This collection contains 638 papers presented at the 2007 World Environmental and Water Resources Congress, held in Tampa, Florida, May 15-19, 2007.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | Optimal Sensor Placement for Wind-Driven Circulation Environment in a Lake <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | 4th Urban Watershed Management Symposium Approaches for Evaluating Wet Weather Flow Impacts A North Carolina Piedmont Application of Protocols for Studying Wet Weather Impacts and Urbanization Patterns <\/td>\n<\/tr>\n | ||||||
| 62<\/td>\n | Effect of Raingage Density on Runoff Simulation Modeling <\/td>\n<\/tr>\n | ||||||
| 83<\/td>\n | Evaluation of the Impact of Stormwater Best Management Practices on a Sub- Watershed and Watershed Using XPSWMM <\/td>\n<\/tr>\n | ||||||
| 94<\/td>\n | BMP Performance and Evaluation A New Approach for Assessing the Performance of Stormwater Best Management Practices <\/td>\n<\/tr>\n | ||||||
| 102<\/td>\n | Gravel Wetland Design and Performance for Stormwater Management <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | Monitoring Stormwater Quality through a Series of Natural and Constructed Treatment Devices. A Case Study from Brisbane, Sub-Tropical Australia <\/td>\n<\/tr>\n | ||||||
| 126<\/td>\n | Re-Conceiving the Villanova University Constructed Stormwater Wetland <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | BMP Performance and Monitoring Performance of Retention Ponds and Constructed Wetlands for Attenuating Bacterial Stressors <\/td>\n<\/tr>\n | ||||||
| 160<\/td>\n | Performance of Retrofitted Stormwater Extended Detention Wetlands <\/td>\n<\/tr>\n | ||||||
| 172<\/td>\n | Reengineering Wet Ponds and Streams for Water Quality Improvement in Gwinnett County, Georgia\u2014Emphasizing Value <\/td>\n<\/tr>\n | ||||||
| 180<\/td>\n | BMPs\u2014Filtration and Infiltration An Infiltration Model of an Underground Rock Storage Bed Infiltration BMP <\/td>\n<\/tr>\n | ||||||
| 190<\/td>\n | Field Evaluation of a Stormwater Bioretention Filtration System <\/td>\n<\/tr>\n | ||||||
| 200<\/td>\n | Mass Loading and Mass Load Design of Stormwater Filtration Systems <\/td>\n<\/tr>\n | ||||||
| 213<\/td>\n | Vadose Zone Modeling Applied to Stormwater Infiltration <\/td>\n<\/tr>\n | ||||||
| 223<\/td>\n | BMPs\u2014Treatment Technologies An Examination of Dispersion in Low Reynolds Number Stormwater Wetlands <\/td>\n<\/tr>\n | ||||||
| 232<\/td>\n | Dual Stage Filter for Inorganic Nitrogen Removal from Stormwater <\/td>\n<\/tr>\n | ||||||
| 237<\/td>\n | Hydrodynamic Clarification of Rainfall-Runoff Particles <\/td>\n<\/tr>\n | ||||||
| 246<\/td>\n | Use of Alternative Sorption Media for Removing Nutrients Associated with Stormwater BMPs <\/td>\n<\/tr>\n | ||||||
| 256<\/td>\n | Combined and Sanitary Sewer Overflow Control I Defining Collection System Performance Criteria to Meet Level of Service Goals <\/td>\n<\/tr>\n | ||||||
| 272<\/td>\n | Evaluation of Sanitary Sewer Collection System Management Approaches and Impact on Water Resources Management <\/td>\n<\/tr>\n | ||||||
| 281<\/td>\n | Quantifying the Performance of Storm Tanks at Wastewater Treatment Works <\/td>\n<\/tr>\n | ||||||
| 291<\/td>\n | Wet Weather Testing and Verification – The Challenges Ahead <\/td>\n<\/tr>\n | ||||||
| 301<\/td>\n | Combined and Sanitary Sewer Overflow Control II Critical Issues in the Representation of BMPs in Urban Drainage Models <\/td>\n<\/tr>\n | ||||||
| 310<\/td>\n | CSO Aesthetics and Static Screening Technologies <\/td>\n<\/tr>\n | ||||||
| 319<\/td>\n | The Use of a Decentralized Wireless Sensor Network for CSO Abatement and Control <\/td>\n<\/tr>\n | ||||||
| 336<\/td>\n | Flood Hazards and Control from Urban Runoff Analysis of Flood Hazards for a Residential Development <\/td>\n<\/tr>\n | ||||||
| 350<\/td>\n | El Nino-La Nina Implications on Flood Hazard Mitigation Phoenix, AZ Area <\/td>\n<\/tr>\n | ||||||
| 359<\/td>\n | No Adverse Impact Floodplain Management <\/td>\n<\/tr>\n | ||||||
| 364<\/td>\n | Using the Geographically Weighted Regression to Modify the Residential Flood Damage Function <\/td>\n<\/tr>\n | ||||||
| 389<\/td>\n | General Urban Watershed Considerations and Research Needs Changes in Aquatic Habitat and Geomorphic Response to Urbanization, with Implications for Assessing Habitat Degradation <\/td>\n<\/tr>\n | ||||||
| 413<\/td>\n | Morphologic Approach in Studying Urbanized and Suburbanizing Watersheds <\/td>\n<\/tr>\n | ||||||
| 423<\/td>\n | Roofing as a Contributor to Urban Runoff Pollution <\/td>\n<\/tr>\n | ||||||
| 434<\/td>\n | Transport and Partitioning of Metals from Urban Port Facilities in Liguria, Italy <\/td>\n<\/tr>\n | ||||||
| 444<\/td>\n | Integrating Stormwater into Total Watershed Management Integrating Stormwater into Complete Watershed Management <\/td>\n<\/tr>\n | ||||||
| 448<\/td>\n | Keynote Address Stormwater – An Alternate Water Supply <\/td>\n<\/tr>\n | ||||||
| 462<\/td>\n | Stormwater Runoff Control Using Full Spectrum Detention <\/td>\n<\/tr>\n | ||||||
| 470<\/td>\n | Low Impact Development I Cementitious Permeable Pavement as an LID Practice for Hydrologic and Particle In-Situ Control <\/td>\n<\/tr>\n | ||||||
| 480<\/td>\n | Evaluation of Regionally Appropriate and Cost Effective Bioretention Media Mixes <\/td>\n<\/tr>\n | ||||||
| 490<\/td>\n | Selecting a Green Roof Medium for Water Quality Benefits <\/td>\n<\/tr>\n | ||||||
| 500<\/td>\n | Low Impact Development II A Study of Hydraulic and Nutrient Retention Dynamics in Vegetated and Non-Vegetated Bioretention Mesocosms <\/td>\n<\/tr>\n | ||||||
| 528<\/td>\n | Approaches for Determining Swale Performance for Stormwater Runoff <\/td>\n<\/tr>\n | ||||||
| 537<\/td>\n | Incorporating Site-Specific Variables in the Design of Vegetated Channels <\/td>\n<\/tr>\n | ||||||
| 547<\/td>\n | Public Outreach: Engaging the Public and Gaining Grass Roots Support Rain Gardens: Integrating Stormwater Management into Attractive Landscaping <\/td>\n<\/tr>\n | ||||||
| 551<\/td>\n | Sediment and Erosion Model Calibration for Sediment Pond Discharge <\/td>\n<\/tr>\n | ||||||
| 561<\/td>\n | Modeling Erosion and Sediment Control Practices: A Management Approach for Disturbed Sites <\/td>\n<\/tr>\n | ||||||
| 575<\/td>\n | Modeling the Effectiveness of the FAEST Silt Fence Technology <\/td>\n<\/tr>\n | ||||||
| 585<\/td>\n | Regulatory Issues in Soil Erosion and Sediment Control <\/td>\n<\/tr>\n | ||||||
| 595<\/td>\n | Removing Fine-Grained Sediments from Urban Waterways <\/td>\n<\/tr>\n | ||||||
| 600<\/td>\n | Storm Water Quality: Integration of Master Plans, Models, BMP’s and Common Sense A Filter Approach to Turning a City Greener One BMP at a Time <\/td>\n<\/tr>\n | ||||||
| 609<\/td>\n | A Shuffled Box Complex-Based Optimization Model for Watershed Management <\/td>\n<\/tr>\n | ||||||
| 619<\/td>\n | Planning for a Sustainable Landscape in Urbanizing Southern California- A Sub-Watershed Approach <\/td>\n<\/tr>\n | ||||||
| 629<\/td>\n | Rainfall Input for Master Urban Drainage Planning: The Integrated Catchment Study of Auckland City (New Zealand) <\/td>\n<\/tr>\n | ||||||
| 643<\/td>\n | Stormwater and BMP Modeling Analysis of BMP Quality Data: Inferences from Statistical Tests <\/td>\n<\/tr>\n | ||||||
| 651<\/td>\n | Application of Computational Fluid Dynamics (CFD) to Stormwater Clarification Systems <\/td>\n<\/tr>\n | ||||||
| 660<\/td>\n | Statistical Relationships of Storm Runoff Constituents with Storm Event Characteristics in Nine California Urban Watersheds <\/td>\n<\/tr>\n | ||||||
| 679<\/td>\n | Stormwater Solids Effect of Particle Size on Difference between TSS and SSC Measurements <\/td>\n<\/tr>\n | ||||||
| 696<\/td>\n | Performance Verification of Stormwater Treatment Devices under EPA’s Environmental Technology Verification Program <\/td>\n<\/tr>\n | ||||||
| 711<\/td>\n | Proposed Guidelines for Monitoring Stormwater Gross Solids <\/td>\n<\/tr>\n | ||||||
| 721<\/td>\n | Protocols for Quantifying Solids Removal Performance during Controlled Testing of Manufactured Treatment Devices <\/td>\n<\/tr>\n | ||||||
| 733<\/td>\n | Research to Support Certification of TSS Removal Efficiency of Stormwater Manufactured Treatment Devices <\/td>\n<\/tr>\n | ||||||
| 743<\/td>\n | Urban Watershed Modeling Disaggregated Modeling for Urban Hydrologic Controls <\/td>\n<\/tr>\n | ||||||
| 754<\/td>\n | Evaluation of Flows Simulated with Regional Parameters at Tinley Creek Watershed, Illinois <\/td>\n<\/tr>\n | ||||||
| 764<\/td>\n | Modeling Vadose Zone Moisture Dynamics with the Integrated Hydrologic Model (IHM) <\/td>\n<\/tr>\n | ||||||
| 775<\/td>\n | Aquifer and Lake Recovery\/Restoration Aquifer and Lake Recovery\/Restoration Considerations Regarding Nutrient Pathways and Loads into Surface-Water Resulting from Subsurface Discharges of Wastewater Effluent <\/td>\n<\/tr>\n | ||||||
| 785<\/td>\n | Distribution of Metals and Speciation of Sediment Grabs in Lake Burragorang in Sydney, Australia <\/td>\n<\/tr>\n | ||||||
| 794<\/td>\n | Climate Change\/Variability & Drought Climate Change\/Variability & Drought I Current State of Knowledge in Effects of Climate Change on Watershed Behavior <\/td>\n<\/tr>\n | ||||||
| 804<\/td>\n | Effect of Climate Change on Design-Period Low Flows in the Mid-Atlantic US <\/td>\n<\/tr>\n | ||||||
| 823<\/td>\n | High-Elevation Hydropower and Climate Warming in California <\/td>\n<\/tr>\n | ||||||
| 833<\/td>\n | Incorporating Climate Change and Variability into Bulletin 17B LP3 Model <\/td>\n<\/tr>\n | ||||||
| 841<\/td>\n | Climate Change\/Variability & Drought II Consideration of Climate Variability in Water Resources Planning & Operations \u2013 South Florida\u2019s Experience <\/td>\n<\/tr>\n | ||||||
| 852<\/td>\n | Evaluation of Interdecadal Drought Variability Using Reconstructed Streamflow Data <\/td>\n<\/tr>\n | ||||||
| 858<\/td>\n | Validation of Climate-Based Lake Okeechobee Net Inflow Outlooks <\/td>\n<\/tr>\n | ||||||
| 870<\/td>\n | Climate Change\/Variability & Drought III Assessment of Uncertainty in Flood Forecasting Using Downscaled Rainfall Data <\/td>\n<\/tr>\n | ||||||
| 882<\/td>\n | Climate Signal Clustering Using Genetic Algorithm for Precipitation Forecasting: A Case Study of Southeast of Iran <\/td>\n<\/tr>\n | ||||||
| 890<\/td>\n | Impacts of the 2005-2006 Drought on Soil Water Content under a Tall Grass Prairie at Fort Reno, Oklahoma <\/td>\n<\/tr>\n | ||||||
| 897<\/td>\n | Understanding the Dynamics of Snowpack in Washington State-Part II: Complexity of Snowpack <\/td>\n<\/tr>\n | ||||||
| 920<\/td>\n | Poster Session Applications of Risk Assessment in the Development of Climate Change Adaptation Policy <\/td>\n<\/tr>\n | ||||||
| 930<\/td>\n | Comparison between Spatial Interpolation Methods of Daily Precipitation Stochastic Models Parameters. Application to Basins in Southern Spain. <\/td>\n<\/tr>\n | ||||||
| 940<\/td>\n | Downscaled Climate Change Impacts on Reference Evapotranspiration and Rainfall Deficits in Puerto Rico <\/td>\n<\/tr>\n | ||||||
| 950<\/td>\n | Exploratory Analysis of Snowpack in Washington State <\/td>\n<\/tr>\n | ||||||
| 975<\/td>\n | Collaborative Modeling Advances in Collaborative Modeling A Multi-Agency Federal Initiative on Collaborative Tools and Processes for US Water Solutions <\/td>\n<\/tr>\n | ||||||
