\n | Integration of Watershed Model AnnAGNPS and Stream Network Model CCHE1D for the Development of a New GIS-Based BMP Planning Tool <\/td>\n<\/tr>\n | ||||||
| 2838<\/td>\n | Evaluation of Hargreaves Equation for ET[sub(0)] Calculations at Selected Synoptic Stations in Iran <\/td>\n<\/tr>\n | ||||||
| 2849<\/td>\n | Public Water Supply Adequacy: The Challenge of Changing Climates and Institutions <\/td>\n<\/tr>\n | ||||||
| 2857<\/td>\n | The Impact of Large Scale Desalination on Water Quality: An Operational Perspective <\/td>\n<\/tr>\n | ||||||
| 2867<\/td>\n | A 2050 Vision for Colorado’s Water Supply Future <\/td>\n<\/tr>\n | ||||||
| 2878<\/td>\n | PROBABILISTIC APPROACHES FOR WATERSHED PROCESSES Regional Flood Modelling: Use of Monte Carlo Cross-Validation for the Best Model Selection <\/td>\n<\/tr>\n | ||||||
| 2888<\/td>\n | Design Flood Estimation for Ungauged Catchments: Application of Artificial Neural Networks for Eastern Australia <\/td>\n<\/tr>\n | ||||||
| 2898<\/td>\n | Application of Hilbert-Huang Transform Method to the Analysis of Varying Timescales in Sediment Transport <\/td>\n<\/tr>\n | ||||||
| 2907<\/td>\n | Scaling Issues in Design Flood Estimation for Ungauged Catchments: A Case Study for Eastern Australia <\/td>\n<\/tr>\n | ||||||
| 2917<\/td>\n | URBAN WATER RESOURCES RESEARCH COUNCIL\u20147[sup(TH)] URBAN WATERSHED MANAGEMENT SYMPOSIUM CSO\/SSO Case Studies Real Time Savings: Using High Density Real Time Monitoring and Control to Optimize South Bend, IN’s CSO System <\/td>\n<\/tr>\n | ||||||
| 2927<\/td>\n | Japan’s System for Verification of Sewerage Technology <\/td>\n<\/tr>\n | ||||||
| 2936<\/td>\n | Flushing Bay CSO Retention Facility\u2014Hydraulic Performance Evaluation <\/td>\n<\/tr>\n | ||||||
| 2946<\/td>\n | Large Interceptor Capacity Analysis Using a Dynamic Hydraulic Model <\/td>\n<\/tr>\n | ||||||
| 2955<\/td>\n | Infiltration\u2014Permeable Surfaces Permeable Pavement Monitoring at the Edison Environmental Center Demonstration Site <\/td>\n<\/tr>\n | ||||||
| 2964<\/td>\n | Improving Ground Water Recharge Using Pervious Cement Concrete Made of Aggregates Recycled from Crushed Concrete Wastes <\/td>\n<\/tr>\n | ||||||
| 2974<\/td>\n | Infiltration and Soils in Urban Environments Nutrient Leaching from Disturbed Soil Horizons <\/td>\n<\/tr>\n | ||||||
| 2986<\/td>\n | Impact of Triclosan in Greywater on Antibiotic-Resistance in Soil Microbial Communities <\/td>\n<\/tr>\n | ||||||
| 2997<\/td>\n | Integrating Green and Gray Solutions for Combined Sewer Overflow Control Integrating Green Infrastructure into a Combined Sewer Service Area Model <\/td>\n<\/tr>\n | ||||||
| 3011<\/td>\n | LID\u2014Bioretention Integration of Site Water Chemistry and Media Characteristics to Design (Bio)(In)Filtration Systems <\/td>\n<\/tr>\n | ||||||
| 3024<\/td>\n | Laboratory Evaluations to Support the Design of Bioretention Systems in the Southwestern U.S. <\/td>\n<\/tr>\n | ||||||
| 3041<\/td>\n | Mitigating the Effects of Bridge Deck Runoff: A Case Study Using Bioretention and a Bioswale <\/td>\n<\/tr>\n | ||||||
| 3053<\/td>\n | Impacts of Roadside Filter Strips, Dry Swales, Wet Swales, and Porous Friction Course on Stormwater Quality <\/td>\n<\/tr>\n | ||||||
| 3065<\/td>\n | The Effects of Rain Garden Size on Hydrologic Performance <\/td>\n<\/tr>\n | ||||||
| 3075<\/td>\n | Metal Sequestration and Remobilization in Bioretention Media <\/td>\n<\/tr>\n | ||||||
