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Florida Bioreactor Demonstration Project
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1-1 |
1.1 Introduction |
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1-1 |
1.2 Projects Goals |
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1-1 |
1.3 Project Sites |
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1.3.1 New River Regional Landfill |
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1.3.2 Tomoka Farm Road Landfill |
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1.3.3 Polk County North Central Landfill |
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1.3.4 Alachua County Southwest Landfill |
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1.3.5 Highlands County Landfill |
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1.4 Objectives on the Work Plan |
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1.5 Organization of the Deliverables of the Florida Bioreactor Demonstration Project |
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2-1 |
2.1 Work Plan Objective and Deliverables |
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2.2 Innovative Research Techniques and Concepts Used in Florida Bioreactor Landfills |
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2.3 Site Description of New River Regional Landfill (NRRL) |
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2.4 Construction Process with Timeline |
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2.5 Permit Processes for the Bioreactor |
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2.6 Construction Details |
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2.6.1 Description of Vertical Well System at the NRRL |
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2.6.2 Gas Collection System and Toe Drain |
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2.6.3 Description of eachate collection manholes |
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2.6.4 Installation of In-Situ Instrumentation |
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2.6.4.1 Pressure transducers |
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2.6.4.2 Earth Pressure Cells |
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2.6.4.3 In-Situ Moisture Content Instrumentation |
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2.6.4.4 Temperature |
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2.6.4.5 Pore Water Pressure |
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2.7 Summary and Conclusion |
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3-1 |
3.1 Objective 2 of the project work plan |
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3-1 |
3.2 Major Inputs and Outputs of the Bioreactor |
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3.3 Major Input Parameters For The Operation Of A Bioreactor |
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3.3.1 Moisture Addition |
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3.3.2 Air Addition |
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3.4 Operation of the Bioreactor |
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3.5 Major Output Parameters For The Operation Of A Bioreactor |
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3.5.1 Leachate Generated at the Leachate Collection System |
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3.5.1.1 Measurement of Leachate Quantity |
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3.5.1.2 Measurement of Leachate Quality |
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3.5.2 Landfill gas generated from the surface of the landfill and from the manholes |
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3.5.2.1 Sizing of the blowers |
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3.5.1.2 Measurement of gas production and control of gas quality |
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3.5.3 Temperature of the waste in the landfill |
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3.5.4 Settlement of the waste |
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3.5.5 Moisture content using TDR and MTG sensors |
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3.6 Conclusion |
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4-1 |
4.1 Work Plan Objective and Deliverables |
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4.2 Use of Aerobic Bioreactor Landfill Technology |
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4.3 General Description of Aerobic Bioreactor Landfill Technology |
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4.4 Flammability of Landfill Gas |
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4-5 |
4.4.1 Composition of Landfill Gases |
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4.4.2 Anaerobic and Aerobic Landfill Gas |
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4.4.3 Flammability Limits of Methane |
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4.4.4 Air addition Test – Pilot Scale Lysimeter Installed in Polk County Landfill |
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4.4.5 Conclusions |
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4.5 Research on air addition to New River Regional Bioreactor Landfills |
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4.5.1 Field Tests I (2005) – Changes in Landfill Gas Quality as a Result of Controlled Air Injection |
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4.5.1.1 Experimental Site Description |
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4.5.1.2 Air Addition Test |
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4.5.1.3 Monitoring |
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4.5.1.4 Analytical Results |
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4.5.1.5 Findings |
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4.5.2 Field Tests II (2005) – Radial Influence and Temperature Dynamics of Air Addition |
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4.5.2.1 Radial Impact of Air Injection |
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4.5.2.2 Continuous Injection Temperature Control |
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4.5.2.3 Effects of Radial Air Injection on Gas Composition and Pressure |
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4.5.2.4 Effects of Continuous Air Injection on Temperature |
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4.5.2.5 Practical Implications |
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4.5.3 Field Tests III (2007) |
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4.6 Comparison of Aerobic Bioreactor Landfill to Anaerobic Bioreactor Landfill (Lysimeter Study) |
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4.6.1 General Description of the Lysimeter |
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4.6.2 Fabricated Waste Stream |
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4.6.3 Air Addition |
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4.6.4 Application of Overburden Pressure |
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4.6.5 Leachate and Gas Quality |
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4.6.6 Settlement |
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4.6.7 Heavy metals |
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4.7 Summary and Conclusions |
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5-1 |
5.1 Work Plan Objective and Deliverables |
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5.2 Innovative use of Instrumentation for the Project |
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5.3 Head on the Liner |
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5.3 Earth Pressure Cell |
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5.4 In-situ Moisture Measurements |
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5.4.1 Laboratory study and calibration of MTC sensors |
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5.4.1.1 Testing sensitivity with varying packing media size and liquid electrical conductivity |
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5.4.1.2 Sensor calibration |
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5.4.2 Field Application |