| 981<\/td>\n | Developing Tools and a Graphical User Interface for the Regional Simulation Model <\/td>\n<\/tr>\n | ||||||
| 990<\/td>\n | Developing Operating Policies to Achieve Kissimmee Environmental Restoration <\/td>\n<\/tr>\n | ||||||
| 995<\/td>\n | Model Development Methodologies to Support Resource Management Decisions on the Willamette River <\/td>\n<\/tr>\n | ||||||
| 1001<\/td>\n | Multi-Platform Decision Support System <\/td>\n<\/tr>\n | ||||||
| 1006<\/td>\n | Reviewing Collaborative Modeling Efforts A Review of Computer-Aided Stakeholder Collaboration in Water Resources Planning and Management <\/td>\n<\/tr>\n | ||||||
| 1024<\/td>\n | Collaborative Modeling to Support the 2004 Arizona Water Settlements Act <\/td>\n<\/tr>\n | ||||||
| 1033<\/td>\n | Multi-Agency Cooperative Modeling on the Upper Rio Grande <\/td>\n<\/tr>\n | ||||||
| 1043<\/td>\n | Pilot Collaborative Modeling Study for Regulatory Issues on the James River <\/td>\n<\/tr>\n | ||||||
| 1048<\/td>\n | Computational Hydraulics 1D and 2D Hybrid Models for Hydrodynamics Applications I Flood and Shock Waves Simulation by Using Finite Volume Technique on Unstructured Meshes <\/td>\n<\/tr>\n | ||||||
| 1058<\/td>\n | Floodplain Analysis Using Computational Tools <\/td>\n<\/tr>\n | ||||||
| 1071<\/td>\n | GIS-Based Prediction of Hurricane Flood Inundation <\/td>\n<\/tr>\n | ||||||
| 1080<\/td>\n | One-Dimensional (1-D) vs Two-Dimensional (2-D) Hydraulic Modeling for Multiple Openings; A Case Study in Georgia for Comparsion and Calibration <\/td>\n<\/tr>\n | ||||||
| 1088<\/td>\n | Study on Inundation in the Coastal City Due to Heavy Rainfall Considering the Effect of Global Warming <\/td>\n<\/tr>\n | ||||||
| 1097<\/td>\n | 1D and 2D Hybrid Models for Hydrodynamics Applications II A New Flow Calculation Algorithm for Weir Box Culverts <\/td>\n<\/tr>\n | ||||||
| 1107<\/td>\n | Channel Morphology Tool (CMT): A GIS-Based Automated Extraction Model for Channel Geometry <\/td>\n<\/tr>\n | ||||||
| 1115<\/td>\n | Common Modeling Mistakes Using HEC-RAS <\/td>\n<\/tr>\n | ||||||
| 1125<\/td>\n | Finessing 1-D Hydraulic Models into 2-D Performance <\/td>\n<\/tr>\n | ||||||
| 1135<\/td>\n | Formulations for Wind-Driven Gas-Liquid Transfer Rate <\/td>\n<\/tr>\n | ||||||
| 1144<\/td>\n | Coastal and Ocean Modeling BEST3D ISG: A Bay\/Estuary Model to Simulate Hydrodynamics and Thermal and Salinity Transport in 3-Dimension: An Integrated Surface Water and Groundwater Model <\/td>\n<\/tr>\n | ||||||
| 1197<\/td>\n | Modeling Complex Flood Control Projects: A Hungarian Experience <\/td>\n<\/tr>\n | ||||||
| 1207<\/td>\n | Simulations of Morphodynamic Changes Due to Waves and Tides in an Estuary Using CCHE2D-Coast Model <\/td>\n<\/tr>\n | ||||||
| 1219<\/td>\n | Validation of the NOS Galveston Bay Nowcast\/Forecast System Hydrodynamic Models: Review and New Perspectives <\/td>\n<\/tr>\n | ||||||
| 1232<\/td>\n | Computational Modeling of Sediment Transport Processes Simulation of Soil Erosion and Sediment Transport Using a Physically-Based Integrated Surface-Subsurface Model <\/td>\n<\/tr>\n | ||||||
| 1244<\/td>\n | Two-Dimensional Hydrodynamic and Sediment Transport Modeling of the Lower Willamette River, Oregon <\/td>\n<\/tr>\n | ||||||
| 1258<\/td>\n | Two-Dimensional Simulation of Flow Hydraulics and Bed-Load Transport in a Mountain Gravel-Bed Stream: The Upper Spanish Creek <\/td>\n<\/tr>\n | ||||||
| 1268<\/td>\n | Numerical Modeling of Flow Around Hydraulic Structures An Investigation of Coherent Structures in the Wake of a Bridge Abutment at Equilibrium Bed Scour Conditions <\/td>\n<\/tr>\n | ||||||
| 1278<\/td>\n | Applying Mesh Adaption to Modeling Supercritical Flow <\/td>\n<\/tr>\n | ||||||
| 1300<\/td>\n | CFD Analysis of Supercritical Converging Flow Structure <\/td>\n<\/tr>\n | ||||||
| 1309<\/td>\n | Non-Hydrostatic Versus Hydrostatic Three Dimensional Simulation of Flow Separation over Bed Forms <\/td>\n<\/tr>\n | ||||||
| 1324<\/td>\n | Ecohydraulics Ecohydraulics I Ecohydrology, Habitat Restoration, and Catchment Hydrology: Findings from a Modeling and Extreme Value Analysis Study <\/td>\n<\/tr>\n | ||||||
| 1335<\/td>\n | Comparative Parameterization of Dissolved Oxygen by an Extended Stochastic Harmonic Analysis (ESHA) Algorithm <\/td>\n<\/tr>\n | ||||||
| 1346<\/td>\n | Thirsty Plants – Hydrological Changes Accompanying Removal of Invasive Plants at Midewin National Tallgrass Prairie <\/td>\n<\/tr>\n | ||||||
| 1355<\/td>\n | Ecohydraulics II A Laboratory Study of Streambed Stability in Bottomless Culverts <\/td>\n<\/tr>\n | ||||||
| 1365<\/td>\n | Atmospheric Reaeration in Open Channel Flow <\/td>\n<\/tr>\n | ||||||
| 1375<\/td>\n | Ecological Flow Assessment Techniques for Headwater Reaches <\/td>\n<\/tr>\n | ||||||
| 1385<\/td>\n | Using Bathymetric LiDAR and a 2-D Hydraulic Model to Identify Aquatic River Habitat <\/td>\n<\/tr>\n | ||||||
| 1403<\/td>\n | In-stream Structures for Habitat Enhancement Hydrodynamics of Flow in a Channel with Two Lateral Submerged Groynes <\/td>\n<\/tr>\n | ||||||
| 1414<\/td>\n | Modeling Trout Habitat Enhancement with Boulder Clusters in Caney Fork River, Tennessee <\/td>\n<\/tr>\n | ||||||
| 1428<\/td>\n | Toxicity of Particulates in Urban Stormwater on Indicator and Commercial Aquatic Species <\/td>\n<\/tr>\n | ||||||
| 1438<\/td>\n | Understanding the Importance of Turbulent Regimes for Fish Habitat: Beyond Turbulence Intensity <\/td>\n<\/tr>\n | ||||||
| 1444<\/td>\n | Education and Research Education and Research I Educating the Engineer of 2020: Humanities Requirements and Program Rank <\/td>\n<\/tr>\n | ||||||
| 1454<\/td>\n | Introducing Field Experiences into the Undergraduate Curriculum <\/td>\n<\/tr>\n | ||||||
| 1464<\/td>\n | Using International Water Studies to Attract Women to Science and Engineering Studies <\/td>\n<\/tr>\n | ||||||
| 1472<\/td>\n | Education and Research II Education is Everyone’s Business <\/td>\n<\/tr>\n | ||||||
| 1478<\/td>\n | Opportunities for the Water Resources Community in NASA’s Applied Sciences Program <\/td>\n<\/tr>\n | ||||||
| 1486<\/td>\n | Emerging Technologies Emerging and Innovative Technology Solutions for Water Resources and the Environment in Under-Developed Areas Entropy Based Optimization Model of Waste-Load Allocation <\/td>\n<\/tr>\n | ||||||
| 1496<\/td>\n | Using Science, Engineering, and Education to Address Water Supply Challenges in the Highlands of Guatemala <\/td>\n<\/tr>\n | ||||||
| 1503<\/td>\n | Inter-Disciplinary Modeling Frameworks Integrated Water Resources Analysis Using the Watershed Analyis Tool (HEC-WAT) <\/td>\n<\/tr>\n | ||||||
| 1515<\/td>\n | Using FRAMES to Manage Environmental and Water Resources <\/td>\n<\/tr>\n | ||||||
| 1532<\/td>\n | Remote Monitoring for Emergency Response and Natural Disasters Including Water Distribution Systems Emergency Response for Public Water Supplies after Hurricane Katrina <\/td>\n<\/tr>\n | ||||||
| 1541<\/td>\n | Watershed Monitoring Using a Non Line of Site Data Telemetry System <\/td>\n<\/tr>\n | ||||||
| 1550<\/td>\n | Endocrine Disruptor Chemicals in the Environment Occurrence, Fate and Transport I The Removal of Estrogens in Different Dairy Manure Treatments <\/td>\n<\/tr>\n | ||||||
| 1559<\/td>\n | Analytical Methods for Measuring Endocrine Disruptors and Pharmaceuticals <\/td>\n<\/tr>\n | ||||||
| 1563<\/td>\n | Occurrence and Risk Management of EDCs and PPCPs in Surface Waters <\/td>\n<\/tr>\n | ||||||
| 1568<\/td>\n | A Multi-Disciplinary Approach to the Removal of Emerging Contaminants in Municipal Wastewater Treatment Plants in New York State, 2003-2004 <\/td>\n<\/tr>\n | ||||||
| 1598<\/td>\n | Occurrence, Fate, and Transport II Evaluation of the Fate of Environmentally Relevant Micropollutants: Carbamazepine (CBZ), Iopromide (IOP), and Trimethoprim (TMP) <\/td>\n<\/tr>\n | ||||||
| 1611<\/td>\n | Occurrence of Estrogen Hormones in Environmental Systems <\/td>\n<\/tr>\n | ||||||
| 1620<\/td>\n | Role of Dissolved Organics on the Transport of Selected EDCs in Tropical Soils <\/td>\n<\/tr>\n | ||||||
| 1623<\/td>\n | Toxicology and Detection Incidence and Toxicological Significance of Selected Endocrine Disrupting Chemicals (EDCs) in Drinking Water <\/td>\n<\/tr>\n | ||||||
| 1632<\/td>\n | Rapid Water Sample Screening for Estrogenic Activity Using Live Yeast Cells <\/td>\n<\/tr>\n | ||||||
| 1640<\/td>\n | Role of Oxidation in the Removal of Endocrine Disruptors and Pharmaceuticals during Water Treatment Processes <\/td>\n<\/tr>\n | ||||||
| 1644<\/td>\n | Thyroid Receptor-Mediated Transcriptional Activity in Environmentally Relevant Wastewater <\/td>\n<\/tr>\n | ||||||
| 1650<\/td>\n | Environmental Engineering and Public Health Air Quality Issues Ammonia Emissions from Poultry Houses and Its Fate – A Modeling Study <\/td>\n<\/tr>\n | ||||||
| 1658<\/td>\n | Impact of Federally-Mandated Emission Controls on Ambient Air SO2 and NOx Concentrations in Tampa, FL, USA <\/td>\n<\/tr>\n | ||||||
| 1668<\/td>\n | Modeling Air Emissions from Wastewater Treatment Operations <\/td>\n<\/tr>\n | ||||||
| 1673<\/td>\n | Modeling Ammonia and Odor Emissions from Livestock and Poultry Facilities: A Review <\/td>\n<\/tr>\n | ||||||
| 1682<\/td>\n | Environmental and Public Health Interrelationships Environmental Controls on the Transport of Bacteria in Estuaries: Human Health Implications of Sediment Transport and Hurricanes <\/td>\n<\/tr>\n | ||||||
| 1687<\/td>\n | DC WASA and Lead in Drinking Water: A Case Study <\/td>\n<\/tr>\n | ||||||
| 1718<\/td>\n | Tetrachloroethylene (PCE) Exposure Reconstruction for an Epidemiologic Study: The Effect of Historical Supply-Well Schedule Variation on Arrival Time <\/td>\n<\/tr>\n | ||||||
| 1728<\/td>\n | Urban Runoff as a Public Health Concern in the Greater Milwaukee Area <\/td>\n<\/tr>\n | ||||||
| 1738<\/td>\n | Using Uncertainty Analysis to Reconstruct Historical Tetrachloroethylene (PCE) Exposure for an Epidemiological Study <\/td>\n<\/tr>\n | ||||||
| 1747<\/td>\n | Virus Sorption and Transport in Saturated Sediments as Influenced by Salinity and Soluble Organic Matter <\/td>\n<\/tr>\n | ||||||
| 1757<\/td>\n | Environmental Permitting Air Permitting of IGCC Plants <\/td>\n<\/tr>\n | ||||||
| 1765<\/td>\n | Environmental Permitting of Industrial Facilities – A Review of Requirements <\/td>\n<\/tr>\n | ||||||
| 1772<\/td>\n | Maximizing Benefits from Municipal Wastewater Treatment Plant Air Permits <\/td>\n<\/tr>\n | ||||||
| 1782<\/td>\n | Environmental Processes and Technologies Infiltration Effects of Polyacrylamide Adsorption on Porous Media <\/td>\n<\/tr>\n | ||||||
| 1788<\/td>\n | Solid Waste Management Innovative Disaster Debris Management: HaulPass™-Electronic Debris Management System <\/td>\n<\/tr>\n | ||||||
| 1796<\/td>\n | Urban Infilling Impacts on Solid Waste Facilities <\/td>\n<\/tr>\n | ||||||
| 1803<\/td>\n | Evolutionary Computation Environmental Systems Applications Evolutionary Algorithms-Based Grid Computational Framework for Solving Groundwater Characterization Problems <\/td>\n<\/tr>\n | ||||||
| 1810<\/td>\n | Interactive Multi-Objective Inverse Groundwater Modeling for the WIPP Site <\/td>\n<\/tr>\n | ||||||
| 1821<\/td>\n | Multi-Case EPR Strategy for the Development of Sewer Failure Performance Indicators <\/td>\n<\/tr>\n | ||||||