| 3085<\/td>\n | Nitrogen Retention in Bioretention Mesocosms with Outlet Controls <\/td>\n<\/tr>\n | ||||||
| 3095<\/td>\n | Impact of Maintenance and (Im)Properly Sizing Bioretention on Hydrologic and Water Quality Performance <\/td>\n<\/tr>\n | ||||||
| 3107<\/td>\n | LID\u2014Hydromodification and Flow Control Bioretention Outflow: Does it Mimic Non-Urban Watershed Shallow Interflow? <\/td>\n<\/tr>\n | ||||||
| 3118<\/td>\n | Effectiveness and Downstream Impacts of Stormwater Detention Ponds Required for Land Development <\/td>\n<\/tr>\n | ||||||
| 3129<\/td>\n | LID\u2014Policy and Ordinance A Low Impact Development (LID) Model Ordinance and Guidance Document <\/td>\n<\/tr>\n | ||||||
| 3135<\/td>\n | The Tolland Low Impact Development Design Manual: The Changing Paradigm for Land Development <\/td>\n<\/tr>\n | ||||||
| 3142<\/td>\n | The Application of Environmental Site Design Processes to Design a LID Subdivision <\/td>\n<\/tr>\n | ||||||
| 3152<\/td>\n | LID from Rules to Reality\u2014The Role of the Plan Reviewer <\/td>\n<\/tr>\n | ||||||
| 3160<\/td>\n | Modeling Stormwater BMP Performance A Process Identification Algorithm for Predicting Highway Stormwater Pollutographs <\/td>\n<\/tr>\n | ||||||
| 3170<\/td>\n | Optimizing the Placement of Low Impact Development in an Urban Watershed <\/td>\n<\/tr>\n | ||||||
| 3176<\/td>\n | Modeling Stormwater Basins for Potential Retrofit Designs: An Update <\/td>\n<\/tr>\n | ||||||
| 3180<\/td>\n | Multivariate Models of Watershed Suspended Sediment Loads for the Eastern United States <\/td>\n<\/tr>\n | ||||||
| 3192<\/td>\n | Prediction of Water Quality Parameters Using an Artificial Neural Networks Model <\/td>\n<\/tr>\n | ||||||
| 3201<\/td>\n | Waitakere City Vehicle Testing Station Raingarden\u2014Stormwater Quality Monitoring and Performance <\/td>\n<\/tr>\n | ||||||
| 3212<\/td>\n | Development and Application of Particle Separation Efficiency Model for a Hydrodynamic Separator with Cumulative Probabilistic Distribution Functions <\/td>\n<\/tr>\n | ||||||
| 3218<\/td>\n | Monitoring and Indices Development and Use of Water Quality Indices (WQI) to Assess the Impact of BMP Implementation on Water Quality in the Cool Run Tributary of the White Clay Creek Watershed <\/td>\n<\/tr>\n | ||||||
| 3228<\/td>\n | Significance of Using Different Particulate Matter Indices on Representing Particulate-Bound Metals Load and BMP Performance during Stormwater Events <\/td>\n<\/tr>\n | ||||||
| 3235<\/td>\n | Water Resources GIS System Applied to an Urban Watershed <\/td>\n<\/tr>\n | ||||||
| 3245<\/td>\n | Pathogens in Wet Weather Flow Characterization of Escherichia Coli for Sediment Basin Systems at Construction Sites <\/td>\n<\/tr>\n | ||||||
| 3256<\/td>\n | Performance of Stormwater Management Systems Assessing BMP Performance Using Microtox Toxicity Analysis <\/td>\n<\/tr>\n | ||||||
| 3265<\/td>\n | Indicator Bacteria Removal by Stormwater BMPs in Coastal North Carolina <\/td>\n<\/tr>\n | ||||||
| 3273<\/td>\n | Sediment and Erosion Measurement and Control Development of a Laboratory Based Stormwater Sampling and Test Facility Utilizing Natural Stormwater Runoff <\/td>\n<\/tr>\n | ||||||
| 3284<\/td>\n | Evaluation of Stormwater Management Practices for Stream Erosion <\/td>\n<\/tr>\n | ||||||
| 3295<\/td>\n | Why We Need Improved Characterization of Solids in Wastewater, Stormwater, and Combined Sewer Flows <\/td>\n<\/tr>\n | ||||||
