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- Title
- Assessment of Links between Sea Level Variations and Climate Variability and Change.
- Creator
- Schmidt, Alejandra R., Teegavarapu, Ramesh, Florida Atlantic University, College of Engineering and Computer Science, Department of Civil, Environmental and Geomatics Engineering
- Abstract/Description
-
A comprehensive study is conducted to evaluate global sea levels for trends and variations due to climate change and variability by using non-parametric methods. Individual and coupled effects of inter-annual ENSO, decadal PDO, multi-decadal AMO, and quasi-decadal NAO on sea levels are evaluated. Combined influences of different phases (cool or warm) of PDO, AMO, and NAO influences and ENSO are also evaluated. The results from this study showed that sea level at 60% of the sites is increasing...
Show moreA comprehensive study is conducted to evaluate global sea levels for trends and variations due to climate change and variability by using non-parametric methods. Individual and coupled effects of inter-annual ENSO, decadal PDO, multi-decadal AMO, and quasi-decadal NAO on sea levels are evaluated. Combined influences of different phases (cool or warm) of PDO, AMO, and NAO influences and ENSO are also evaluated. The results from this study showed that sea level at 60% of the sites is increasing with time with all four oscillations impacting global sea levels. AMO warm phase individually and PDO warm combined with La-NiƱa phase contribute to higher sea levels throughout the world. Trends and variations in sea levels are noted to be spatially non-uniform. Understanding and quantifying climate variability influenced variations in sea levels and assessment of long-term trends enables protection of coastal regions of the world from sea level rise.
Show less - Date Issued
- 2017
- PURL
- http://purl.flvc.org/fau/fd/FA00005936
- Subject Headings
- Dissertations, Academic -- Florida Atlantic University, Climatic changes., Sea level., Sea level rise, Global.
- Format
- Document (PDF)
- Title
- Development of a Biosensor to Detect Landfill Odors Using Human Odorant Binding Protein.
- Creator
- Roblyer, Julia Gia, Meeroff, Daniel E., Florida Atlantic University, College of Engineering and Computer Science, Department of Civil, Environmental and Geomatics Engineering
- Abstract/Description
-
Landfills receive odor complaints from local residents potentially resulting in legal ramifications and decreasing quality of life of the neighboring communities. However, analytical technologies to objectively measure odors in the field that will reflect human odor perceptions at a reasonable price do not currently exist. Hydrogen sulfide (H2S) is detectable by humans at low odor thresholds and may be one of the main nuisance odors emanating from landfills. For the first time, hOBPIIa...
Show moreLandfills receive odor complaints from local residents potentially resulting in legal ramifications and decreasing quality of life of the neighboring communities. However, analytical technologies to objectively measure odors in the field that will reflect human odor perceptions at a reasonable price do not currently exist. Hydrogen sulfide (H2S) is detectable by humans at low odor thresholds and may be one of the main nuisance odors emanating from landfills. For the first time, hOBPIIa complexed with 1- AMA has been used to detect H2S concentrations by spectrofluorometry. The optimal ratio of hOPBIIa-to-1-AMA was determined to be approximately 1:1. A strong linear regression model was generated to predict H2S concentrations from peak fluorescent emission intensity measurements within a range of 0-8.3 g of H2S. A novel experimental exposure chamber prototype was developed that has the potential to be incorporated into a portable sensor because it is compact.
Show less - Date Issued
- 2017
- PURL
- http://purl.flvc.org/fau/fd/FA00005939
- Subject Headings
- Dissertations, Academic -- Florida Atlantic University, Landfills., Biosensors., Odor sensors., Odor control.
- Format
- Document (PDF)
- Title
- Fracture and Fatigue Behavior of Geosynthetic Reinforced Asphalt Concrete for Pavement Overlays.
- Creator
- Polidora, Jamie Barbara, Sobhan, Khaled, Florida Atlantic University, College of Engineering and Computer Science, Department of Civil, Environmental and Geomatics Engineering
- Abstract/Description
-
Flexible or asphalt pavements constitute nearly 94% of the 2.7 million miles of existing roadways in the United States. In a typical rehabilitation project, the existing asphalt pavement is milled up to a prescribed depth for removing the near surface distresses such as excessive cracking and rutting, and a new overlay is placed. The average time between resurfacing projects varies depending on the level of pavement deterioration which is significantly accelerated when poor subgrade...
Show moreFlexible or asphalt pavements constitute nearly 94% of the 2.7 million miles of existing roadways in the United States. In a typical rehabilitation project, the existing asphalt pavement is milled up to a prescribed depth for removing the near surface distresses such as excessive cracking and rutting, and a new overlay is placed. The average time between resurfacing projects varies depending on the level of pavement deterioration which is significantly accelerated when poor subgrade conditions are encountered. The use of geosynthetic reinforcement within the new asphalt overlay is often perceived as a mitigation strategy that can delay the onset and propagation of reflection cracking, and also control the rutting and differential settlement. However, some mixed reviews about the performance of the geosynthetic reinforced overlays have been reported in the literature. In Phase I of this study, a laboratory investigation was conducted for evaluating the flexural fatigue behavior, permanent deformation response, and fracture characteristics of geogrid reinforced asphalt beam specimens made from a typical overlay material. The laboratory specimens included geogrid as a single-layer inclusion either at the bottom third depth or at the mid height, and as double-layer inclusion, with geogrid placed both at the bottom third and at the middle of the beam. In Phase II, a case study involving geogrid reinforced overlay constructed over a deteriorated pavement underlain by soft subgrade in southeastern Florida was numerically simulated. It was found that the geogrid reinforcement significantly improved the fatigue and fracture properties of the asphalt beams compared to unreinforced specimens. Results from numerical simulation demonstrated that the double reinforced overlay resulted in the minimum tensile stress at the bottom of the asphalt layer (reducing the cracking potential) and minimum vertical strain on the top of the subgrade (reducing the rutting potential), compared to unreinforced or bottom-third reinforced overlays. Accordingly, it is concluded that the double layer reinforcement of asphalt overlays with an appropriate geosynthetic product can be beneficial for the performance and long term preservation of the pavement system when soft soils are encountered.
Show less - Date Issued
- 2017
- PURL
- http://purl.flvc.org/fau/fd/FA00004972, http://purl.flvc.org/fau/fd/FA00004962
- Subject Headings
- Dissertations, Academic -- Florida Atlantic University, Reinforced concrete., Asphalt pavements., Geosynthetics., Pavements--Overlays--Evaluation.
- Format
- Document (PDF)