| 1833<\/td>\n | Methodological Advances and Theory An Intelligent Hybrid Genetic Annealing Neural Network Algorithms for Runoff Forecasting <\/td>\n<\/tr>\n | ||||||
| 1859<\/td>\n | Competent Optimization of Water Supply Problems under Uncertainty by Evolution Strategies <\/td>\n<\/tr>\n | ||||||
| 1867<\/td>\n | Computer-Based Educational Module for Exploring Genetic Algorithms in Surface Water Systems Analysis <\/td>\n<\/tr>\n | ||||||
| 1883<\/td>\n | Evaluation of the Performance and Parameter Sensitivity of Constraint-Handling Techniques for a Genetic Algorithm-Based Irrigation Canal Network Management Problem <\/td>\n<\/tr>\n | ||||||
| 1894<\/td>\n | Poster Session Performance Study of Parallel Algorithms in pWASH123D <\/td>\n<\/tr>\n | ||||||
| 1908<\/td>\n | Rapid Floodplain Delineation <\/td>\n<\/tr>\n | ||||||
| 1918<\/td>\n | Surface Water Systems Applications Evaluating Optimal Detention Pond Locations at a Watershed Scale <\/td>\n<\/tr>\n | ||||||
| 1926<\/td>\n | Multi-Objective Optimal Control Model for Watershed Management Using SWAT and NSGA-II <\/td>\n<\/tr>\n | ||||||
| 1936<\/td>\n | Multiobjective Optimization for Optimal Design of Urban Drainage Systems <\/td>\n<\/tr>\n | ||||||
| 1946<\/td>\n | River Water Quality Management with Conflicting Objectives: A Case Study <\/td>\n<\/tr>\n | ||||||
| 1956<\/td>\n | Groundwater Hydrology, Quality, and Management Groundwater – Surface Water Interaction I Coupling Approaches for Surface Water and Groundwater Interactions in Watershed Modeling <\/td>\n<\/tr>\n | ||||||
| 1977<\/td>\n | Development of an Integrated Surface Water-Groundwater Model for Wetland Restoration and Habitat Evaluation in a Southwest Florida Basin Using MIKE SHE Part II- Development of a Regional Scale Model <\/td>\n<\/tr>\n | ||||||
| 1987<\/td>\n | Simulation of Rainfall-Runoff in the Deep Hollow Lake Watershed Using an Integrated Surface-Subsurface Flow Model <\/td>\n<\/tr>\n | ||||||
| 1999<\/td>\n | Groundwater – Surface Water Interaction II Analysis of Techniques to Limit Saltwater Intrusion in Coastal Aquifers <\/td>\n<\/tr>\n | ||||||
| 2007<\/td>\n | Analytical Groundwater Modeling for Estimating Sustainable Yield of Iao Aquifer, Maui, Hawaii <\/td>\n<\/tr>\n | ||||||
| 2017<\/td>\n | Evaluating the Water Resource Interactions Sustaining a Dolomite Prairie Habitat at Lockport Prairie, Illinois <\/td>\n<\/tr>\n | ||||||
| 2027<\/td>\n | Lattice Boltzmann Method in Saltwater Intrusion Modeling <\/td>\n<\/tr>\n | ||||||
| 2037<\/td>\n | Groundwater Characterization and Monitoring Network Design Optimization of Well Placement in Groundwater Long Term Monitoring Networks <\/td>\n<\/tr>\n | ||||||
| 2039<\/td>\n | Optimizing a Groundwater Level Monitoring Network for Wellfield Management <\/td>\n<\/tr>\n | ||||||
| 2049<\/td>\n | A Framework for Visually Interactive Decision-Making and Design Using Evolutionary Multiobjective Optimization (VIDEO) <\/td>\n<\/tr>\n | ||||||
| 2055<\/td>\n | Groundwater Hydrology & Quality Modeling I Numerical Modeling of Reactive Chemical Transport under Non-Isothermal Conditions in Porous and Fractured Media <\/td>\n<\/tr>\n | ||||||
| 2071<\/td>\n | Space and Time Issues in Comparison and Evaluation of Different Pesticide Transport Models in the Vadose Zone <\/td>\n<\/tr>\n | ||||||
| 2080<\/td>\n | Using Wavelet Analysis to Identify Dominant Scales of Subsurface Flow and Transport <\/td>\n<\/tr>\n | ||||||
| 2089<\/td>\n | Groundwater Hydrology & Quality Modeling II Analysis of Canal Pumping Test Adjacent to Everglades National Park Using a One-Dimensional Flow Model Considering Storage and Skin Effect in a Finite-Width Sink <\/td>\n<\/tr>\n | ||||||
| 2100<\/td>\n | Analytical Solutions for Coupled Reactive Transport Equations <\/td>\n<\/tr>\n | ||||||
| 2101<\/td>\n | Land Acquistion Study at Paducah Gaseous Diffusion Plant Site Using MODFLOWT Modeling <\/td>\n<\/tr>\n | ||||||
| 2109<\/td>\n | Spectral Analysis of Total Coliform in a Stream in East Tennessee <\/td>\n<\/tr>\n | ||||||
| 2118<\/td>\n | Groundwater Hydrology & Quality Modeling III Class I Injection Wells in Southeast Florida: Evaluation and Preliminary Modeling <\/td>\n<\/tr>\n | ||||||
| 2129<\/td>\n | DRASTIC Modeling for Vulnerability Assessment Using ArcGIS <\/td>\n<\/tr>\n | ||||||
| 2137<\/td>\n | One Dimensional Transient Flow in a Finite Fractured Aquifer under Constant Discharge Condition <\/td>\n<\/tr>\n | ||||||
| 2149<\/td>\n | Partial Abandonment of Groundwater Wells: A Non-Treatment Method to Mitigate for High Arsenic Levels <\/td>\n<\/tr>\n | ||||||
| 2159<\/td>\n | Groundwater Management Alternative Ground-water Management Algorithms for a Large-Scale Transient Problem <\/td>\n<\/tr>\n | ||||||
| 2169<\/td>\n | Optimal Resource Allocation for the Cleanup of Petroleum Contaminated Sites <\/td>\n<\/tr>\n | ||||||
| 2170<\/td>\n | Optimizing Groundwater Supply with Land Subsidence Limit <\/td>\n<\/tr>\n | ||||||
| 2186<\/td>\n | Primer on Groundwater Law in the United States <\/td>\n<\/tr>\n | ||||||
| 2196<\/td>\n | Groundwater Management\/Modeling under Uncertainty I Probabilistic Analysis of Pesticide Transport in Shallow Groundwater at Oatland Island, Georgia <\/td>\n<\/tr>\n | ||||||
| 2210<\/td>\n | Quasi Stochastic Modeling as a Ground Water Investigation Tool and Guide for Collecting Model Calibration Data <\/td>\n<\/tr>\n | ||||||
| 2225<\/td>\n | Systematic Evaluation of the Costs and Benefits of Field Conditioning in Robust Remediation Design <\/td>\n<\/tr>\n | ||||||
| 2235<\/td>\n | Groundwater Management under Uncertainty II A Stochastic Optimization Model for Managing Water Supply Operations <\/td>\n<\/tr>\n | ||||||
| 2241<\/td>\n | Benefit-Cost Analysis for Groundwater Remediation Considering Socio-Economic Measures <\/td>\n<\/tr>\n | ||||||
| 2251<\/td>\n | Conditioning a Robust Remediation Design Using the Concept of Scaled Likelihood <\/td>\n<\/tr>\n | ||||||
| 2260<\/td>\n | Modeling Fort Ord Site OU2’s Remediation System Using Optimization <\/td>\n<\/tr>\n | ||||||
| 2262<\/td>\n | Groundwater Remediation Economic and Environmental Benefits of Using a Wind Turbine to Power a Groundwater Remediation System <\/td>\n<\/tr>\n | ||||||
| 2269<\/td>\n | Enhanced Biological Degradation Groundwater Remediation Project 60 Minute Cleaners – College Parkway, Fort Myers, Lee County, Florida <\/td>\n<\/tr>\n | ||||||
| 2279<\/td>\n | Re-Evaluation of a Conceptual Site Model to Accelerate Remediation of Metals in Groundwater <\/td>\n<\/tr>\n | ||||||
| 2290<\/td>\n | Sparing the ROD and Unspoiling the Groundwater : A Superfund Landfill Groundwater Remediation Success in Vermont <\/td>\n<\/tr>\n | ||||||
| 2299<\/td>\n | Groundwater Symposium Posters Prototype Development Of Three Bi-Directional Autonomous Groundwater\/Surface Water Seepage Meters <\/td>\n<\/tr>\n | ||||||
| 2307<\/td>\n | Plenary Session \u2014 Pioneers in Groundwater Groundwater Goes Computational: My Role <\/td>\n<\/tr>\n | ||||||
| 2310<\/td>\n | Tutorial: New Standards for Probabilistic Fitting of Saturated Hydraulic Conductivity New Standards for Probabilistic Fiftting of Saturated Hydraulic Conductivity <\/td>\n<\/tr>\n | ||||||
| 2317<\/td>\n | History & Heritage History of Environmental Education\/ Research Programs and River Control Impacts Over a Century of Educating Sanitary\/Environmental Engineers at the University of Texas at Austin <\/td>\n<\/tr>\n | ||||||
| 2327<\/td>\n | History of Experimental Watershed Research in the US I History of the USDA-ARS Experimental Watersheds on the Washita River, Oklahoma <\/td>\n<\/tr>\n | ||||||
| 2329<\/td>\n | History of Experimental Watershed Research in the US II Summary and Pictures of the 1900 Galveston Hurricane Destruction and Engineering the Galveston Seawall and Grade-Raising <\/td>\n<\/tr>\n | ||||||
| 2336<\/td>\n | International Issues Conflicts Over Water: International Perspective Considering Change: International Regulation of the Lake Ontario – St. Lawrence River System <\/td>\n<\/tr>\n | ||||||
| 2346<\/td>\n | Dealing with Conflict on How to Operate Multi-Purpose Reservoirs: A Case Study <\/td>\n<\/tr>\n | ||||||
| 2356<\/td>\n | Strategic Insights into the Jordan River Conflict <\/td>\n<\/tr>\n | ||||||
| 2366<\/td>\n | The Tragedy and Redemption of the Iraqi Marshlands: Ecocide as Genocide <\/td>\n<\/tr>\n | ||||||
| 2375<\/td>\n | International Case Studies in Water Management Prediction of Monsoon Rainfall Using Large Scale Climate Signals: A Case Study <\/td>\n<\/tr>\n | ||||||
| 2384<\/td>\n | Water Resources Planning and Management Problems Induced by Rapid Changing Institutional Environment: A Case Study of China <\/td>\n<\/tr>\n | ||||||
| 2390<\/td>\n | Water-Sharing between India and Pakistan: A Critical Evaluation of the Indus Water Treaty <\/td>\n<\/tr>\n | ||||||
| 2405<\/td>\n | Whole Basin Water Resources Planning Model for the Rio Grande\/Bravo <\/td>\n<\/tr>\n | ||||||
| 2414<\/td>\n | International Conservation Issues Assessment of the Mangrove Ecosystem at S\u00c3\u00a3o Luis, Maranh\u00c3\u00a3o, Brazil <\/td>\n<\/tr>\n | ||||||
| 2420<\/td>\n | Transboundary Water Resources: Hydrodiplomacy for Peace in the Middle East <\/td>\n<\/tr>\n | ||||||
| 2438<\/td>\n | Transboundary Issues Cooperative Game Theory for Transboundary River Basins: The Syr Darya Basin <\/td>\n<\/tr>\n | ||||||
| 2448<\/td>\n | Multi-Objective Modeling to Improve Wetland Diversity around Lake Ontario <\/td>\n<\/tr>\n | ||||||
| 2458<\/td>\n | Public Participation in the Lake Ontario – St. Lawrence River Study <\/td>\n<\/tr>\n | ||||||
| 2467<\/td>\n | Recent Trends in Comprehensive Transboundary Water Quality Management with a Focus on European Developments <\/td>\n<\/tr>\n | ||||||
| 2472<\/td>\n | Irrigation and Drainage Crop\/Plant ET Modeling on a Field and Watershed Scale Crop Water Requirements of Mature Blueberries in Florida <\/td>\n<\/tr>\n | ||||||
| 2484<\/td>\n | Determining Irrigation Scheduling for Cotton and Peanut Using Cropping System Models <\/td>\n<\/tr>\n | ||||||
| 2494<\/td>\n | Estimation of ET Based on Reconstructed Atmospheric Conditions and Remotely Sensed Information Over Last Chance Creek Watershed, Feather River Basin, California <\/td>\n<\/tr>\n | ||||||
| 2503<\/td>\n | Net Radiation Estimations in Evapotranspiration Research over Different Canopy Surfaces in a Humid Climate <\/td>\n<\/tr>\n | ||||||
| 2512<\/td>\n | Impact of Weather Station and Data Quality Control on ET Estimation Impact of Weather Station Fetch Distance on Reference Evapotranspiration Calculation <\/td>\n<\/tr>\n | ||||||
| 2526<\/td>\n | Polymeric Geosynthetic Barriers Promote Irrigation Canal Efficiency and Installation Options <\/td>\n<\/tr>\n | ||||||
| 2536<\/td>\n | Pressure-Based Modeling for Reclaimed Water Systems <\/td>\n<\/tr>\n | ||||||
| 2549<\/td>\n | Satellite Remote Sensing Based Estimation of Land Surface Evapotranspiration in Great Plains <\/td>\n<\/tr>\n | ||||||
| 2559<\/td>\n | Incorporating Geomorphic Features into Agricultural Drainage Canals to Enhance Water Quality & Ecological Function Addition of Organic Matter to Agricultural Ditch Soils to be Used as Constructed Wetlands for Nitrate Treatment <\/td>\n<\/tr>\n | ||||||
| 2567<\/td>\n | Channel Evolution and Sediment Transport in a Restored Sand Bed Stream <\/td>\n<\/tr>\n | ||||||
