{"id":78981,"date":"2024-10-17T18:27:46","date_gmt":"2024-10-17T18:27:46","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784410783-2010\/"},"modified":"2024-10-24T19:38:44","modified_gmt":"2024-10-24T19:38:44","slug":"asce-9780784410783-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784410783-2010\/","title":{"rendered":"ASCE 9780784410783 2010"},"content":{"rendered":"
This report presents sustainable systems engineering technologies and applies them to the management of water in urban areas.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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8<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Chapter 1: Sustainable Development in Urban Regions 1.1 Introduction <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 1.2 Current Scope and Feature Areas <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 1.3 Future Directions <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 1.4 References <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Part I: Water Supply and Pollution Prevention Chapter 2: Design, Installation, and Operation Challenges of Large-scale Aquifer Storage and Recovery Wells in San Antonio, South Texas 2.1 Introduction <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 2.2 Geological Formation <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 2.3 Site Characterization <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 2.4 Aquifer Recharge <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 2.5 Aquifer Discharge <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 2.6 Water Quality <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 2.7 Well Design 2.8 Well Drilling and Casing Installation <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 2.9 Geophysical Tests <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 2.10 Acidization and Chemical Treatment 2.11 Well Development <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 2.12 Pump Tests <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 2.13 Pump and Equipment Design <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 2.14 Installation Challenges and Critical Decisions <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 2.15 Conclusions <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 2.16 References <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Chapter 3: Environmental Assessment of Using Stone Quarries as Part of an Integrative Water Supply System in Fast Growing Urban Regions <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 3.1 Introduction 3.2 Literature Review <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 3.3 Feasibility of Using Stone Quarries as Water Supply Reservoirs <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 3.4 Conclusions <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 3.5 References <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Chapter 4: Saltwater Intrusion Management in Urban Area Aquifers – A Case Study for Savannah, Georgia 4.1 Introduction <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | 4.2 Literature Review <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 4.3 Use of Analytical Solutions and Optimization Methods <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | 4.4 Optimal Management of Coastal Aquifer under Fuzzy Rules: The Savannah Case Study <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | 4.5 Conclusions <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | 4.6 References <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | Chapter 5: The Impact of Urbanization of Wekiva Springshed on Groundwater 5.1 Introduction <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | 5.2 Region of Study <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | 5.3 Computational Models \u2013 WASH123D <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | 5.4 Model Setup <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | 5.5 Calibration \u2013 Simulation Results <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | 5.6 Applications <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | 5.7 Conclusions <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | 5.8 References <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | Part II: Stormwater Management with Regional Infiltration Technologies Chapter 6: Groundwater Contamination Potential from Infiltration of Urban Stormwater Runoff 6.1 Introduction <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | 6.2 Groundwater Impacts from Stormwater Infiltration <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | 6.3 Case Study: Field Infiltration Devices Treating Urban Stormwater Runoff <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | 6.4 Laboratory Investigations into Soil’s Pollutant Removal Ability <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | 6.5 Predicting Pollutant Removal in the Vadose Zone <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | 6.6 Conclusions <\/td>\n<\/tr>\n | ||||||
171<\/td>\n | 6.7 References <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | Chapter 7: Mitigation of Urban Stormwater and Polluted River Water Impacts on Water Quality with Riverbank Filtration <\/td>\n<\/tr>\n | ||||||
