ASCE 9780784410783 2010
$59.58
Effects of Urbanization on Groundwater
Published By | Publication Date | Number of Pages |
ASCE | 2010 | 410 |
This report presents sustainable systems engineering technologies and applies them to the management of water in urban areas.
PDF Catalog
PDF Pages | PDF Title |
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8 | Table of Contents |
16 | Chapter 1: Sustainable Development in Urban Regions 1.1 Introduction |
17 | 1.2 Current Scope and Feature Areas |
19 | 1.3 Future Directions |
20 | 1.4 References |
21 | 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 |
24 | 2.2 Geological Formation |
25 | 2.3 Site Characterization |
27 | 2.4 Aquifer Recharge |
28 | 2.5 Aquifer Discharge |
29 | 2.6 Water Quality |
31 | 2.7 Well Design 2.8 Well Drilling and Casing Installation |
32 | 2.9 Geophysical Tests |
33 | 2.10 Acidization and Chemical Treatment 2.11 Well Development |
34 | 2.12 Pump Tests |
35 | 2.13 Pump and Equipment Design |
37 | 2.14 Installation Challenges and Critical Decisions |
39 | 2.15 Conclusions |
40 | 2.16 References |
41 | Chapter 3: Environmental Assessment of Using Stone Quarries as Part of an Integrative Water Supply System in Fast Growing Urban Regions |
42 | 3.1 Introduction 3.2 Literature Review |
47 | 3.3 Feasibility of Using Stone Quarries as Water Supply Reservoirs |
60 | 3.4 Conclusions |
61 | 3.5 References |
66 | Chapter 4: Saltwater Intrusion Management in Urban Area Aquifers – A Case Study for Savannah, Georgia 4.1 Introduction |
68 | 4.2 Literature Review |
72 | 4.3 Use of Analytical Solutions and Optimization Methods |
80 | 4.4 Optimal Management of Coastal Aquifer under Fuzzy Rules: The Savannah Case Study |
97 | 4.5 Conclusions |
98 | 4.6 References |
105 | Chapter 5: The Impact of Urbanization of Wekiva Springshed on Groundwater 5.1 Introduction |
106 | 5.2 Region of Study |
112 | 5.3 Computational Models – WASH123D |
119 | 5.4 Model Setup |
122 | 5.5 Calibration – Simulation Results |
127 | 5.6 Applications |
130 | 5.7 Conclusions |
132 | 5.8 References |
134 | Part II: Stormwater Management with Regional Infiltration Technologies Chapter 6: Groundwater Contamination Potential from Infiltration of Urban Stormwater Runoff 6.1 Introduction |
135 | 6.2 Groundwater Impacts from Stormwater Infiltration |
138 | 6.3 Case Study: Field Infiltration Devices Treating Urban Stormwater Runoff |
148 | 6.4 Laboratory Investigations into Soil’s Pollutant Removal Ability |
153 | 6.5 Predicting Pollutant Removal in the Vadose Zone |
169 | 6.6 Conclusions |
171 | 6.7 References |
180 | Chapter 7: Mitigation of Urban Stormwater and Polluted River Water Impacts on Water Quality with Riverbank Filtration |
181 | 7.1 Introduction |
182 | 7.2 Treatment Mechanisms and Operational Limitations |
190 | 7.3 RBF around the World |
192 | 7.4 Surface Water Quality Changes due to Urban Stormwater Runoff and Pollution |
194 | 7.5 Organics Removal |
195 | 7.6 Inorganics Removal |
197 | 7.7 Pathogen Removal |
200 | 7.8 Compensation for Peaks and Shock Loads |
202 | 7.9 Conclusions |
203 | 7.10 References |
214 | Chapter 8: Use of Functionalized Filter Medium for Nutrient Removal in Stormwater Ponds 8.1 Introduction |
216 | 8.2 Design Philosophy |
218 | 8.3 Literature Review |
226 | 8.4 Materials and Methods |
230 | 8.5 Results and Discussion |
235 | 8.6 Conclusions 8.7 References |
239 | 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 |
241 | 9.2 Materials and Methods |
253 | 9.3 Results and Discussion |
261 | 9.4 Conclusions |
262 | 9.5 References |
266 | Chapter 10: Considerations Regarding Geochemical Transformations Downstream of Subsurface Wastewater Effluent Disposal Facilities 10.1 Introduction |
268 | 10.2 Background |
273 | 10.3 Bacterially-Mediated Oxidation-Reduction Reactions in Groundwater Affected by Wastewater Effluent Discharge Facilities |
275 | 10.4 Modeling the Transport and Transformations Related to Wastewater Discharge |
278 | 10.5 Case Study – Transport and Transformations Downstream of a Wastewater Effluent Discharge |
286 | 10.6 Conclusions |
288 | 10.7 References |
292 | Chapter 11: Use of Wetland Systems for Groundwater Recharge in Two Urban Wastewater Treatment Plants in Orlando, Florida |
293 | 11.1 Introduction |
295 | 11.2 Northwest Wastewater Reclamation Facility Wetlands |
310 | 11.3 Eastern Wastewater Reclamation Facility Wetlands |
319 | 11.4 Groundwater Monitoring |
320 | 11.5 Conclusions |
321 | 11.6 References |
323 | Part IV: Low Impact Development with Landscape Architecture Technologies Chapter 12: Low Impact Development Practices: Designing to Infiltrate in Various Urban Environments |
324 | 12.1 Introduction |
326 | 12.2 Infiltration BMPs Associated with Low Impact Development |
342 | 12.3 Applications of Low Impact Development BMPs |
355 | 12.4 Conclusions |
356 | 12.5 References |
359 | Chapter 13: Environmental Effects of Pervious Pavement as a Low Impact Development Installation in Urban Regions 13.1 Introduction |
362 | 13.2 Quantitative Assessment |
364 | 13.3 Qualitative Assessment |
374 | 13.4 Recommendations |
375 | 13.5 Conclusions |
377 | 13.6 References |
382 | Chapter 14: Hydrological and Environmental Modeling Analyses of Pervious Pavement Impact in a Coastal City 14.1 Introduction |
383 | 14.2 Model Development |
392 | 14.3 Case Study |
401 | 14.4 Conclusions |
402 | 14.5 References |
404 | Appendix: About the Editor |
406 | Index A B C D E F |
407 | G I H L M N |
408 | O P Q R S |
409 | U V W |