| 2577<\/td>\n | Comparing Design Methods for Restoring Small Streams in NC’s Coastal Plain <\/td>\n<\/tr>\n | ||||||
| 2587<\/td>\n | The Development, Function and Benefits of Fluvial Benches in Agricultural Drainage Ditches in Ohio. <\/td>\n<\/tr>\n | ||||||
| 2597<\/td>\n | Irrigation Management Practices for Turf Evaluation and Demonstration of Evapotranspiration-Based Irrigation Controllers <\/td>\n<\/tr>\n | ||||||
| 2616<\/td>\n | Evaluation of Evapotranspiration and Soil Moisture-Based Irrigation Control on Turfgrass <\/td>\n<\/tr>\n | ||||||
| 2637<\/td>\n | Overview of New Technology in Water Application for Ornamental Plant Production <\/td>\n<\/tr>\n | ||||||
| 2648<\/td>\n | Temperature Increase on Synthetic Turf Grass <\/td>\n<\/tr>\n | ||||||
| 2668<\/td>\n | Irrigation Management with Limited Water Evaluating Alternative Water Allocation Strategies for Maximizing Returns to Irrigation for Wheat in the Texas Panhandle under Declining Water Availability <\/td>\n<\/tr>\n | ||||||
| 2678<\/td>\n | Evapotranspiration of Deficit Irrigated Sorghum <\/td>\n<\/tr>\n | ||||||
| 2688<\/td>\n | Implications of Groundwater Conservation Policies: An Economic Analysis <\/td>\n<\/tr>\n | ||||||
| 2698<\/td>\n | Irrigation Management Strategies for Cotton Production in the Texas Panhandle <\/td>\n<\/tr>\n | ||||||
| 2708<\/td>\n | Management and Simulation of Surface Runoff Calculating the Spread of Pavement Runoff at Barrier Wall Installations <\/td>\n<\/tr>\n | ||||||
| 2716<\/td>\n | Conversion of a Drainage Ditch to Constructed Wetlands to Treat Stormwater Runoff <\/td>\n<\/tr>\n | ||||||
| 2724<\/td>\n | Unit Hydrographs for Small Watersheds in Texas Using Particle-Tracking <\/td>\n<\/tr>\n | ||||||
| 2738<\/td>\n | Use of Trashracks as Anti Vortex Structures at Submerged Intakes <\/td>\n<\/tr>\n | ||||||
| 2749<\/td>\n | IWRM Planning & Management I, II, III, IV IWRM Planning & Management Developing National and Sub-National Sustainable Water Resource Indicators <\/td>\n<\/tr>\n | ||||||
| 2767<\/td>\n | Georgia’s Comprehensive State Water Plan: The Reasons and Procedures for Developing the Plan <\/td>\n<\/tr>\n | ||||||
| 2776<\/td>\n | Integrated Water Resources Management\u2014South Florida’s Experience <\/td>\n<\/tr>\n | ||||||
| 2789<\/td>\n | Integrating Water and Energy Resource Management: Progress and Opportunities <\/td>\n<\/tr>\n | ||||||
| 2806<\/td>\n | Is the Current Approach to Managing Flood Threats in the United States Sustainable? <\/td>\n<\/tr>\n | ||||||
| 2816<\/td>\n | The Sustainable Water Resources Roundtable: A Self-Generated Multi-Stakeholder Process and Its Work <\/td>\n<\/tr>\n | ||||||
| 2827<\/td>\n | IWRM Systems Analysis I, II, III, IV IWRM Systems Analysis Application of the South Florida Regional Simulation Model (SFRSM) to Palm Beach County, Florida <\/td>\n<\/tr>\n | ||||||
| 2842<\/td>\n | System Dynamics Modeling of the Conjunctive-Use of Surface and Subsurface Water <\/td>\n<\/tr>\n | ||||||
| 2853<\/td>\n | The Use of HydroWAMIT and WASP for Modeling Large Scale Watersheds in New Jersey <\/td>\n<\/tr>\n | ||||||
| 2863<\/td>\n | Landscape Architecture Landscape Architecture Can I Live Here? New Approaches to Landscaping and Management of Stormwater Systems <\/td>\n<\/tr>\n | ||||||
| 2873<\/td>\n | Green Building Starts from the Soil Up, Literally <\/td>\n<\/tr>\n | ||||||
| 2881<\/td>\n | Stapleton’s Northfield Ponds \u2014 Landscape Architecture, Ecology and Engineering <\/td>\n<\/tr>\n | ||||||
| 2892<\/td>\n | Sustainable Sites: Translating Research into a Practical Guide for Decision Making <\/td>\n<\/tr>\n | ||||||
| 2895<\/td>\n | Local Florida Issues Analysis and Monitoring in Florida An Application of the Analytic Element Method to the Cross Sectional Modeling of Levee Seepage from the Everglades National Park <\/td>\n<\/tr>\n | ||||||
| 2907<\/td>\n | Hydrologic Monitoring Network in Central and South Florida <\/td>\n<\/tr>\n | ||||||
| 2920<\/td>\n | Restoration, Challenges, and Modeling Kissimmee River Basin Restoration: Analysis of Fractional Vegetation Cover and Latent Heat Dynamics Using MODIS Data <\/td>\n<\/tr>\n | ||||||
| 2930<\/td>\n | SJRWMD Arc Hydro: Community-Based Data Sharing for Water Resources Modeling <\/td>\n<\/tr>\n | ||||||
| 2940<\/td>\n | The Water Management Legacy of the Central and Southern Florida Project and Future Operational Challenges of the Comprehensive Everglades Restoration Plan (CERP) and Acceler8 Projects <\/td>\n<\/tr>\n | ||||||
| 2950<\/td>\n | Stormwater Treatment and Reuse An Assessment of Green Roof Stormwater Treatment Systems for Stormwater Volume Reduction <\/td>\n<\/tr>\n | ||||||
| 2969<\/td>\n | Evaluation of Facilities Alternatives for Spreading Stormwater Flows Overland to Promote Large Scale Wetlands Rehabilitation <\/td>\n<\/tr>\n | ||||||
| 2974<\/td>\n | Nubbin Slough and Taylor Creek Stormwater Treatment Areas \u2014 Post Construction Report <\/td>\n<\/tr>\n | ||||||
| 2985<\/td>\n | Miscellaneous Miscellaneous Effect of Inhibitors on Iron, Copper, and Lead Release in a Changing Water Environment <\/td>\n<\/tr>\n | ||||||
| 2995<\/td>\n | Effect of Soluble Microbial Products on Simultaneous Nitrification-Denitrification in MBRs <\/td>\n<\/tr>\n | ||||||
| 3005<\/td>\n | Investigating the Application of Channel Boundary Conditions for Model Calibration and Validation <\/td>\n<\/tr>\n | ||||||
| 3019<\/td>\n | NEXRAD Application and Data Analysis Comparison of Rain Gauge and NEXRAD Datasets Comparison of Gage vs Multi-Sensor (Radar plus Gage) Precipitation Estimates for Midwestern United States Counties <\/td>\n<\/tr>\n | ||||||
| 3029<\/td>\n | Comparisons between NEXRAD Radar and Tipping-Bucket Gage Rainfall Data: A Case Study for DuPage County, Illinois <\/td>\n<\/tr>\n | ||||||
| 3043<\/td>\n | Developing a Relationship between Radar and Rain Gauge Datasets in Central and South Florida <\/td>\n<\/tr>\n | ||||||
| 3057<\/td>\n | Rainfall Variation Within a 4 km x 4 km Area in Western Puerto Rico <\/td>\n<\/tr>\n | ||||||
| 3067<\/td>\n | Gauge Adjustment Methods for NEXRAD Estimates An Intercomparison between Mean Areal Precipitation from Gauges and a Mulit- Sensor Procedure <\/td>\n<\/tr>\n | ||||||
| 3077<\/td>\n | Evaluation of Rain Gauge Network Density and NEXRAD Rainfall Accuracy <\/td>\n<\/tr>\n | ||||||
| 3089<\/td>\n | Hydro-NEXRAD Radar-Rainfall Estimation Algorithm Development, Testing and Evaluation <\/td>\n<\/tr>\n | ||||||
| 3098<\/td>\n | Improving the Consistency of Basin-Average Radar and Rain Gauge Rainfall Datasets in Central and South Florida <\/td>\n<\/tr>\n | ||||||
| 3105<\/td>\n | Geo-Spatial Analysis of NEXRAD Data Geo-Spatial Analysis of NEXRAD Rainfall Data for Central and South Florida <\/td>\n<\/tr>\n | ||||||
| 3120<\/td>\n | Geostatistics for Identifying and Reducing Artifacts in Rainfall Grids from Doppler Radar Data <\/td>\n<\/tr>\n | ||||||
| 3132<\/td>\n | Hydro-NEXRAD Metadata Computation and Use <\/td>\n<\/tr>\n | ||||||
| 3141<\/td>\n | Sources of NEXRAD and Multisensor Precipitation Estimates and Their Functional Characteristics <\/td>\n<\/tr>\n | ||||||
| 3151<\/td>\n | NEXRAD Application in Hydrology Effect of Radar-Rainfall Errors on Rainfall-Runoff Modeling <\/td>\n<\/tr>\n | ||||||
| 3162<\/td>\n | Evaluation of the Spatial Structure of Storms and the Development of Design Storms <\/td>\n<\/tr>\n | ||||||
| 3172<\/td>\n | Impact of Using Radar Rainfall Data in Water Budgets for South Florida Stormwater Treatment Areas <\/td>\n<\/tr>\n | ||||||
| 3185<\/td>\n | Towards Better Utilization of NEXRAD Data in Hydrology: An Overview of Hydro-NEXRAD <\/td>\n<\/tr>\n | ||||||
| 3193<\/td>\n | NSF Environmental Observatories Test Beds for Environmental Observatories I An Environmental Information System for Hypoxia in Corpus Christi Bay: A WATERS Network Testbed <\/td>\n<\/tr>\n | ||||||
| 3207<\/td>\n | Clear Creek Environmental Hydrologic Observatory: Adaptive Sensor Network <\/td>\n<\/tr>\n | ||||||
| 3217<\/td>\n | Near Real-Time Sensing of Clear Creek Water Quality <\/td>\n<\/tr>\n | ||||||
| 3226<\/td>\n | The Clear Creek Hydrologic\/Environmental Observatory <\/td>\n<\/tr>\n | ||||||
| 3231<\/td>\n | Test Beds for Environmental Observatories II A Synthesis of Community Data and Modeling for Advancing River Basin Science: The Evolving Susquehanna River Basin Experiment <\/td>\n<\/tr>\n | ||||||
| 3238<\/td>\n | Wireless Technologies and Embedded Networked Sensing: Application to Integrated Urban Water Quality Management <\/td>\n<\/tr>\n | ||||||
| 3249<\/td>\n | Posters Posters An Intercomparison of Precipitation Values from the OneRain Corporation Algorithm and the National Weather Service Procedure <\/td>\n<\/tr>\n | ||||||
| 3259<\/td>\n | Analyzing Rainfall Uncertainty on Salinity Forecasting Within the Barataria Bay Estuary <\/td>\n<\/tr>\n | ||||||
| 3276<\/td>\n | Geo-Spatial HSPF Model Creation: Toward a Digital Watershed <\/td>\n<\/tr>\n | ||||||
| 3281<\/td>\n | GIS-Based 1-d Diffusive Wave Overland Flow Model <\/td>\n<\/tr>\n | ||||||
| 3290<\/td>\n | Implementation of the Regional Simulation Model in Miami-Dade County, Florida <\/td>\n<\/tr>\n | ||||||
| 3303<\/td>\n | Land Use Analysis to Determine the Present and Future Threats to the Water Resources Sustaining a Dolomite Prairie at Lockport, Illinois <\/td>\n<\/tr>\n | ||||||
| 3315<\/td>\n | Mexico-US Cross-Border Resolution of Waste Tire Disposal <\/td>\n<\/tr>\n | ||||||
| 3328<\/td>\n | NEXRAD Flood Warning System and Floodplain Library for Houston, TX <\/td>\n<\/tr>\n | ||||||
| 3338<\/td>\n | Source Control or Traditional BMPs? An Assessment of Stormwater Quality Benefits and Costs in Auckland City (New Zealand) <\/td>\n<\/tr>\n | ||||||
| 3355<\/td>\n | The ASCE\/EWRI Impervious Surface Task Committee <\/td>\n<\/tr>\n | ||||||
| 3362<\/td>\n | Water Management Advantages of Comprehensive Representation of Wetlands in an Integrated HSPF-Modflow Hydrologic Model <\/td>\n<\/tr>\n | ||||||
| 3384<\/td>\n | Probabilistic Approaches in Watersheds Hydrologic Processes Comprehensive Framework for Water Resources Degradation in the lower Boise River <\/td>\n<\/tr>\n | ||||||
| 3400<\/td>\n | Frequency Analysis by Bootstrap, SIR Algorithm, and Parametric Method <\/td>\n<\/tr>\n | ||||||
| 3410<\/td>\n | On the Use of Ensemble Kalman Filters to Predict Stream Discharge at Barton Springs, Edwards Aquifer, Texas <\/td>\n<\/tr>\n | ||||||
| 3420<\/td>\n | Modeling BMPs & Low Impact Development Statistical Evaluation of BMP Effectiveness in Reducing Sediment Impairment in Mermentau River Basin <\/td>\n<\/tr>\n | ||||||
| 3430<\/td>\n | Sediment Transport A Simplified Stochastic Jump Model for Suspended Sediment Movement during Floods <\/td>\n<\/tr>\n | ||||||
| 3439<\/td>\n | Urban Stormwater Management Main Issues for Gathering and Compiling Data Necessary for TMDL Modeling Efforts <\/td>\n<\/tr>\n | ||||||
| 3451<\/td>\n | Rainwater Harvesting Systems in Metropolitan Area Using Probabilistic Approaches <\/td>\n<\/tr>\n | ||||||
| 3463<\/td>\n | Water-Quality Modeling Predictive Uncertainty and Parameter Sensitivity of a Sediment-Flux Model: Nitrogen Flux and Sediment Oxygen Demand <\/td>\n<\/tr>\n | ||||||
| 3473<\/td>\n | Watershed Management A Spatio-Temporal Assessment Framework for Assessment of Water Quality Data <\/td>\n<\/tr>\n | ||||||