| 3298<\/td>\n | Stormwater Management\u2014Total Water and Integrated Approaches Total Water Management: The New Paradigm for Urban Water Resources Planning <\/td>\n<\/tr>\n | ||||||
| 3308<\/td>\n | Stormwater Management Assessment Tools Developments in LIDRA 2.0: A Planning Level Assessment of the Cost-Effectiveness of Low Impact Development <\/td>\n<\/tr>\n | ||||||
| 3318<\/td>\n | Current Capabilities and Planned Enhancements of SUSTAIN <\/td>\n<\/tr>\n | ||||||
| 3328<\/td>\n | Development of a Rainfall Statistical Analysis Tool for Analytical Probabilistic Models for Urban Stormwater Management Analysis <\/td>\n<\/tr>\n | ||||||
| 3338<\/td>\n | Stormwater Manufactured Treatment Devices Quantity and Quality of Stormwater Solids Trapped by Hydrodynamic Separators at Highway Sites <\/td>\n<\/tr>\n | ||||||
| 3348<\/td>\n | Evaluation of Rainfall-Runoff Particulate Metals Removal by Hydrodynamic Separation and Batch Settling Clarifier <\/td>\n<\/tr>\n | ||||||
| 3354<\/td>\n | Urban Hydrologic Modeling Calibration of Urban Snow Process and Water Quality Model for Logan Airport <\/td>\n<\/tr>\n | ||||||
| 3361<\/td>\n | Integrated Collection Systems Model for Hartford, Connecticut <\/td>\n<\/tr>\n | ||||||
| 3376<\/td>\n | Urban hydrology An Experimental Study of Stage-Discharge Relationships for Thick-Walled Concrete Orifices <\/td>\n<\/tr>\n | ||||||
| 3386<\/td>\n | Estimation of Rational Runoff Coefficients for Texas Watersheds <\/td>\n<\/tr>\n | ||||||
| 3396<\/td>\n | Water Quality Management in Urban Environments Roof Runoff Water Quality\u2014A Comparison of Traditional Roofing Materials <\/td>\n<\/tr>\n | ||||||
| 3403<\/td>\n | Using Electronic Conductivity and Hardness Data for Rapid Assessment of Stream Water Quality <\/td>\n<\/tr>\n | ||||||
| 3413<\/td>\n | Characterization of First Flush Phenomenon in an Urban Stormwater Runoff: A Case Study of Flamingo Tropicana Watershed in Las Vegas Valley <\/td>\n<\/tr>\n | ||||||
| 3423<\/td>\n | Total Dissolved Solids Contribution to the Colorado River Associated with the Growth of Las Vegas Valley <\/td>\n<\/tr>\n | ||||||
| 3433<\/td>\n | Water Supply \/ Demand Sustainability Developing an Alternative Water Supply Strategy for the City of Plantation, Florida <\/td>\n<\/tr>\n | ||||||
| 3446<\/td>\n | Watershed Management\u2014Pollutant Sources and Management including TMDLs Regenerative Stormwater Conveyance: An Innovative Approach to Meet a Range of Stormwater Management and Ecological Goals <\/td>\n<\/tr>\n | ||||||
| 3461<\/td>\n | Assessment of PAH Concentrations and Toxicity of Runoff from Sealed Asphalt Surfaces <\/td>\n<\/tr>\n | ||||||
| 3471<\/td>\n | Preliminary Results of the Examination of Thermal Impacts from Stormwater BMPs <\/td>\n<\/tr>\n | ||||||
| 3499<\/td>\n | The Potential for Green Infrastructure Practices to Reduce Combined Sewer Overflows as Examined in Nashville, Tennessee <\/td>\n<\/tr>\n | ||||||
| 3509<\/td>\n | Urban Runoff and Stormwater Quality Management Using the Los Angeles County Flood Control District’s Watershed Management Modeling System: A Pilot Application <\/td>\n<\/tr>\n | ||||||
| 3521<\/td>\n | Evaluation of Indicator Bacteria Export from an Urban Watershed <\/td>\n<\/tr>\n | ||||||
| 3532<\/td>\n | Characterisation of Urban Stormwater Quality in the Auckland Region (New Zealand) <\/td>\n<\/tr>\n | ||||||
| 3549<\/td>\n | WATER, WASTEWATER, AND STORMWATER COUNCIL Concentrate Management in Desalination EWRI Effort to Establish Monograph on Concentrate Management in Desalination Case Studies <\/td>\n<\/tr>\n | ||||||