181<\/td>\n | 7.1 Introduction <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | 7.2 Treatment Mechanisms and Operational Limitations <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | 7.3 RBF around the World <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | 7.4 Surface Water Quality Changes due to Urban Stormwater Runoff and Pollution <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | 7.5 Organics Removal <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | 7.6 Inorganics Removal <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | 7.7 Pathogen Removal <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | 7.8 Compensation for Peaks and Shock Loads <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | 7.9 Conclusions <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | 7.10 References <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | Chapter 8: Use of Functionalized Filter Medium for Nutrient Removal in Stormwater Ponds 8.1 Introduction <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | 8.2 Design Philosophy <\/td>\n<\/tr>\n | ||||||
218<\/td>\n | 8.3 Literature Review <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | 8.4 Materials and Methods <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | 8.5 Results and Discussion <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | 8.6 Conclusions 8.7 References <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | Part III: Wastewater Treatment and Disposal with Nutrient Removal Chapter 9: Comparative Assessment of Two Standard Septic Tank Drain Fields Using Different Sands with Recirculation for Nutrient Removal 9.1 Introduction <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | 9.2 Materials and Methods <\/td>\n<\/tr>\n | ||||||
253<\/td>\n | 9.3 Results and Discussion <\/td>\n<\/tr>\n | ||||||
261<\/td>\n | 9.4 Conclusions <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | 9.5 References <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | Chapter 10: Considerations Regarding Geochemical Transformations Downstream of Subsurface Wastewater Effluent Disposal Facilities 10.1 Introduction <\/td>\n<\/tr>\n | ||||||
268<\/td>\n | 10.2 Background <\/td>\n<\/tr>\n | ||||||
273<\/td>\n | 10.3 Bacterially-Mediated Oxidation-Reduction Reactions in Groundwater Affected by Wastewater Effluent Discharge Facilities <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | 10.4 Modeling the Transport and Transformations Related to Wastewater Discharge <\/td>\n<\/tr>\n | ||||||
278<\/td>\n | 10.5 Case Study \u2013 Transport and Transformations Downstream of a Wastewater Effluent Discharge <\/td>\n<\/tr>\n | ||||||
286<\/td>\n | 10.6 Conclusions <\/td>\n<\/tr>\n | ||||||
288<\/td>\n | 10.7 References <\/td>\n<\/tr>\n | ||||||
292<\/td>\n | Chapter 11: Use of Wetland Systems for Groundwater Recharge in Two Urban Wastewater Treatment Plants in Orlando, Florida <\/td>\n<\/tr>\n | ||||||
293<\/td>\n | 11.1 Introduction <\/td>\n<\/tr>\n | ||||||
295<\/td>\n | 11.2 Northwest Wastewater Reclamation Facility Wetlands <\/td>\n<\/tr>\n | ||||||
310<\/td>\n | 11.3 Eastern Wastewater Reclamation Facility Wetlands <\/td>\n<\/tr>\n | ||||||
319<\/td>\n | 11.4 Groundwater Monitoring <\/td>\n<\/tr>\n | ||||||
320<\/td>\n | 11.5 Conclusions <\/td>\n<\/tr>\n | ||||||
321<\/td>\n | 11.6 References <\/td>\n<\/tr>\n | ||||||
323<\/td>\n | Part IV: Low Impact Development with Landscape Architecture Technologies Chapter 12: Low Impact Development Practices: Designing to Infiltrate in Various Urban Environments <\/td>\n<\/tr>\n | ||||||
324<\/td>\n | 12.1 Introduction <\/td>\n<\/tr>\n | ||||||
326<\/td>\n | 12.2 Infiltration BMPs Associated with Low Impact Development <\/td>\n<\/tr>\n | ||||||
342<\/td>\n | 12.3 Applications of Low Impact Development BMPs <\/td>\n<\/tr>\n | ||||||
355<\/td>\n | 12.4 Conclusions <\/td>\n<\/tr>\n | ||||||
356<\/td>\n | 12.5 References <\/td>\n<\/tr>\n | ||||||
359<\/td>\n | Chapter 13: Environmental Effects of Pervious Pavement as a Low Impact Development Installation in Urban Regions 13.1 Introduction <\/td>\n<\/tr>\n | ||||||
362<\/td>\n | 13.2 Quantitative Assessment <\/td>\n<\/tr>\n | ||||||
364<\/td>\n | 13.3 Qualitative Assessment <\/td>\n<\/tr>\n | ||||||
374<\/td>\n | 13.4 Recommendations <\/td>\n<\/tr>\n | ||||||
375<\/td>\n | 13.5 Conclusions <\/td>\n<\/tr>\n | ||||||
377<\/td>\n | 13.6 References <\/td>\n<\/tr>\n | ||||||
382<\/td>\n | Chapter 14: Hydrological and Environmental Modeling Analyses of Pervious Pavement Impact in a Coastal City 14.1 Introduction <\/td>\n<\/tr>\n | ||||||
383<\/td>\n | 14.2 Model Development <\/td>\n<\/tr>\n | ||||||
392<\/td>\n | 14.3 Case Study <\/td>\n<\/tr>\n | ||||||
401<\/td>\n | 14.4 Conclusions <\/td>\n<\/tr>\n | ||||||
402<\/td>\n | 14.5 References <\/td>\n<\/tr>\n | ||||||
404<\/td>\n | Appendix: About the Editor <\/td>\n<\/tr>\n | ||||||
406<\/td>\n | Index A B C D E F <\/td>\n<\/tr>\n | ||||||
407<\/td>\n | G I H L M N <\/td>\n<\/tr>\n | ||||||
408<\/td>\n | O P Q R S <\/td>\n<\/tr>\n | ||||||
409<\/td>\n | U V W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Effects of Urbanization on Groundwater<\/b><\/p>\n |