| 3487<\/td>\n | Assessing the Impact of BMP Performance Uncertainties in TMDL Allocation <\/td>\n<\/tr>\n | ||||||
| 3495<\/td>\n | Sensitivity Analysis of Model Predictions for Phosphorus Transport in Watersheds <\/td>\n<\/tr>\n | ||||||
| 3502<\/td>\n | Research Frontiers (Applied Research) in Environmental & Water Resources Engineering & Science Advances in Environmental Information Management Risk and Consequence Analysis Focused on Biological Invasions Potentially Associated with Surface Water Transfers from the Missouri River to the Red River Basins <\/td>\n<\/tr>\n | ||||||
| 3510<\/td>\n | Using Econometric Forecasting of Individual Landowner Decisions to Identify Parcels for Ecosystem Restoration, Land Preservation or Transportation Design <\/td>\n<\/tr>\n | ||||||
| 3520<\/td>\n | Advances in Groundwater and Soil Remediation Enhancing TCE Biodegradation by Using Agricultural Byproducts in Biobarrier System <\/td>\n<\/tr>\n | ||||||
| 3530<\/td>\n | Evaluation of Compost Materials for TCE Biodegradation in Shallow Groundwater <\/td>\n<\/tr>\n | ||||||
| 3540<\/td>\n | Experimental Analysis of Soil Stabilizers Used for Contamination Control at Hanford\u2019s Burial Grounds <\/td>\n<\/tr>\n | ||||||
| 3550<\/td>\n | Performance Measures for Comparison of Determining Post Closure Care (PCC) Period in Landfills <\/td>\n<\/tr>\n | ||||||
| 3560<\/td>\n | Advances in Hydraulics and Hydrology I Celerity and Attenuation\/Amplification of Supercritical Flow Waves <\/td>\n<\/tr>\n | ||||||
| 3570<\/td>\n | Hydrologic Information System for Greenfield Site Development and Management <\/td>\n<\/tr>\n | ||||||
| 3578<\/td>\n | Reducing Pump Submergence with Formed Suction Inlets <\/td>\n<\/tr>\n | ||||||
| 3586<\/td>\n | Deriving Wetland Stage-Storage Relationships from GIS Areas <\/td>\n<\/tr>\n | ||||||
| 3597<\/td>\n | Advances in Hydraulics and Hydrology II Estimation of Long-Term Reference Evapotranspiration from Regional Climate Model Datasets <\/td>\n<\/tr>\n | ||||||
| 3610<\/td>\n | Spatial Discretization of Large Urban Watersheds <\/td>\n<\/tr>\n | ||||||
| 3620<\/td>\n | Advances in Molecular Biology and Microbiology for Environmental Assessment FISH-RiboSyn: A Rapid Approach for Determining the Specific Growth Rate of a Distinct Microbial Population in a Mixed Culture <\/td>\n<\/tr>\n | ||||||
| 3629<\/td>\n | Molecular Mechanisms of Microbial Resistance to Unfavorable Environmental Conditions in Heavy Metal Bioremediation: Organic Solvents as Co-Contaminants in Groundwater <\/td>\n<\/tr>\n | ||||||
| 3644<\/td>\n | RiboSyn is a New Method for Measuring Specific Growth Rates of Distinct Microbial Populations in Natural Systems <\/td>\n<\/tr>\n | ||||||
| 3652<\/td>\n | Advances in Wastewater and Stormwater Treatment Mass Transfer Behavior of Media for Treatment of Stormwater Phosphorus <\/td>\n<\/tr>\n | ||||||
| 3662<\/td>\n | Pilot Test Comparison of Six Different Membrane Bioreactors <\/td>\n<\/tr>\n | ||||||
| 3672<\/td>\n | Redox Control Bioreactor for Enhanced Nitrogen Removal from Septic Tank Effluent <\/td>\n<\/tr>\n | ||||||
| 3677<\/td>\n | Applied Research in Water, Wastewater and Stormwater Issues Poster Session Estimation of Evapotranspiration and Water Budget Components Using Continuous Soil Moisture and Water Table Monitoring <\/td>\n<\/tr>\n | ||||||
| 3700<\/td>\n | Vadose Zone Evapotranspiration Distribution Using One-Dimensional Analysis and Conceptualization for Integrated Modeling <\/td>\n<\/tr>\n | ||||||
| 3710<\/td>\n | Optimization of Groundwater Extraction-and-Treatment Systems Using Differential Evolution (DE) Algorithm <\/td>\n<\/tr>\n | ||||||
| 3719<\/td>\n | Prediction of the Behaviour of Large Vortex Drop Structures in Municipal Sewerage Systems <\/td>\n<\/tr>\n | ||||||
| 3729<\/td>\n | RT-RiboSyn Used to Investigate the Specific Growth Rate of Methanogenic Populations in Anaerobic Digesters <\/td>\n<\/tr>\n | ||||||
| 3736<\/td>\n | Fate and Removal of Environmental Pollutants Dispersion in Constructed Channel Wetlands Designed to Treat Aquaculture Effluents in the Semi-Arid Environment of South Texas <\/td>\n<\/tr>\n | ||||||
| 3744<\/td>\n | The Use of a Novel Aerobic Wetland to Reduce Agricultural Pollutants Associated with Subsurface Tile Drainage <\/td>\n<\/tr>\n | ||||||
| 3756<\/td>\n | Hydraulic Modeling and Ecosystems Calibration of HSPF Using Active Ground Water Storage <\/td>\n<\/tr>\n | ||||||
| 3772<\/td>\n | River Restoration Assessment Applying Cost-Based Risk Assessment to Stream Restoration Design <\/td>\n<\/tr>\n | ||||||
| 3782<\/td>\n | Identify Environmental Limits and Restoration Needs from Fish Community Implications\u2014An Autecology Approach <\/td>\n<\/tr>\n | ||||||
| 3791<\/td>\n | South Platte River Segment 15 Aquatic Life\/Habitat Assessment Study <\/td>\n<\/tr>\n | ||||||
| 3801<\/td>\n | The Use of Geospatial Hydraulic Analysis for the Characterization of Habitat Impacts on Wide, Braided Rivers <\/td>\n<\/tr>\n | ||||||
| 3817<\/td>\n | Uncertainties in Stream Restoration for Highway Design and Improvement <\/td>\n<\/tr>\n | ||||||
| 3823<\/td>\n | Bank Stability Enhancements of a Bank-Stability and Toe-Erosion Model and the Addition of Improved Mechanical Root-Reinforcement Algorithms <\/td>\n<\/tr>\n | ||||||
| 3834<\/td>\n | Implications for the Removal of Invasive Species in Canyon de Chelly National Monument <\/td>\n<\/tr>\n | ||||||
| 3845<\/td>\n | Seepage Erosion: A Significant Mechanism of Stream Bank Failure <\/td>\n<\/tr>\n | ||||||
| 3859<\/td>\n | Two-Dimensional Simulation of Hydrodynamic and Sediment Transport in a Gravel Bed Channel: The Salt River <\/td>\n<\/tr>\n | ||||||
| 3869<\/td>\n | Computational Methods Creating Wet Acres in the Missouri River for Fish Populations <\/td>\n<\/tr>\n | ||||||
| 3878<\/td>\n | Modeling River Restoration Impact on Flow and Sediment in a California Watershed <\/td>\n<\/tr>\n | ||||||
| 3888<\/td>\n | Two-Dimensional Modeling Applications for Use with Missouri River Restoration <\/td>\n<\/tr>\n | ||||||
| 3898<\/td>\n | Use of a 3D Hydrodynamic Model in an Incised Urban Channel with Woody Bank Vegetation to Evaluate Pool-Riffle Maintenance: Implications for Stream Restoration Design <\/td>\n<\/tr>\n | ||||||
| 3909<\/td>\n | Dam Removal Active vs. Passive Channel Recovery Following Dam Removal: A Comparison of Approaches <\/td>\n<\/tr>\n | ||||||
| 3919<\/td>\n | Dam Removal and Knickpoint Migration, Case Study at Brewster Creek near St. Charles, Illinois <\/td>\n<\/tr>\n | ||||||
| 3929<\/td>\n | San Clemente Dam: An Example of Funding Barriers in Dam Removal <\/td>\n<\/tr>\n | ||||||
| 3939<\/td>\n | Upstream River Responses to Low-Head Dam Removal <\/td>\n<\/tr>\n | ||||||
| 3947<\/td>\n | Design Methodology Classifying Stream Restoration Projects and Understanding Created Channel Types \u2014 Two New River Management Design Tools <\/td>\n<\/tr>\n | ||||||
| 3957<\/td>\n | Review of Stream Rehabilitation Manual <\/td>\n<\/tr>\n | ||||||
| 3963<\/td>\n | Stream Restoration Viability <\/td>\n<\/tr>\n | ||||||
| 3972<\/td>\n | Why is Hydraulic Engineering Expertise an Integral Part of Ecosystem Restoration of Rivers? <\/td>\n<\/tr>\n | ||||||
| 3981<\/td>\n | Large-Scale River Restoration Effects of Groin Structures on the Sacramento River Flow <\/td>\n<\/tr>\n | ||||||
| 3991<\/td>\n | Evaluating Constructed Backwater Habitat and Sandbar Islands on the Missouri River <\/td>\n<\/tr>\n | ||||||
| 4001<\/td>\n | Modeling Large Wood Structures in Sand-Bed Streams <\/td>\n<\/tr>\n | ||||||
| 4008<\/td>\n | Restoring the Floodplain Activation Flow to the Bear River <\/td>\n<\/tr>\n | ||||||
| 4042<\/td>\n | Poster Study on the Current State of Stream Restoration Monitoring Protocols across the Country <\/td>\n<\/tr>\n | ||||||
| 4052<\/td>\n | Restoration Analytical Techniques Effective Discharge Computations for an Intensively Monitored Illinois Stream <\/td>\n<\/tr>\n | ||||||
| 4061<\/td>\n | Hydrodynamic Conditions Surrounding Brown Trout and Rainbow Trout Redds <\/td>\n<\/tr>\n | ||||||
| 4067<\/td>\n | Stream Restoration Design Discharge for Snowmelt Dominated Streams <\/td>\n<\/tr>\n | ||||||
| 4077<\/td>\n | Stream-Bed Changes Downstream of Daecheong Dam in Korea <\/td>\n<\/tr>\n | ||||||
| 4087<\/td>\n | Scour & Erosion Bridge Scour A Analysis of Real-Time Streambed Scour Data from Bridges in Alaska <\/td>\n<\/tr>\n | ||||||
| 4098<\/td>\n | Bridge Scour in Cohesive Soils: A Case Study <\/td>\n<\/tr>\n | ||||||
| 4102<\/td>\n | Collection of Historic Live-Bed Scour Data at Selected Bridges in South Carolina Using Ground-Penetrating Radar <\/td>\n<\/tr>\n | ||||||
| 4113<\/td>\n | Effects of Debris on Bridge Pier Scour <\/td>\n<\/tr>\n | ||||||
| 4123<\/td>\n | Evaluating Scour for the Piers on the New Woodrow Wilson Bridge <\/td>\n<\/tr>\n | ||||||
| 4133<\/td>\n | Retrofitting Design and Physical Modeling for Pier-Scour Protection <\/td>\n<\/tr>\n | ||||||
| 4147<\/td>\n | Bridge Scour B Development of Regional Envelope Curves for Assessing Limits and Trends in Scour <\/td>\n<\/tr>\n | ||||||
| 4158<\/td>\n | Bridge Scour C Bridge Pier Scour Countermeasures <\/td>\n<\/tr>\n | ||||||
| 4171<\/td>\n | Riprap Design, Installation, and Maintenance at Bridges <\/td>\n<\/tr>\n | ||||||
| 4182<\/td>\n | Using Risk to Manage Bridges with Unknown Foundations <\/td>\n<\/tr>\n | ||||||
| 4195<\/td>\n | Sedimentation Fluvial Processes in Natural Rivers Estimating the Erodibility of Ephemeral, Cohesive Streams that Receive Coal Bed Natural Gas Product Water in the Powder River Basin of Wyoming <\/td>\n<\/tr>\n | ||||||
| 4205<\/td>\n | Calibration of GSTAR-M (Generalized Sediment Transport for Alluvial Rivers – Meandering Rivers) to the Sacramento River <\/td>\n<\/tr>\n | ||||||
| 4215<\/td>\n | Natural Degradation in Arkansas River, Oklahoma <\/td>\n<\/tr>\n | ||||||
| 4224<\/td>\n | Theory for the Downstream Transport of Clasts in Turbulent Flow <\/td>\n<\/tr>\n | ||||||
| 4239<\/td>\n | Turbulence Characteristics in a Gradual Channel Transition <\/td>\n<\/tr>\n | ||||||
| 4245<\/td>\n | Sedimentation Modeling I (Theory) Analysis of Unsteady Sediment Transport Modeling Approaches <\/td>\n<\/tr>\n | ||||||
| 4255<\/td>\n | Application of Relevance Vector Machine for Sediment Transport Estimation <\/td>\n<\/tr>\n | ||||||
| 4265<\/td>\n | Numerical Modeling of Alternate Bar Formation Downstream of a Dike <\/td>\n<\/tr>\n | ||||||
| 4277<\/td>\n | Testing a Multiple Grain-Class Mud Deposition Algorithm <\/td>\n<\/tr>\n | ||||||
| 4286<\/td>\n | Sedimentation Modeling II (Applied) Boat Wake Erosion of Sand Bars in Hells Canyon of the Snake River, Idaho and Oregon <\/td>\n<\/tr>\n | ||||||
| 4298<\/td>\n | Challenges in Sediment Transport Modeling of In- and Off-Line Detention Basins: Oak Glen Creek <\/td>\n<\/tr>\n | ||||||
| 4308<\/td>\n | Prediction of Suspended Sediment in Imha Reservoir, Korea <\/td>\n<\/tr>\n | ||||||
| 4318<\/td>\n | Sensitivity and Applicability of Bed Mixing Algorithms <\/td>\n<\/tr>\n | ||||||
| 4330<\/td>\n | Sedimentation Modeling III Development and Validation of GSTAR-M, Generalized Sediment Transport for Alluvial Rivers \u2013 Meandering Rivers <\/td>\n<\/tr>\n | ||||||
| 4339<\/td>\n | Evaluation of Sediment Flux in a Part of the Brahmaputra River and Application of ANN and Linear Regression Models <\/td>\n<\/tr>\n | ||||||