| 3554<\/td>\n | Concentrate Volume Reduction Research In El Paso, Texas <\/td>\n<\/tr>\n | ||||||
| 3566<\/td>\n | Concentrate Management by Deep Well Injection at North County Regional Water Treatment Plant in Naples, Collier County, FL <\/td>\n<\/tr>\n | ||||||
| 3576<\/td>\n | Silica Removal from Brine by Using Ion Exchange <\/td>\n<\/tr>\n | ||||||
| 3589<\/td>\n | Sea vs. Bay Water Desalination: Which One is for You? <\/td>\n<\/tr>\n | ||||||
| 3599<\/td>\n | Modeling the High Salinity Discharge from Creation of a Salt Cavern <\/td>\n<\/tr>\n | ||||||
| 3609<\/td>\n | Feasibility Evaluations for St. Johns River Membrane Water Plant Demineralization Concentrate Management <\/td>\n<\/tr>\n | ||||||
| 3620<\/td>\n | Treatment of a Soybean Flour Processing Plant Wastewater <\/td>\n<\/tr>\n | ||||||
| 3631<\/td>\n | Issues Associated with Large Scale Water Recycling <\/td>\n<\/tr>\n | ||||||
| 3642<\/td>\n | Small Scale Water Purification Projects\u2014Determinants of Success <\/td>\n<\/tr>\n | ||||||
| 3651<\/td>\n | Using a Mobile Pilot Plant to Evaluate Need and Protocol for a Previously Failed Coagulant Changeover <\/td>\n<\/tr>\n | ||||||
| 3659<\/td>\n | Evaluation of Ceramic Media Against GAC and Sand\/Anthracite Filtration for Organics Removal <\/td>\n<\/tr>\n | ||||||
| 3671<\/td>\n | An Innovative Approach to Water Supply\u2014The Groundwater Replenishment System <\/td>\n<\/tr>\n | ||||||
| 3687<\/td>\n | Infrastructure, Planning, and Design in Water, Wastewater, and Stormwater Manifold Flow in Wastewater Pressure-Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 3699<\/td>\n | Surge Analysis and Design for a Wastewater Transmission System in Hernando County <\/td>\n<\/tr>\n | ||||||
| 3709<\/td>\n | Transitioning of Urban Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 3722<\/td>\n | The Value Added to Flood Control Projects by Use of External Review Panels <\/td>\n<\/tr>\n | ||||||
| 3730<\/td>\n | Effects of Carbon Dioxide Stripping on Solids Settling in Pure Oxygen WWTP <\/td>\n<\/tr>\n | ||||||
| 3740<\/td>\n | DCWASA’s Impervious Area Information System: Designed to Allocate the Costs of the Mandated Combined Sewer Overflow Long Term Control Plan <\/td>\n<\/tr>\n | ||||||
| 3750<\/td>\n | Flow Dynamics in Combined Storm-Sewer Systems: Application of the Illinois Transient Model (ITM) to the Calumet TARP System in Chicago, Illinois <\/td>\n<\/tr>\n | ||||||
| 3765<\/td>\n | Vortex Valves\u2014Effective Flow Regulation for Economical Stormwater Management <\/td>\n<\/tr>\n | ||||||
| 3776<\/td>\n | Incorporating Storm Sewer Exfiltration into SWMM: Proof of Concept <\/td>\n<\/tr>\n | ||||||
| 3784<\/td>\n | An Innovative and Rapid Method of Assessing Particle Shape and Size in Stormwater Runoff <\/td>\n<\/tr>\n | ||||||
| 3792<\/td>\n | A Modernized Biosolids Management Plan for New York City’s Water Pollution Control Plants <\/td>\n<\/tr>\n | ||||||
| 3803<\/td>\n | Field Assessment of Grit Removal Systems <\/td>\n<\/tr>\n | ||||||
| 3811<\/td>\n | Residence Time Distribution and the Investigation of Bed Movement in a Continuously Operated Upflow Filter (COUF) for Tertiary Wastewater Treatment <\/td>\n<\/tr>\n | ||||||
| 3821<\/td>\n | Removal of Heavy Metals Using Pervious Concrete Material <\/td>\n<\/tr>\n | ||||||
| 3831<\/td>\n | Two-Dimensional Modeling of Contaminant Spills to a Drinking Water Supply Reservoir <\/td>\n<\/tr>\n | ||||||