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5.4.2.1 Electrical resistance-based sensors |
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5.4.2.2 TDR sensors |
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5.4.2.3 TDR vs. MTG |
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5.5 Temperature Measurements |
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5.6 Summary and Conclusions |
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6-1 |
6.1 Work Plan Objective and Deliverables |
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6.2 Impact of Bioreactor Activities on Leachate Quality and Waste Stabilization |
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6.3 Monitoring Leachate Quality |
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6.3.1 Leachate quality of simulated bioreactors |
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6.3.2 Leachate quality of full scale bioreactor |
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6.4 Gas Quality and Gas Generation |
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6.4.1 Gas quality of aerobic and anaerobic bioreactors |
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6.4.2 Trace components of aerobic and anaerobic exhausts from the bioreactor |
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6.4.3 Gas production in the NRRL bioreactor |
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6.5 Solid Waste Characterization |
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6.5.1 Solid waste sampling |
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6.5.2 Solid waste characterization |
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6.5 Landfill Settlement |
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6.6 Summary and Conclusions |
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7-1 |
7.1 Work Plan Objective and Deliverables |
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7.2 Assessment of Bioreactor Landfill Performance |
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7.3 Waste Decomposition |
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7.3.1 Waste characteristics |
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7.3.2 Biochemical methane potential (BMP) assay results |
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7.3.3 Conclusions |
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7.4 Waste Decomposition Rate |
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7.5 Leachate Quality as an Indicator of Bioreactor Performance |
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7.6 Settlement |
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7.7 Feasibility of Air addition |
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7.7.1 Effect of continuous air injection on temperature |
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7.7.2 Landfill gas flammability |
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7.8 Estimation of Hydraulic Conductivity |
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7.8.1 Borehole tests |
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7.8.2 Hydraulic conductivity determination from field test |
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7.8.3 Conclusions |
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7.9 Conclusions and Summary |
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8-1 |
8.1 Objective 7 of the project work plan |
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8.2 Design and Operation of Bioreactor landfills |
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8.3 Design procedures |
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8.4 Design of vertical wells eachate recirculation system |
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8.4.1 Mathematical modeling of fluid flow through vertical wells |
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8.4.2 Type of vertical well system |
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8.5 Simulation and application of a multiphase microbiological and chemical kinetic-and-equilibrium model for simulating solid waste biodegradation |
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8.5.1 Anaerobic Biodegradation of Solid Waste |
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8.5.2 Nitrification and Denitrification Processes |
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8.6 Standard bioreactor operating procedure |
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8.6.1 Best time to start a bioreactor |
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8.6.2 Bioreactor Fundamentals |
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8.6.3 Moisture addition |
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8.6.4 Air Addition |
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8.6.5 Landfill Gas Extraction |
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8.6.6 Monitoring Parameters for Bioreactor Landfills |
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8.6.7 Concerns during the operation of a bioreactor |
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8.6.8 Bioreactor Closure |
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8.7 Summary and Conclusion |
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9-1 |
9.1 Work Plan Objective and Deliverables |
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9-2 |
9.2 Introduction |
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9-3 |
9.3 Model Description |
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9.3.1 Construction and operation and monitoring costs |
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9.3.2 Closure and post-closure care period costs |
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9.3.3 Leachate treatment costs and savings |
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9.3.4 Gas generation, collection, and utilization costs and benefits |
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9.3.5 Air injection costs |
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9.3.6 Airspace recovery benefits |
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9.4 Model Inputs |
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9.5 Discussion of Results |
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9.5.1 Influence of aeration duration on bioreactor landfill economics |
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9.5.2 Leachate treatment |
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9.5.3 Gas recovery for subsequent use |
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9.5.4 Air space recovery |
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9.5.5 Post-closure care periods |
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9.6 Conclusions |
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9.7 References |
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Attachment Volume 9 – Cost Analysis of Aerobic Bioreactor Landfill |
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Attachment Volume 9 – Cost Analysis of Hybrid Bioreactor Landfill – As-Built |
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Attachment Volume 9 – Cost Analysis of Hybrid Bioreactor Landfill – Retrofit |
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10-1 |
10.1 Work Plan Objective and Deliverables |
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10.2 Knowledge Dissemination |
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10.3 Educational Contribution for Students in SUS |
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10. 4 Bioreactor Workshops |
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10.5 Presentation of the Project to the Solid Waste Community in Florida |
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10.6 Bioreactor Operation Guide for Operators and Landfill Engineers |
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10.7 Summary and Conclusions |
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APPENDIX B Construction Photos (not available online) |
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APPENDIX D Peer-Reviewed Journal Aricles and Conference Proceedings |
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