| 4352<\/td>\n | SedVeg-Gen3 Platte River Model: A Sediment Transport and Riparian Vegetation Model <\/td>\n<\/tr>\n | ||||||
| 4365<\/td>\n | Stochastic Hydrology and Frequency Analysis in Water Resources Bulletin 17B and Flood Frequency Analysis 500-Year Flood \u2013 Can It Be Reliably Estimated? <\/td>\n<\/tr>\n | ||||||
| 4375<\/td>\n | Models of Regional Skew Based on Bayesian GLS Regression <\/td>\n<\/tr>\n | ||||||
| 4385<\/td>\n | Scientific and Practical Considerations Related to Revising Bulletin 17B: The Case for Improved Treatment of Historical Information and Low Outliers <\/td>\n<\/tr>\n | ||||||
| 4394<\/td>\n | Value of Regional Information Using Bulletin 17B and LP3 Distribution <\/td>\n<\/tr>\n | ||||||
| 4404<\/td>\n | Flood Risk Analyses Effect of Recurring Large Floods on Estimated Base Flood Elevations along the Delaware River <\/td>\n<\/tr>\n | ||||||
| 4411<\/td>\n | Some Parameter Estimators in the Generalized Pareto Model and Their Inconsistency with Observed Data <\/td>\n<\/tr>\n | ||||||
| 4419<\/td>\n | Uncertainty Analysis of the Risk of Failure for Generalized Logistic Distribution <\/td>\n<\/tr>\n | ||||||
| 4429<\/td>\n | Regional Hydrologic Analyses and Regression Bayesian GLS for Regionalization of Flood Characteristics in Korea <\/td>\n<\/tr>\n | ||||||
| 4439<\/td>\n | Estimation of Flow-Duration Curves at Ungaged Sites in Southern New England <\/td>\n<\/tr>\n | ||||||
| 4453<\/td>\n | Recursive Estimation of a Hydrological Regression Model <\/td>\n<\/tr>\n | ||||||
| 4463<\/td>\n | Regionalization of Streamflow Characteristics for the Gulf-Atlantic Rolling Plains Using Leverage-Guided Region-of-Influence Regression <\/td>\n<\/tr>\n | ||||||
| 4474<\/td>\n | Regional Rainfall Frequency Analyses Regional Flood Frequency Analysis Using Two-Level Clustering Approach <\/td>\n<\/tr>\n | ||||||
| 4484<\/td>\n | Selection of Variables for Regional Frequency Analysis of Annual Maximum Precipitation Using Multivariate Techniques <\/td>\n<\/tr>\n | ||||||
| 4490<\/td>\n | Statistical Analysis of Extreme Rainfall Events over Indiana, USA <\/td>\n<\/tr>\n | ||||||
| 4499<\/td>\n | Updates to NOAA Precipitation Frequency Atlases <\/td>\n<\/tr>\n | ||||||
| 4509<\/td>\n | Risk, Reliability and Uncertainty in Hydrologic Analyses Combining Radar and Rain Gauge Rainfall Estimates for Flood Forecasting Using Conditional Merging Method <\/td>\n<\/tr>\n | ||||||
| 4525<\/td>\n | Placing Potomac River Droughts in Context Using Synthetic and Paleoclimatic Data <\/td>\n<\/tr>\n | ||||||
| 4540<\/td>\n | Regional Flood Frequency Analysis of the Red River Basin Using L-moments Approach <\/td>\n<\/tr>\n | ||||||
| 4550<\/td>\n | Uncertainty Analysis for Synthetic Streamflow Generation <\/td>\n<\/tr>\n | ||||||
| 4561<\/td>\n | Stochastic Hydrology and Frequency Analysis Poster Session Dealing with Unknown and Biased Errors in Hydrological Modeling \u2014 A Comparison of Kalman and H-infinity Filters <\/td>\n<\/tr>\n | ||||||
| 4571<\/td>\n | Estimations of Flood Potential Risk and Frequency for a Region <\/td>\n<\/tr>\n | ||||||
| 4583<\/td>\n | Statistical Feature Selection for Hydrologic Prediction Models <\/td>\n<\/tr>\n | ||||||
| 4595<\/td>\n | Stochastic Rainfall Occurrence Modeling in Benin <\/td>\n<\/tr>\n | ||||||
| 4603<\/td>\n | Stochastic Models of Western River Flows Analyzing the Effects of Stochastic Hydrology in the Operations of the Colorado River System <\/td>\n<\/tr>\n | ||||||
| 4613<\/td>\n | Stochastic Modeling and Simulation of the Colorado River Flows <\/td>\n<\/tr>\n | ||||||
| 4623<\/td>\n | Stochastic Streamflow Generation Incorporating Paleo-Reconstruction <\/td>\n<\/tr>\n | ||||||
| 4644<\/td>\n | The Stochastic Event Flood Model Applied to Minidoka Dam on the Snake River, Idaho <\/td>\n<\/tr>\n | ||||||
| 4655<\/td>\n | Student Paper Competition Student Papers \u2014 Graduate Winners Dynamic Fugacity Application in Modeling Contaminant Fate and Transport in Rivers <\/td>\n<\/tr>\n | ||||||
| 4663<\/td>\n | Gas-Liquid Transfer Rate in Non-isotropic Flows <\/td>\n<\/tr>\n | ||||||
| 4671<\/td>\n | Removal of Arsenic with the Process of Phytoremediation using Pteris vittata Ferns <\/td>\n<\/tr>\n | ||||||
| 4680<\/td>\n | Student Papers \u2014 Undergraduate Winners Critical Analysis of Water Quality in the Guayas River Basin <\/td>\n<\/tr>\n | ||||||
| 4688<\/td>\n | Lake Michigan-Huron Water Level Decline due to Hydraulic Scour of the St. Clair River <\/td>\n<\/tr>\n | ||||||
| 4695<\/td>\n | The Delaware River Floods of 2004, 2005, and 2006: Causes and Lessons Learned <\/td>\n<\/tr>\n | ||||||
| 4703<\/td>\n | Sustainable Water Pollution Engineering Sustainable Planning and the Triple Bottom Line A GIS-Based Decision Tool for Sustainable Residential Development <\/td>\n<\/tr>\n | ||||||
| 4712<\/td>\n | Developing Sustainable Water Resources Management <\/td>\n<\/tr>\n | ||||||
| 4721<\/td>\n | Gold Coast Waterfuture Strategy \u2014 Achieving Environmental, Economic, and Social Sustainability <\/td>\n<\/tr>\n | ||||||
| 4732<\/td>\n | Sustainable Stormwater Management Evaluation of Various Types of Permeable Pavements with Respect to Water Quality Improvement and Flood Control <\/td>\n<\/tr>\n | ||||||
| 4744<\/td>\n | Fen Wetland Groundwater Recharge Determination and Preservation at Carrington Reserve <\/td>\n<\/tr>\n | ||||||
| 4756<\/td>\n | Low Impact Development: A Better Approach for Water Resources in the Tampa Area <\/td>\n<\/tr>\n | ||||||
| 4774<\/td>\n | The Effect of Urban Stormwater BMPs on Runoff Temperature in Trout Sensitive Waters <\/td>\n<\/tr>\n | ||||||
| 4783<\/td>\n | Urban Stream Restoration Monitoring and Assessment Methods Compound Channels for Stream Restoration and Flood Management in Urban and Urbanizing Watersheds: Case Studies of Tassajara Creek, CA, and Lower Silver Creek, CA <\/td>\n<\/tr>\n | ||||||
| 4811<\/td>\n | Ecological Vision Drives Post Superfund Cleanup River Restoration <\/td>\n<\/tr>\n | ||||||
| 4824<\/td>\n | Kelley Creek Confluence Restoration Monitoring <\/td>\n<\/tr>\n | ||||||
| 4834<\/td>\n | Urban Stream Restoration: Guidance for Monitoring and Assessment Protocols <\/td>\n<\/tr>\n | ||||||
| 4844<\/td>\n | Urban Stream Restoration Restoring an Urban River Corridor to Reduce Flood Risk: The Western Milwaukee Project <\/td>\n<\/tr>\n | ||||||
| 4853<\/td>\n | Stream Assessment and Restoration for the City of Mission Hills, Kansas <\/td>\n<\/tr>\n | ||||||
| 4875<\/td>\n | Urban Headwater Stream Design <\/td>\n<\/tr>\n | ||||||
| 4883<\/td>\n | Urban Stream Restoration \u2014 Bankfull \/ Dominant Discharge Does Not Correlate to the LOG-Pearson Type-III 1.5 Year Return <\/td>\n<\/tr>\n | ||||||
| 4888<\/td>\n | Water Desalination & Concentrate Management Water Desalination & Concentrate Management I ASCE\/EWRI Efforts to Establish Concentrate Management Guidelines for Desalination and Water Reuse <\/td>\n<\/tr>\n | ||||||
| 4899<\/td>\n | Brackish vs. Seawater Desalination: Which Is More Cost-Effective? <\/td>\n<\/tr>\n | ||||||
| 4909<\/td>\n | Compatibility Assessment of Membrane Processes for Closed-Loop Water Recovery and Recycling <\/td>\n<\/tr>\n | ||||||
| 4919<\/td>\n | New Desalination Configurations and Technologies for Recovery Increase and Concentrate Minimization <\/td>\n<\/tr>\n | ||||||
| 4928<\/td>\n | Treatment of Simulated Membrane Concentrate for Specific Pollutant Removal <\/td>\n<\/tr>\n | ||||||
| 4936<\/td>\n | Water Desalination & Concentrate Management II Membranes to Manage Salinity <\/td>\n<\/tr>\n | ||||||
| 4946<\/td>\n | Pilot Testing of EDR Membrane Process for Fluoride and Arsenic Reduction at Fort Irwin, California <\/td>\n<\/tr>\n | ||||||
| 4956<\/td>\n | Water Distribution System Analysis 2007 Advances in Hydraulic Modeling A Hydraulic Simulation Model for Pipe Networks with Leakage Outflows and Pressure-Driven Demands <\/td>\n<\/tr>\n | ||||||
| 4971<\/td>\n | Enhancements for Modeling Target Hydraulic Head by Automatic Calculation of Variable Pump Speed <\/td>\n<\/tr>\n | ||||||
| 4982<\/td>\n | Impacts of Skeletonization on Distribution System Hydraulic Transient Models <\/td>\n<\/tr>\n | ||||||
| 4992<\/td>\n | Network and Transient Modeling of Dual Pressure Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 4999<\/td>\n | Allocating Water Demands Demand Allocation for the Gwinnett County, GA, Hydraulic and Water Quality Model Setup <\/td>\n<\/tr>\n | ||||||
| 5002<\/td>\n | Development of a System-Specific Diurnal Curve Using Available SCADA Information <\/td>\n<\/tr>\n | ||||||
| 5013<\/td>\n | Industrial Water Demand Prediction Model by Using Input-Output Table: The Case of Industrial Strategy of Thailand and Impacts from Pricing Policy <\/td>\n<\/tr>\n | ||||||
| 5021<\/td>\n | What’s the Water Demand and Where Does it Go? <\/td>\n<\/tr>\n | ||||||
| 5030<\/td>\n | Computational Efficiency Issues in Optimal Sensor Location Efficient Contamination Events Sampling for Sensors Layout Design <\/td>\n<\/tr>\n | ||||||
| 5038<\/td>\n | Nodal Importance Concept for Computational Efficiency in Optimal Sensor Placement in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 5057<\/td>\n | Rare Events Monte Carlo Sampling for Contamination Warning Systems (CWS) Evaluation <\/td>\n<\/tr>\n | ||||||
| 5066<\/td>\n | Scalable Water Network Sensor Placement via Aggregation <\/td>\n<\/tr>\n | ||||||
| 5077<\/td>\n | Emerging Distribution System Design Issues Alternative Approaches for Water Distribution: Dual and Decentralized Systems <\/td>\n<\/tr>\n | ||||||
| 5087<\/td>\n | Incorporating Environmental Impact in Decision Making for Municipal Drinking Water Distribution Systems through Eco-Efficiency Analysis <\/td>\n<\/tr>\n | ||||||
| 5097<\/td>\n | Self-Cleaning Networks Put to the Test <\/td>\n<\/tr>\n | ||||||
| 5107<\/td>\n | Virtual Cities for Water Distribution and Infrastructure System Research <\/td>\n<\/tr>\n | ||||||
| 5114<\/td>\n | Energy and Operational Optimization A Benchmark Study for Minimizing Energy Cost of Constant and Variable Speed Pump Operation <\/td>\n<\/tr>\n | ||||||
| 5124<\/td>\n | Issues in Energy Consumption by Municipal Drinking Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 5134<\/td>\n | Real-Time Operation Optimization of Variable-Speed Pumping Stations in Water Distribution Systems by Adaptive Discharge Pressure Control <\/td>\n<\/tr>\n | ||||||
| 5147<\/td>\n | Reduction of Energy Consumption through the Application of Energy Management Tools <\/td>\n<\/tr>\n | ||||||
| 5157<\/td>\n | Identifying Leaks and Obstructions Using Transient Analysis Field Test Investigations into Distributed Fault Modeling in Water Distribution Systems Using Transient Testing <\/td>\n<\/tr>\n | ||||||
| 5174<\/td>\n | Hydraulic Transient Analysis and Discrete Blockage Detection on Distribution Pipelines: Field Tests, Model Calibration, and Inverse Modeling <\/td>\n<\/tr>\n | ||||||
| 5195<\/td>\n | Hydraulic Transient Analysis and Leak Detection on Transmission Pipelines: Field Tests, Model Calibration, and Inverse Modeling <\/td>\n<\/tr>\n | ||||||
| 5212<\/td>\n | The Effect of Orifices and Blockages on Unsteady Pipe Flows <\/td>\n<\/tr>\n | ||||||
| 5222<\/td>\n | Microbial and Chemical Health Risk Assessment Characterization of Exposure to Trihalomethanes in a Distribution System Using Modeling and Epidemiologic Methods: Preliminary Analysis and Descriptive Statistics <\/td>\n<\/tr>\n | ||||||