| 3840<\/td>\n | Water Quality Component Development and Integration with USACE Watershed Hydrologic Models <\/td>\n<\/tr>\n | ||||||
| 3851<\/td>\n | Security Enhancements and Emergency Challenges or Suggested Changes Evolution of Sandia’s Risk Assessment Methodology for Water and Wastewater Utilities (RAM-W) <\/td>\n<\/tr>\n | ||||||
| 3858<\/td>\n | Emergency Drinking Water Supply Challenges for Public Health <\/td>\n<\/tr>\n | ||||||
| 3864<\/td>\n | Emergency Water Supply Planning for the National Capital Region <\/td>\n<\/tr>\n | ||||||
| 3877<\/td>\n | Cross Sector Emergency Planning for Water Supply Utilities and Healthcare Facilities <\/td>\n<\/tr>\n | ||||||
| 3889<\/td>\n | National Guidelines on Physical Security for Water, Wastewater, & Stormwater Facilities\u2014WHEN? <\/td>\n<\/tr>\n | ||||||
| 3896<\/td>\n | A Comprehensive City Wide Platform for Accessing Data and Communicating with Security and Water Quality Monitoring Systems <\/td>\n<\/tr>\n | ||||||
| 3906<\/td>\n | Water\/Wastewater Perspectives on Chlorine Security <\/td>\n<\/tr>\n | ||||||
| 3912<\/td>\n | Natural Disaster Response Lessons Learned for Water and Wastewater Utilities <\/td>\n<\/tr>\n | ||||||
| 3919<\/td>\n | Critical Information Policies for Water Utilities\u2014Water Research Foundation project #3106 <\/td>\n<\/tr>\n | ||||||
| 3926<\/td>\n | Stormwater Infrastructure Wet Weather Rules, Regulations, and Policies: A National Survey <\/td>\n<\/tr>\n | ||||||
| 3936<\/td>\n | Systemwide Monitoring: Los Angeles County Flood Control District Automated Storm Water Monitoring Project <\/td>\n<\/tr>\n | ||||||
| 3948<\/td>\n | Survey of Retention Basin Hydraulic Performance in Florida <\/td>\n<\/tr>\n | ||||||
| 3958<\/td>\n | Watershed Retrofit and Management Evaluation for Urban Stormwater Management Systems in North Carolina <\/td>\n<\/tr>\n | ||||||
| 3968<\/td>\n | New Rules, Familiar Tools: Efficient Use of Stormwater Storage and Flow Control <\/td>\n<\/tr>\n | ||||||
| 3980<\/td>\n | Investigation of Water Quality and Quantity of Five Rainwater Tanks in Western Sydney Australia <\/td>\n<\/tr>\n | ||||||
| 3989<\/td>\n | Evaluating Short-Circuiting Potential of Stormwater Ponds <\/td>\n<\/tr>\n | ||||||
| 3999<\/td>\n | Dissolved Oxygen Impairment and BMP Effectiveness in Mermentau River Basin <\/td>\n<\/tr>\n | ||||||
| 4008<\/td>\n | A Randomization Process for Modeling Constructed Wetlands with an Optimization Example <\/td>\n<\/tr>\n | ||||||
| 4018<\/td>\n | Stormwater Temperature Mitigation Beneath Porous Pavements <\/td>\n<\/tr>\n | ||||||
| 4027<\/td>\n | Unit Process Simulation of a BioInfiltration Stormwater Control Measure <\/td>\n<\/tr>\n | ||||||
| 4037<\/td>\n | Determination of Evapotranspiration in SCM’s Using a Weighing Lysimeter: An Experimental Approach <\/td>\n<\/tr>\n | ||||||
| 4047<\/td>\n | Evaluation and Modeling of Bacteria Water Quality in an Urbanizing Stream <\/td>\n<\/tr>\n | ||||||
| 4057<\/td>\n | Modeling Oxygen Mass Transfer Rate through the Air-Water Surface in Stratified Flows <\/td>\n<\/tr>\n | ||||||
| 4066<\/td>\n | Sustainability Predicting and Verifying Physiological Performance of Plants in a Bioretention System in an Arid Climate <\/td>\n<\/tr>\n | ||||||
| 4072<\/td>\n | Independence from Fossil Fuel Usages in Northeastern United States: Important Tasks for a Sustainable Geothermal Pilot Well Project <\/td>\n<\/tr>\n | ||||||
