{"id":78676,"date":"2024-10-17T18:24:19","date_gmt":"2024-10-17T18:24:19","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784410073-2009\/"},"modified":"2024-10-24T19:37:44","modified_gmt":"2024-10-24T19:37:44","slug":"asce-9780784410073-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784410073-2009\/","title":{"rendered":"ASCE 9780784410073 2009"},"content":{"rendered":"
This report contains 32 selected papers that address a broad range of topics connected to sustainable stormwater management using the Low Impact Development (LID) technology.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Local Codes, Regulations, and Policies Promoting Low Impact Development in Puget Sound through Regulatory Assistance and Other Measures <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | LID on the SC Coastal Plain: Benefits, Costs, and Constraints <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | A Multi-Faceted Approach to Implementation of Low Impact Design in Auckland, New Zealand <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Willingness to Pay for LID Environmental Benefits <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | LID Design and Assessment Tools The Integration of Low Impact Development and Conservation Design: The New Castle County, Delaware, Experience <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | LATIS: A Spatial Decision Support System to Assess Low Impact Site Development Strategies <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | Evaluation and Verification of a Vadose Zone Model Applied to Stormwater Infiltration <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | Infiltration Best Management Practices for Stormwater for the Etowah Habitat Conservation Plan <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | Modeling a Bioinfiltration Best Management Practice <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | Effectiveness of Time of Concentration Elongation on Peak Flow Reduction <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | LID BMPs: Bioretention Rethinking Bioretention Design Concepts <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | Modeling Bioretention Basins to Meet Water Quality Drawdown Requirements <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | A Study of Nutrient Retention Dynamics in Vegetated and Non-Vegetated Bioretention Mesocosms <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | Storm Water Infiltration in Clay Soils: A Case Study of Storm Water Retention and Infiltration Techniques in the North Carolina Piedmont <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | Filterra by Americast: An Advanced Sustainable Stormwater Treatment System <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | LID BMPs: Swales and Buffers Swale Performance for Stormwater Runoff <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | Particulate Transport in Grass Swales <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | Field Evaluation of Level Spreaders in the Piedmont of North Carolina <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | Compost as a Soil Amendment for Water Quality Treatment Facilities <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | Thornton Creek Water Quality Channel, Urban Water Quality, and Environmental Benefits <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | LID BMPs: Green Roofs Using Green Roofs and Other BMPs to Reduce the Need for Stormwater Retention Capacity Requirements <\/td>\n<\/tr>\n | ||||||
251<\/td>\n | Selecting the Proper Components for a Green Roof Growing Media <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | Evaluating a Spreadsheet Model to Predict Green Roof Stormwater Management <\/td>\n<\/tr>\n | ||||||
271<\/td>\n | Selecting a Green Roof Media to Minimize Pollutant Loadings in Roof Runoff <\/td>\n<\/tr>\n | ||||||
286<\/td>\n | LID BMPs: Permeable and Porous Pavements Evaluation of Various Types of Permeable Pavement with Respect to Water Quality Improvement and Flood Control <\/td>\n<\/tr>\n | ||||||
301<\/td>\n | Permeable Pavement Performance for Use in Active Roadways in Auckland, New Zealand <\/td>\n<\/tr>\n | ||||||
318<\/td>\n | Practical Considerations of Pervious Pavement Design and Construction in Piedmont Soils: Friday Center Park and Ride Lot <\/td>\n<\/tr>\n | ||||||
327<\/td>\n | Case Studies Street Alternatives: Seattle Public Utilities Natural Drainage System Program <\/td>\n<\/tr>\n | ||||||
333<\/td>\n | Pembroke Woods: Lessons Learned in the Design and Construction of a LID Subdivision <\/td>\n<\/tr>\n | ||||||
342<\/td>\n | Low Impact Stormwater Management Approaches for College Gardens <\/td>\n<\/tr>\n | ||||||
355<\/td>\n | Design and Construction of a LID Retrofit for Groundwater Recharge <\/td>\n<\/tr>\n | ||||||
369<\/td>\n | A High-Density, Low Impact Development with Infiltration in a Limestone Area: The Village at Springbrook Farms <\/td>\n<\/tr>\n | ||||||
380<\/td>\n | List of Conference Participants <\/td>\n<\/tr>\n | ||||||
400<\/td>\n | Indexes Author Index A B C D E F G H J K L M N O P R S <\/td>\n<\/tr>\n | ||||||
401<\/td>\n | T W Y Z <\/td>\n<\/tr>\n | ||||||
402<\/td>\n | Subject Index A B C D E F G H I L M N O P R S U V <\/td>\n<\/tr>\n | ||||||
403<\/td>\n | W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Low Impact Development<\/b><\/p>\n |