| 5232<\/td>\n | How Much Does a Waterborne Disease Outbreak Cost? <\/td>\n<\/tr>\n | ||||||
| 5242<\/td>\n | Low and Negative Pressures in Distribution Systems: Do They Actually Result in Intrusion? <\/td>\n<\/tr>\n | ||||||
| 5252<\/td>\n | Use of Distribution System Modeling in Designing Microbial Monitoring Programs <\/td>\n<\/tr>\n | ||||||
| 5262<\/td>\n | Microbial Water Quality in Distribution Systems Enrichment, Isolation, and Characterization of Haloacetic Acid-Degrading Bacteria from Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 5269<\/td>\n | Occurrence of Fungi and Actinomycetes in Finnish Drinking Waters <\/td>\n<\/tr>\n | ||||||
| 5276<\/td>\n | The Effects of Disinfection and Flow Rate on Biofilms Growing in Copper and Plastic Pipes <\/td>\n<\/tr>\n | ||||||
| 5285<\/td>\n | Water Quality Assessment during Distribution System Flushing Events <\/td>\n<\/tr>\n | ||||||
| 5296<\/td>\n | Mixing at Pipe Junctions and Implications for Water Quality Evaluation of Complete and Incomplete Mixing Models in Water Distribution Pipe Network Simulations <\/td>\n<\/tr>\n | ||||||
| 5308<\/td>\n | Experimental Determination of Solute Mixing in Pipe Joints <\/td>\n<\/tr>\n | ||||||
| 5319<\/td>\n | High-Fidelity Simulation of the Influence of Local Geometry on Mixing in Crosses in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 5333<\/td>\n | Transport Phenomena at Intersections at Low Reynolds Numbers <\/td>\n<\/tr>\n | ||||||
| 5345<\/td>\n | Network Model Calibration Analyzing Critical Elements in US Water Systems Using Hydraulic Modeling Coupled with GIS <\/td>\n<\/tr>\n | ||||||
| 5362<\/td>\n | Lessons Learned in Calibrating an IDSE Model <\/td>\n<\/tr>\n | ||||||
| 5372<\/td>\n | Using Sensitivity Analysis and SCADA\/Model Comparisons to Diagnose Model and System Issues <\/td>\n<\/tr>\n | ||||||
| 5382<\/td>\n | Water Distribution Networks Calibration under Leaks Environment: Study Cases <\/td>\n<\/tr>\n | ||||||
| 5406<\/td>\n | Optimal Design and Operation of Distribution Systems GA Optimization for Las Vegas Valley Water Distribution System Operations and Water Quality <\/td>\n<\/tr>\n | ||||||
| 5419<\/td>\n | Minimizing Leakage Rates in Water Distribution Networks through Optimal Valves Settings <\/td>\n<\/tr>\n | ||||||
| 5432<\/td>\n | Resilience Analysis as Part of Optimal Cost Design of Water Distribution Networks <\/td>\n<\/tr>\n | ||||||
| 5444<\/td>\n | The Design and Rehabilitation of Water Distribution Systems Using the Hierarchical Bayesian Optimization Algorithm <\/td>\n<\/tr>\n | ||||||
| 5455<\/td>\n | Quantifying Uncertainty in Hydraulic and Water Quality Simulations Approximate Methods for Analyzing Water Quality Prediction Uncertainty in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 5466<\/td>\n | Evaluating Real-Time Event Detection Algorithms Using Synthetic Data <\/td>\n<\/tr>\n | ||||||
| 5477<\/td>\n | Storage Tank Mixing Models: Comparison of Tracer Data with Model Simulation <\/td>\n<\/tr>\n | ||||||
| 5488<\/td>\n | Tracer Dispersion Studies for Hydraulic Characterization of Pipes <\/td>\n<\/tr>\n | ||||||
| 5498<\/td>\n | Real Time Algorithms for Contaminant Source Characterization Considering Demand Variability and Measurement Uncertainties in Adaptive Source Characterization in Water Distribution Networks <\/td>\n<\/tr>\n | ||||||
| 5506<\/td>\n | Contamination Source Detection with Fuzzy Sensors Data <\/td>\n<\/tr>\n | ||||||
| 5519<\/td>\n | Real Time Operation of Distribution Systems A Simulation Model for Detecting Topological Changes in a Water Distribution Network <\/td>\n<\/tr>\n | ||||||
| 5530<\/td>\n | Correlation of Elector-Noise to Iron, Copper and Lead Release in a Changing Distribution System Water Quality Environment With and Without Inhibitors <\/td>\n<\/tr>\n | ||||||
| 5540<\/td>\n | Optimal Transient Controls by Valve Stroking in Bypass Looping of a Pump Station in a Water Distribution System <\/td>\n<\/tr>\n | ||||||
| 5553<\/td>\n | Real Time Assessment of Drinking Water Systems Using a Dynamic Bayesian Network <\/td>\n<\/tr>\n | ||||||
| 5559<\/td>\n | Real-Time Forecasting with EPANET <\/td>\n<\/tr>\n | ||||||
| 5568<\/td>\n | Stochastic Demand Modeling Effects of Spatial-Temporal Aggregation on Properties of PRP Random Water Demands <\/td>\n<\/tr>\n | ||||||
| 5581<\/td>\n | Ensemble Forecasting of Daily Water Demand <\/td>\n<\/tr>\n | ||||||
| 5591<\/td>\n | PRPsym: A Modeling System for Simulation of Stochastic Water Demands <\/td>\n<\/tr>\n | ||||||
| 5604<\/td>\n | Temporal and Spatial Scaling of Instantaneous Residential Water Demand for Network Analysis <\/td>\n<\/tr>\n | ||||||
| 5614<\/td>\n | Uncertainty in Contaminant Source Characterization Evaluation of Non-Uniqueness in Contaminant Source Characterization Based on Sensors with Event Detection Methods <\/td>\n<\/tr>\n | ||||||
| 5620<\/td>\n | Linear Algebra Analysis for Contaminant Source Identification in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 5630<\/td>\n | Uncertainty of Contamination Source Characterization within Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 5638<\/td>\n | Water Quality Event Detection Adaptive Water Sensor Signal Processing: Experimental Results and Implications for Online Contaminant Warning Systems <\/td>\n<\/tr>\n | ||||||
| 5648<\/td>\n | CANARY: A Water Quality Event Detection Algorithm Development Tool <\/td>\n<\/tr>\n | ||||||
| 5657<\/td>\n | Event Detection from Water Quality Time Series <\/td>\n<\/tr>\n | ||||||
| 5669<\/td>\n | Prediction of Contaminants in Water Distribution Systems Using Artificial Neural Networks <\/td>\n<\/tr>\n | ||||||
| 5681<\/td>\n | Water Quality Monitoring Network Design A GIS-Centric Approach for Optimal Sensor Placement in Large-Scale Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 5694<\/td>\n | Monitoring Sensor Network Design for Water Distribution Source Inversion Problems <\/td>\n<\/tr>\n | ||||||
| 5704<\/td>\n | Optimal Monitoring Location Selection for Water Quality Issues <\/td>\n<\/tr>\n | ||||||
| 5712<\/td>\n | Spatial Analysis of Optimized Sensor Locations using GIS Shannon L. Isovitsch and Jeanne M. VanBriesen <\/td>\n<\/tr>\n | ||||||
| 5721<\/td>\n | Water Security Consequence Management and Assessment Morphing of Water Networks <\/td>\n<\/tr>\n | ||||||
| 5730<\/td>\n | Agent-Based Modeling to Simulate Contamination Events and to Analyze Threat Management Strategies in Water Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 5738<\/td>\n | Use of a Fuzzy Logic Model to Investigate Potential Failures of Drinking Water Systems <\/td>\n<\/tr>\n | ||||||
| 5747<\/td>\n | Using TEVA to Assess Impact of Model Skeletonization on Contaminant Consequence Assessment and Sensor Placement Design <\/td>\n<\/tr>\n | ||||||
| 5762<\/td>\n | Water Security Modeling Challenges in Drinking Water Distribution Systems Security Modeling <\/td>\n<\/tr>\n | ||||||
| 5764<\/td>\n | Multiobjective Contaminant Detection Response Model <\/td>\n<\/tr>\n | ||||||
| 5776<\/td>\n | Vulnerability Assessment and Mitigation Methods for Interdependent Water Distribution and Urban Fire Response Systems <\/td>\n<\/tr>\n | ||||||
| 5786<\/td>\n | Vulnerability Assessment of a Drinking Water Distribution System: Implications for Public Water Utilities <\/td>\n<\/tr>\n | ||||||
| 5798<\/td>\n | Water Utility Management Criteria for Plumbing System Replacement <\/td>\n<\/tr>\n | ||||||
| 5806<\/td>\n | Reducing Non-Revenue Water \u2014 It’s Good Business <\/td>\n<\/tr>\n | ||||||
| 5816<\/td>\n | Use of Hydraulic Models in the Optimization, Planning, and Design of Water Supply and Distribution Systems <\/td>\n<\/tr>\n | ||||||
| 5826<\/td>\n | Water Demand and Supply Management from Utilities’ Perspective <\/td>\n<\/tr>\n | ||||||
| 5836<\/td>\n | Water Resources Planning and Management Environmental Management Comparison of Linear and Non-Linear Optimization Models for Storm Water and Non-Point Source Pollution Best Management Practice Decision Support <\/td>\n<\/tr>\n | ||||||
| 5846<\/td>\n | Optimal Adaptive Water Quality Management under Uncertainty <\/td>\n<\/tr>\n | ||||||
| 5856<\/td>\n | Platte River Habitat Recovery: FSM Restoration Actions <\/td>\n<\/tr>\n | ||||||
| 5867<\/td>\n | Model Assimilation and Uncertainty Application of Water Quality Models to Everglades Restoration <\/td>\n<\/tr>\n | ||||||
| 5878<\/td>\n | Operation and Management of WR Systems 1 Building Water Facilities to Sustain Community Viability in Severe Drought Conditions <\/td>\n<\/tr>\n | ||||||
| 5888<\/td>\n | Hydroeconomic Conjunctive Use Model Formulation for California’s Central Valley Using Response Functions <\/td>\n<\/tr>\n | ||||||
| 5901<\/td>\n | Optimal Operation of the Little Rock Wastewater Collection System <\/td>\n<\/tr>\n | ||||||
| 5909<\/td>\n | Study on Impact of East Route Project of the South-to-North Water Diversion in China <\/td>\n<\/tr>\n | ||||||
| 5919<\/td>\n | Operation and Management of WR Systems 2 A New Plan for Managing Lake Okeechobee Water Shortages <\/td>\n<\/tr>\n | ||||||
| 5930<\/td>\n | Improving Analytical Capabilities of the California Water Plan to Support Integrated Regional Water Planning and Management <\/td>\n<\/tr>\n | ||||||
| 5940<\/td>\n | Plug-and-Play Integration of Watersheds in the Regional Simulation Model, Part II: Regional Resource Assessment with SFRRM\/SFWMM Routing <\/td>\n<\/tr>\n | ||||||
| 5951<\/td>\n | Plug-and-Play Integration of Watersheds in the Regional Simulation Model, Part I: Interoperability of Lumped Basin and Discretized Mesh Components <\/td>\n<\/tr>\n | ||||||
| 5962<\/td>\n | Regional Water Resource Routing Using Optimization <\/td>\n<\/tr>\n | ||||||
| 5972<\/td>\n | Planning and Decision Making Analytical Method for the Development of Watershed Plans, Stormwater Programs and Stream Reclamation Projects <\/td>\n<\/tr>\n | ||||||
| 5983<\/td>\n | Global Change Research: Strategic Planning, Knowledge Production, and Barriers to Use <\/td>\n<\/tr>\n | ||||||
| 5993<\/td>\n | Level 1 Analysis for the Harris County Watershed Master Plan <\/td>\n<\/tr>\n | ||||||
| 6001<\/td>\n | Water Transfer and Watershed Development: A System Dynamics Approach <\/td>\n<\/tr>\n | ||||||
| 6016<\/td>\n | Reservoir Operation and Optimization A Method for Evaluating the Impacts of Reservoir Operation on Fish Communities <\/td>\n<\/tr>\n | ||||||
| 6024<\/td>\n | Determining Forecast and Decision Horizons for Reservoir Operations under Hedging Policies <\/td>\n<\/tr>\n | ||||||
| 6034<\/td>\n | Operation of Hydrosystems under Uncertain Decision Making Environments <\/td>\n<\/tr>\n | ||||||
| 6046<\/td>\n | Watershed Modeling Calibrating a Watershed Simulation Model Involving Human Interference: An Application of Multi-objective Genetic Algorithms <\/td>\n<\/tr>\n | ||||||
| 6056<\/td>\n | Multi-objective Optimization of Reservoir Systems Using HEC-ResPRM <\/td>\n<\/tr>\n | ||||||
| 6070<\/td>\n | Water Reuse Effluent Disposal Issues & Innovations AST\/R-Based Water Reuse as a Part of the Total Water Solution for Water-Stressed Regions: An Overview of Engineering Practice and Regulatory Prospective <\/td>\n<\/tr>\n | ||||||
| 6082<\/td>\n | Characterization of Graywater and Brackish Water Flow Patterns through a Column Experiment <\/td>\n<\/tr>\n | ||||||