| 4083<\/td>\n | Choosing Sustainable Wastewater Treatment Technologies to Enhance Integrated Watershed Management in Developing Countries <\/td>\n<\/tr>\n | ||||||
| 4095<\/td>\n | Rainwater Tank Water Quality Testing in Western Sydney Australia <\/td>\n<\/tr>\n | ||||||
| 4106<\/td>\n | Sustainable Sites Initiative: Protect On-Site Water Resources and Receiving Water Quality <\/td>\n<\/tr>\n | ||||||
| 4114<\/td>\n | Sustainable Site Initiative\u2014A Rating System for Green Sites <\/td>\n<\/tr>\n | ||||||
| 4123<\/td>\n | Alternative Site-Assessment Hydrologic Metrics for Urban Development <\/td>\n<\/tr>\n | ||||||
| 4133<\/td>\n | Sustainable Site Initiative\u2014Protecting and Restoring Site Ecosystem Services <\/td>\n<\/tr>\n | ||||||
| 4140<\/td>\n | Water Conservation and Reuse: A Case Study of the Energy-Water Nexus in Texas <\/td>\n<\/tr>\n | ||||||
| 4156<\/td>\n | Long-Term Effects of Graywater Irrigation on Soil Quality in Arid Regions <\/td>\n<\/tr>\n | ||||||
| 4165<\/td>\n | Decentralized Anaerobic Blackwater Management: A Sustainable Development Technology Concept for Urban Water Management <\/td>\n<\/tr>\n | ||||||
| 4176<\/td>\n | Sustainable Water Supply Development with Use of Brackish Supplies and Carbon Neutral Energy <\/td>\n<\/tr>\n | ||||||
| 4185<\/td>\n | Water Distribution Systems Symposium Using Life-Cycle Assessment to Evaluate the Environmental Impacts of Water Network Design and Optimization <\/td>\n<\/tr>\n | ||||||
| 4195<\/td>\n | Scouring Stress for Large Solids <\/td>\n<\/tr>\n | ||||||
| 4205<\/td>\n | Estimating Design Flows for Self Cleansing Sewers <\/td>\n<\/tr>\n | ||||||
| 4215<\/td>\n | Making Optimal Pump Scheduling Models Work <\/td>\n<\/tr>\n | ||||||
| 4227<\/td>\n | Relationship between Pump Horsepower and Energy Usage in Municipal Water Networks <\/td>\n<\/tr>\n | ||||||
| 4232<\/td>\n | Detection of Leaks in Water Distribution System Using Routine Water Quality Measurements <\/td>\n<\/tr>\n | ||||||
| 4240<\/td>\n | WDS Designer\u2014A Tool Algorithmic Generation of Water Distribution Systems based on GIS Data <\/td>\n<\/tr>\n | ||||||
| 4252<\/td>\n | How Many Network Sources are Enough? <\/td>\n<\/tr>\n | ||||||
| 4262<\/td>\n | Deciding Whether to Replace or Repair a Pipe After a Break Using Advanced Analytical Tools <\/td>\n<\/tr>\n | ||||||
| 4272<\/td>\n | Flexible Design of Urban Water Distribution Networks <\/td>\n<\/tr>\n | ||||||
| 4284<\/td>\n | Improved Leakage Detection and Model Calibration Using Night Fire Flow Testing <\/td>\n<\/tr>\n | ||||||
| 4300<\/td>\n | An Agent-Based Modeling Approach to Evaluate the Impact of Conservation Practices on Water Resources Sustainability <\/td>\n<\/tr>\n | ||||||
| 4307<\/td>\n | Alternative Formulation for DBP’s Minimization by Optimal Design of Booster Chlorination Stations <\/td>\n<\/tr>\n | ||||||
| 4317<\/td>\n | Estimating and Verifying Household Potential to Conserve Water <\/td>\n<\/tr>\n | ||||||
| 4330<\/td>\n | Estimating Non-Residential Water Use with Publicly Available Databases <\/td>\n<\/tr>\n | ||||||
| 4340<\/td>\n | Optimal Planning of Regional Water Distribution Systems: A Case Study <\/td>\n<\/tr>\n | ||||||
| 4350<\/td>\n | An Energy Methodology for the Design of Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 4361<\/td>\n | Adjoint-Based Probabilistic Characterization of Contaminant Sources in Water Distribution Systems under Transient Flow Conditions <\/td>\n<\/tr>\n | ||||||
| 4370<\/td>\n | Adaptive Bayesian Contaminant Source Characterization in Water Distribution Systems via a Parallel Implementation of Markov Chain Monte Carlo (MCMC) <\/td>\n<\/tr>\n | ||||||
| 4377<\/td>\n | Cluster Analysis for Water Distribution Systems Security Enhancement <\/td>\n<\/tr>\n | ||||||
| 4386<\/td>\n | An Agent-Based Modeling Approach for Simulating Contamination Events Applied to the Mesopolis Water Distribution System <\/td>\n<\/tr>\n | ||||||
| 4394<\/td>\n | Identification of Reactive Contaminant Sources in a Water Distribution System under the Conditions of Data Uncertainties <\/td>\n<\/tr>\n | ||||||
| 4404<\/td>\n | WDS Vulnerability Analysis: Focusing on Random Factors, Consumer Behavior, and System Dynamics in Contamination Events <\/td>\n<\/tr>\n | ||||||
| 4411<\/td>\n | H[sub(2)]OFate\u2014A New Software for Fate and Transport Simulations in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 4421<\/td>\n | Water Quality Parameter Estimation for Water Distribution Systems Considering Parameter and Measurement Uncertainties <\/td>\n<\/tr>\n | ||||||
| 4430<\/td>\n | Kinetics of Free Chlorine Decay in Water Distribution Networks <\/td>\n<\/tr>\n | ||||||
| 4440<\/td>\n | Chlorine Bulk Decay Coefficients to Calibrate the GCWW All-Pipes Distribution System Model <\/td>\n<\/tr>\n | ||||||
| 4452<\/td>\n | Chlorine Wall Decay Coefficients to Calibrate the GCWW All-Pipes Distribution System Model <\/td>\n<\/tr>\n | ||||||
| 4461<\/td>\n | Vulnerability Assessment and Risk Reduction of Water Supply Systems <\/td>\n<\/tr>\n | ||||||
| 4474<\/td>\n | WATERSHED COUNCIL Application of Tractive Force Methodology Effects of Rough Surface Slopes on Surface Depression Storage <\/td>\n<\/tr>\n | ||||||
| 4484<\/td>\n | Characterization of Surface Roughness and Computation of Depression Storage <\/td>\n<\/tr>\n | ||||||
| 4494<\/td>\n | Quantitative Evaluation of the Relationship between Grid Spacing of DEMs and Surface Depression Storage <\/td>\n<\/tr>\n | ||||||
| 4505<\/td>\n | Scattergraph Principles and Practice: Evaluating Self-Cleansing in Existing Sewers Using the Tractive Force Method <\/td>\n<\/tr>\n | ||||||
| 4515<\/td>\n | Hydroclimate Committee of Watershed Council Calculating the Macrodispersion Coefficient in the Stochastic Transport Equation <\/td>\n<\/tr>\n | ||||||
| 4524<\/td>\n | An Innovative Study on the Effects of Land Management Practices on Rill Erosion Using an Instantaneous Profile Laser Scanner <\/td>\n<\/tr>\n | ||||||
| 4532<\/td>\n | Incorporating Affects of Raised Roads into Hydrology Model to Improve Simulation of Low-Relief Watershed <\/td>\n<\/tr>\n | ||||||
| 4547<\/td>\n | Climatology of Monthly Runoff: Causality and Relations to Seasonality in Precipitation and Temperature <\/td>\n<\/tr>\n | ||||||
| 4557<\/td>\n | Climate, Streamflow, and Nutrients Variability Over the Southeastern United States <\/td>\n<\/tr>\n | ||||||
| 4567<\/td>\n | Climatic and Anthropogenic Influences on Freshwater Availability in the Eastern United States <\/td>\n<\/tr>\n | ||||||
| 4584<\/td>\n | Hurst Analysis of Hydrologic and Water Quality Signals <\/td>\n<\/tr>\n | ||||||
| 4594<\/td>\n | Canonical Correlation Analysis for Hydroclimatic Datasets with Known Measurement Uncertainties <\/td>\n<\/tr>\n | ||||||
| 4604<\/td>\n | Climate Change Assessment on Water Resources in Sabah and Sarawak, Malaysia, Based on the Downscaled GCM Outputs Using Regional Hydroclimate Model <\/td>\n<\/tr>\n | ||||||