| 6089<\/td>\n | Cost-Effectiveness of Water Reuse in Florida <\/td>\n<\/tr>\n | ||||||
| 6098<\/td>\n | Do Current Practices for Monitoring Reclaimed Water Provide Adequate Tools for Assessment of Waterborne Pathogens? <\/td>\n<\/tr>\n | ||||||
| 6108<\/td>\n | Re-visiting the Comparative Assessment of Municipal Wastewater Disposal Methods in Southeast Florida <\/td>\n<\/tr>\n | ||||||
| 6118<\/td>\n | Water Reuse Applications: A Practical Perspective Hydraulic Simulation and Variable Speed Pump Selection of a Dual-Function Pumping Station: Pumping Treated Water to a Reclaimed Water System or Deep Injection Well System <\/td>\n<\/tr>\n | ||||||
| 6125<\/td>\n | Optimizing Zero Liquid Discharge Systems at Steam Electric Generating Stations <\/td>\n<\/tr>\n | ||||||
| 6135<\/td>\n | Perspectives on Sustainable Wastewater Treatment Technologies and Reuse Options in the Urban Areas of the Mediterranean Region <\/td>\n<\/tr>\n | ||||||
| 6150<\/td>\n | Sustainable Wastewater Reuse to Face Water Crisis\u2014A Case Study in Taocheng District of Hengshui(TDH), China <\/td>\n<\/tr>\n | ||||||
| 6160<\/td>\n | Treatment Effect of Graywater through a Tandem Wetland <\/td>\n<\/tr>\n | ||||||
| 6169<\/td>\n | Water Reuse Using Drip Irrigation and Micro-Sprinklers <\/td>\n<\/tr>\n | ||||||
| 6178<\/td>\n | Water, Wastewater & Stormwater Stormwater Mangement A Risk Assessment of Ponding Using Grated Drainage System in Urban Areas of Western Sydney in Australia <\/td>\n<\/tr>\n | ||||||
| 6186<\/td>\n | Innovative Stormwater Treatment Practices in the Neuse and Tar-Pamlico Basins <\/td>\n<\/tr>\n | ||||||
| 6192<\/td>\n | Investigation into Grated Drainage System: A Case Study in Western Sydney, Australia <\/td>\n<\/tr>\n | ||||||
| 6201<\/td>\n | Multipurpose Detention Pond Design for Improved Watershed Management Storm Water Best Management Practices: Development of Debris Filtering Structure for Supercritical Flow <\/td>\n<\/tr>\n | ||||||
| 6211<\/td>\n | Stormwater Modeling Calibration of Rural Watershed Models in the North Carolina Piedmont Ecoregion <\/td>\n<\/tr>\n | ||||||
| 6221<\/td>\n | Colloid-Enhanced Contaminant Transport in Stormwater Infiltration Basin BMPs: A Modeling Approach <\/td>\n<\/tr>\n | ||||||
| 6231<\/td>\n | Comprehensively Establishing Predevelopment Hydrologic Conditions <\/td>\n<\/tr>\n | ||||||
| 6245<\/td>\n | Evaluation of Travel Path Ratio as a Measure of Short-Circuiting Potential in Stormwater Quality Basins Using Ideal Flow Modeling <\/td>\n<\/tr>\n | ||||||
| 6260<\/td>\n | Stormwater Treatment & Evaluation Assessing the Effectiveness of Proprietary Stormwater Treatment Devices <\/td>\n<\/tr>\n | ||||||
| 6266<\/td>\n | Field Evaluation of Level Spreaders in the Piedmont of North Carolina <\/td>\n<\/tr>\n | ||||||
| 6273<\/td>\n | Inclined Plate Settlers to Treat Stormwater Solids <\/td>\n<\/tr>\n | ||||||
| 6285<\/td>\n | Pollutant Removal in Bioretention Cells with Grass Cover <\/td>\n<\/tr>\n | ||||||
| 6296<\/td>\n | Stormwater Polishing: Upflow vs. Downflow Filters <\/td>\n<\/tr>\n | ||||||
| 6308<\/td>\n | Wastewater Treatment & Modeling Implementation and Enforcement of the Clean Water Act: Report from a Special Master and Monitor <\/td>\n<\/tr>\n | ||||||
| 6318<\/td>\n | Polyhydroxyalkanoates as a Carbon Source for Denitrification of Waters <\/td>\n<\/tr>\n | ||||||
| 6331<\/td>\n | Using Artifical Neural Networks to Forecast Wet Weather Flow in a Sanitary Sewer System <\/td>\n<\/tr>\n | ||||||
| 6339<\/td>\n | Wastewater Treatment & Processes Performance of Biopolymer in Relation to Removal of Reactive Azo-Dyes <\/td>\n<\/tr>\n | ||||||
| 6349<\/td>\n | Wastewater Treatment & Residuals Stabilization Parallel Bench-Scale Digestion Studies <\/td>\n<\/tr>\n | ||||||
| 6358<\/td>\n | Water Quality & Treatment Evaluation of Advanced Oxidation Processes for the Treatment of Methyl Tert- Butyl Ether Drinking Water Treatment in Small Systems <\/td>\n<\/tr>\n | ||||||
| 6366<\/td>\n | Public Water Supply in the United States: Trends in Surface Storage Capacity <\/td>\n<\/tr>\n | ||||||
| 6373<\/td>\n | TCE Remediation in Groundwater Using Recirculating Wells Coupled with Permanganate Injection <\/td>\n<\/tr>\n | ||||||
| 6382<\/td>\n | Thornton Creek Water Quality Channel, Urban Water Restoration <\/td>\n<\/tr>\n | ||||||
| 6390<\/td>\n | An Investigation of Copper Pitting Corrosion and Pinhole Leaks <\/td>\n<\/tr>\n | ||||||
| 6398<\/td>\n | Water Supply & Modeling Creating an Alternative Water Supply through Flood Mitigation <\/td>\n<\/tr>\n | ||||||
| 6408<\/td>\n | Modeling Approach towards Eco-Restoration Strategies for the Polluted Tributaries of the Brahmaputra River System <\/td>\n<\/tr>\n | ||||||
| 6422<\/td>\n | Short-Term Urban Water Demand Forecast Models in Action: Challenges from Model Development to Implementation to Real-Time Operations <\/td>\n<\/tr>\n | ||||||
| 6429<\/td>\n | Study of Rainwater Tanks as a Source of Alternative Water Supply in a Multistory Residential Building in Sydney, Australia <\/td>\n<\/tr>\n | ||||||
| 6439<\/td>\n | Watershed Management and Restoration Florida Watershed Management Everglades Restoration and the Hydrology and Hydraulics of the C-44 Canal and the C-44 Reservoir\/STA Project <\/td>\n<\/tr>\n | ||||||
| 6449<\/td>\n | Hydrology and Hydraulics of South Florida <\/td>\n<\/tr>\n | ||||||
| 6462<\/td>\n | Water Quality Impacts of Reservoirs in Central and South Florida <\/td>\n<\/tr>\n | ||||||
| 6472<\/td>\n | Interdisciplinary Watershed Management and Planning I An Individual-Based Model for Evaluating the Effects of Hydrology on Biotic Stream Communities <\/td>\n<\/tr>\n | ||||||
| 6481<\/td>\n | Balancing Conflicting Goals: The Water Budget for the C-44 Reservoir\/STA Project <\/td>\n<\/tr>\n | ||||||
| 6491<\/td>\n | Developing a Monitoring Support Model for Chlorophyll a Concentration in the James River Estuary Using MODIS Images <\/td>\n<\/tr>\n | ||||||
| 6501<\/td>\n | Modeling the Spatial Distribution of Fish Communities at the Watershed Scale <\/td>\n<\/tr>\n | ||||||
| 6510<\/td>\n | Interdisciplinary Watershed Management and Planning II A Methodology for the Development of Land Use Evolution and Restoration Scenarios in Flanders <\/td>\n<\/tr>\n | ||||||
| 6528<\/td>\n | Modeling Water Quality Impacts in a Rural Watershed in Delaware <\/td>\n<\/tr>\n | ||||||
| 6538<\/td>\n | Probabilistic Goal Driven Watershed Management <\/td>\n<\/tr>\n | ||||||
| 6549<\/td>\n | Posters Comparison of Erosion Control Methods in Steep Slopes <\/td>\n<\/tr>\n | ||||||
| 6559<\/td>\n | Erosion Hazards Mapping in the Stevens Creek Watershed <\/td>\n<\/tr>\n | ||||||
| 6570<\/td>\n | Hurricane Katrina Interagency Performance Evaluation Task Force <\/td>\n<\/tr>\n | ||||||
| 6580<\/td>\n | Results of Channel Transmission Loss Studies during Ephemeral Flow Events <\/td>\n<\/tr>\n | ||||||
| 6590<\/td>\n | Using Multiple Tracers to Evaluate Coastal Water Quality Impacts for Sewered and Non-Sewered Areas <\/td>\n<\/tr>\n | ||||||
| 6606<\/td>\n | Utilizing Standardized Environmental Construction Practices to Reduce Environmental Impacts on Linear Transmission Line Projects in the Midwest <\/td>\n<\/tr>\n | ||||||
| 6618<\/td>\n | The Future of GIS and Watershed Management First Steps to an Operational Decision Support System for South Florida <\/td>\n<\/tr>\n | ||||||
| 6628<\/td>\n | Update of a Pollution Load Screening Model for Functionality within Arc Hydro: Creating “Smarter” GIS Data for Water Resources Management <\/td>\n<\/tr>\n | ||||||
| 6636<\/td>\n | Water Resources Management: Optimizing within a Watershed Context <\/td>\n<\/tr>\n | ||||||
| 6640<\/td>\n | Watershed Management and Restoration Quadratic Multivariate Regression and Self-Organizing Feature Maps (SOM) for Fish Metrics Prediction in Ohio <\/td>\n<\/tr>\n | ||||||
| 6650<\/td>\n | Watershed Modeling 1 Artificial Neural Networks for the Prediction of Channel Geomorphic Condition and Stream Sensitivity <\/td>\n<\/tr>\n | ||||||
| 6657<\/td>\n | Identifying the Equilibrium Conditions for an Agricultural Iowa Catchment Using the Water Erosion Prediction Project (WEPP) Model <\/td>\n<\/tr>\n | ||||||
| 6669<\/td>\n | Using Artificial Neural Networks to Fill-in Missing Annual Peak Flows <\/td>\n<\/tr>\n | ||||||
| 6678<\/td>\n | Watershed Modeling 2 Assessing Phosphorus BMP Effectiveness in the Cannonsville Watershed Using SWAT2000 <\/td>\n<\/tr>\n | ||||||
| 6684<\/td>\n | A Comparison of Watershed Models in the Clear Creek, IA, Watershed <\/td>\n<\/tr>\n | ||||||
| 6695<\/td>\n | Comparison of Flow and Sediment Modeling Using SWAT and HSPF for Watersheds in the Illinois River Basin <\/td>\n<\/tr>\n | ||||||
| 6704<\/td>\n | Development of Spatiotemporal Source-Sink, Stratified Nitrogen Water Quality Model <\/td>\n<\/tr>\n | ||||||
| 6714<\/td>\n | Wetland Restoration International Wetland Issues Discharge Trading Programs Based on Constructed Wetlands for Nutrient Trading <\/td>\n<\/tr>\n | ||||||
| 6722<\/td>\n | Evaluation of the Influence of Loading Conditions on the Simultaneous Removal of Organic Matter and Nitrogen in SSHF Constructed Wetlands <\/td>\n<\/tr>\n | ||||||
| 6734<\/td>\n | Riverine Wetlands Hydrology, Hydrodynamics, and Sediment Transport Investigation in a Small Wetland: Upper Dorn Creek Wetland, Wisconsin <\/td>\n<\/tr>\n | ||||||
| 6741<\/td>\n | The Importance of Managing Sedimentation in the Cache River Wetlands <\/td>\n<\/tr>\n | ||||||
| 6751<\/td>\n | Water Balance and Flood Control by the Expansion of the Upo Wetland in Korea <\/td>\n<\/tr>\n | ||||||
| 6762<\/td>\n | South Florida Wetland Restoration Constructed Wetlands for Water Quality Improvement in Surface Water Discharges to the Everglades: Stormwater Treatment Areas <\/td>\n<\/tr>\n | ||||||
| 6776<\/td>\n | Phase I of the Kissimmee River Restoration Project: Initial River Channel Responses <\/td>\n<\/tr>\n | ||||||
| 6786<\/td>\n | Projected Performance of the New Rainfall-Based Water Delivery Plan for the Everglades Shark Slough <\/td>\n<\/tr>\n | ||||||
| 6796<\/td>\n | Wetland Restoration Issues I Design\/Build Projects for a Public Agency: Lessons Learned <\/td>\n<\/tr>\n | ||||||
| 6803<\/td>\n | Development of an Integrated Surface Water-Groundwater Model for Wetland Restoration and Habitat Evaluation in a Southwest Florida Basin Using MIKE SHE Part III: Application of the Regional Scale Model <\/td>\n<\/tr>\n | ||||||
| 6813<\/td>\n | Establishment and Monitoring of Marsh Vegetation in a Wetland Mitigation Project <\/td>\n<\/tr>\n | ||||||
| 6823<\/td>\n | Feasibility of Cooperative Development of Wetland Mitigation Projects in Iowa <\/td>\n<\/tr>\n | ||||||
| 6832<\/td>\n | Wetland Restoration Issues II Macrophyte Establishment in Stormwater Wetlands: Coping with Flash Flooding and Fluctuating Water Levels in the Subtropics <\/td>\n<\/tr>\n | ||||||
| 6847<\/td>\n | Marsh Creation and Ecosystem Restoration in Coastal Louisiana via Pipeline Transport of Dredged Sediments <\/td>\n<\/tr>\n | ||||||
| 6867<\/td>\n | Protecting and Restoring Wetlands at a Coastal Power Plant Site <\/td>\n<\/tr>\n | ||||||
| 6880<\/td>\n | Restoration of Mussachuck Creek and Rhode Island Country Club \u2013 A Federal and Private Partnership <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" World Environmental and Water Resources Congress 2007<\/b><\/p>\n |