| 4611<\/td>\n | Reconstruction of Hydro-Climate Data for the Watershed Modeling over Foothills Region, California <\/td>\n<\/tr>\n | ||||||
| 4618<\/td>\n | Hydrologic and Environmental Modeling for Upper Putah Creek Watershed Using Reconstructed Historical Atmospheric Data by Dynamical Downscaling <\/td>\n<\/tr>\n | ||||||
| 4626<\/td>\n | Rainfall Downscaling Using Statistical Downscaling Model and Canonical Correlation Analysis: A Case Study <\/td>\n<\/tr>\n | ||||||
| 4635<\/td>\n | Quantifying Hydrological Uncertainty for Rain- and Snow-Dominated Watersheds with Adaptation Strategy <\/td>\n<\/tr>\n | ||||||
| 4645<\/td>\n | Optimal Selection of GCM Predictors Combined with a New Procedure for Statistical Downscaling of Precipitation <\/td>\n<\/tr>\n | ||||||
| 4655<\/td>\n | Short Lead-Time Streamflow Forecasting by Machine Learning Methods, with Climate Variability Incorporated <\/td>\n<\/tr>\n | ||||||
| 4667<\/td>\n | Hydrologic Monitoring Network Evapotranspiration Network Design Study: Ground Sensor Network Design for Air Temperature and Relative Humidity <\/td>\n<\/tr>\n | ||||||
| 4680<\/td>\n | NEXRAD Rainfall Data Analysis and Application Seamless Integration of Weather and Climate Information in Developing Operational Streamflow Forecasts <\/td>\n<\/tr>\n | ||||||
| 4686<\/td>\n | Radar-Based Quantitative Precipitation Estimation for the Cool Season in Northern California: Case Studies from the NOAA Hydrometeorological Testbed (HMT) <\/td>\n<\/tr>\n | ||||||
| 4695<\/td>\n | Prediction of Heavy Rainfall in the 0-6 Hour Time Range: Current and Evolving Approaches Utilizing Radar and Numerical Weather Prediction Forecasts <\/td>\n<\/tr>\n | ||||||
| 4706<\/td>\n | Infilling Missing Precipitation Data Using NEXRAD Data: Use of Optimal Spatial Interpolation and Data-Driven Methods <\/td>\n<\/tr>\n | ||||||
| 4715<\/td>\n | Estimation of Regionally Specific Z-R Relationships for Radar-Based Hydrologic Prediction <\/td>\n<\/tr>\n | ||||||
| 4728<\/td>\n | Utility of Optimal Reflectivity-Rain Rate (Z-R) Relationships for Improved Precipitation Estimates <\/td>\n<\/tr>\n | ||||||
| 4739<\/td>\n | Uncertainty Analysis Approaches in Hydrologic Modeling Design Flood Estimation Using Monte Carlo Simulation and RORB Model: Stochastic Nature of RORB Model Parameters <\/td>\n<\/tr>\n | ||||||
| 4749<\/td>\n | Global Sensitivity and Uncertainty Analysis of SLAMM for the Purpose of Habitat Vulnerability Assessment and Decision Making <\/td>\n<\/tr>\n | ||||||
| 4757<\/td>\n | Robust Optimization Using a Variety of Performance Indices <\/td>\n<\/tr>\n | ||||||
| 4767<\/td>\n | Resolution and Sensitivity Analysis of a Block-Scale Urban Drainage Model <\/td>\n<\/tr>\n | ||||||
| 4777<\/td>\n | Effect of Land Use Uncertainty on Watershed Modeling <\/td>\n<\/tr>\n | ||||||
| 4787<\/td>\n | Analyzing Uncertainty and Risk in the Management of Water Resources for the Texas Water Development Board. <\/td>\n<\/tr>\n | ||||||
| 4791<\/td>\n | Global Sensitivity Analysis of a Distributed Hydrologic Model Using Monte Carlo Simulation <\/td>\n<\/tr>\n | ||||||
| 4804<\/td>\n | Flood Risk Assessment of Complex Riverine Systems <\/td>\n<\/tr>\n | ||||||
| 4816<\/td>\n | Sampling Schemes for Uncertainty Assessment of a Hydrologic Simulation Model <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" World Environmental and Water Resources Congress 2010<\/b><\/p>\n |