A geophysical survey presents many challenges. A scientist must be able to not only understand the theory and nature of the geophysics being applied but must also be able to identify features of interest in a dataset. It is also of extreme importance to be able to determine where, in the subsurface, the features identified in the data occur. This research is designed in an attempt to identify the locations of subsurface heterogeneities that affect geophysical instrument response. An experiment was conducted in which topography, magnetics, ground-penetrating radar (GPR), and electromagnetic induction (EM) data were collected over a defined survey line. An excavator with a modified flat-bladed bucket was used to remove, or skim, a 5 to 10 cm thick layer of material from the survey line. Upon removal of the material, datasets from the above mentioned instruments were again collected along the same survey line. This process was repeated for 10 skims, resulting in a total of 11 sets of data for each instrument. Having collected data with various instruments in the same location as material was progressively removed allowed for an empirical study with the goal of noting how the response of each instrument changed with respect to the removal of material. By observing how the anomalies changed in the data from one skim to the next, a better understanding of the location of the causative heterogeneities could be had. Data for each instrument was compared to the equivalent data collected from each subsequent skim to determine how similar or different the data appeared as the depth of the trench increased. The experiment also sought to determine if the topographic variations, or roughness, along the survey line had any impact of the geophysical signals. The data collected from each instrument were compared to the topographic roughness of the survey line for the corresponding skim.

The accurate prediction of forces and motions on autonomous underwater vehicles (AUVs) operating close to the wavy free surface is imperative to their usefulness as oceanic research and warfare craft. Maneuvering models for underwater vessels are typically constrained to deep water motions where surface effects are negligible; however, a number of modeling assumptions that are applicable for deep water motions become invalid when the vessel is in proximity to the air-water interface. This dissertation investigates several aspects for the inclusion of free surface effects in maneuvering predictions of a shallowly submerged underwater vehicle. A lumped parameter maneuvering model for deeply submerged motion is improved to accommodate depth dependent effects by updating hydrodynamic derivatives using strip theory and boundary element method analysis. This new model can predict near-surface maneuvering motions of an AUV operating in calm or wavy waters. Alternative free surface affected motion predictions are offered by the Lagrangian Nonlinear Maneuvering and Seakeeping (LNMS) model, which provides motion predictions of a vehicle under waves using calculations from first principle energy considerations. While both models provide their own approach to shallowly submerged vehicle motion predictions, each model suffers from its own limiting hydrodynamic modeling assumptions such as linearized free surface boundary conditions, potential flow assumptions, and slowly varying motions. An investigation into the errors from these simplifying assumptions, including under prediction of the steady-state wave making forces and neglect of viscous effects, led to the creation of an innovative impulse motion model for the calculation of hydrodynamic parameters reducing the need for simplifying assumptions. The significant, novel contributions to near-surface AUV maneuvering research provided in this dissertation are listed below: 1. Creation of a free-surface affected lumped parameter maneuvering and seakeeping model using depth corrected hydrodynamic parameters from strip theory and boundary element method analysis 2. Investigation into the errors associated with linearized free surface boundary conditions and potential flow assumptions during the prediction of near-surface steady-state motions 3. Development of an impulse motion simulation procedure using 3D Unsteady Reynolds- Averaged Navier-Stokes Equation (URANSE) solvers to calculate the infinite frequency hydrodynamic added mass of a shallowly submerged underwater vehicle from rest and constant forward speed / Doctor of Philosophy / Autonomous underwater vehicles (AUVS) are an increasingly used tool in the exploration, defense, and study of our oceans and seaways. An essential aspect for the creation of various AUV systems is the accurate prediction of forces and motions while operating in a variety of different conditions, including near the wavy water surface. Maneuvering models that predict the motions of underwater vehicles often opt for deep water simplifying assumptions where the free surface has no effect; however, these assumptions aren't always valid. This dissertation looks to better understand the effects that a free surface has on AUV motion predictions and how these effects can be captured, understood, and incorporated within different maneuvering models. This goal is achieved by updating a previously constructed deep water maneuvering model to account for proximity to the free surface as well as exploring new methods that calculate the hydrodynamic parameters of a vehicle operating at these depths. With these findings, AUVs will be better informed to move as intended while operating in important combat and research zones of the ocean.

Seismic first-arrival tomography is a technique currently experiencing a renaissance in popularity due to the simplicity of implementation and promising results for delineating a variety of subsurface targets. The purpose of this study is to investigate seismic first-arrival tomography in a variety of settings and applications, and thus to provide a solid framework for future work. The study largely consists of two separate themes, hydrogeophysics and low-velocity anomaly detection. Hydrogeophysics is an emerging field whereby measured geophysical properties are used as proxies for physical properties of the subsurface. This study represents one of the first high-resolution hydrogeophysical investigations in the upper three meters of the subsurface using seismic first-arrival tomography, and consists of detecting shallow high-velocity zones that are interpreted to be perched water bodies on the basis of geophysical and hydrologic evidence. The delineation and imaging of the perched water bodies is further advanced using trend-analysis techniques. A second theme of this dissertation is the optimization of methods for delineating low-velocity anomalies at depth using seismic first-arrival tomography. In order to locate a low-velocity zone at Oak Ridge, Tennessee, multiple seismic lines were collected and correlated with site-wide geology. The integration of geologic and geophysical data-sets assisted in developing a comprehensive transport conceptual model, and provided a predictive framework for future geophysical investigations at Oak Ridge. As a second component of this theme, a systematic methodology for detecting and delineating shallow low-velocity zones is developed.

Three small-scale seismic experiments were conducted with the objective of identifying shallow scatterers that are principally fractures. The experiment targeted the upper 100m of the Earths subsurface. The analysis consisted of three steps. In the first step, we acquired data from three seismic arrays, at two different field sites. In the second step, the seismic records were processed using semblance analysis. The semblance coefficient for scattered waves was calculated as a function of their arrival time, apparent velocity, and azimuth. This information was the input for the third step the 3-D imaging algorithm. Scatterers in a homogeneous media were imaged along ellipses with dimensions defined by the true velocity of propagation and the time of arrival. The depth was defined from the ratio of true to apparent velocity. The three-dimensional images from an outcrop field site outline a zone of contact between granite and amphibolite-biotite gneiss. This contact zone is most likely controlled by a combination of fractures, joints and differential weathering. The semblance imaging technique failed to locate a subhorizontal fracture within the bedrock of a site with a soil cover. These results suggest that the technique can be successfully applied to a medium that can be approximated with homogeneous velocity structure. For more complex environments, the algorithm must be modified. First, ray tracing must be incorporated in the algorithm to find the exact locations of the near-surface heterogeneities. Second, geophones and source should be applied to the bedrock to avoid the attenuation from the soil overburden.

Many scientific studies have been conducted on the Cretaceous-Paleogene boundary (KTB) in the Gulf coast region and, in particular, the Brazos River section in Falls County, Texas. Despite this, there remains much to be learned about the KTB and its depositional environment. Study of the KTB has been multidisciplinary, primarily in the fields of sedimentology and paleontology. Some researchers in these disciplines have questioned the consensus view of the placement of the KTB and subsequent interpretation of the timing of depositional events and mass extinction events. Geophysical methods have potential to provide additional understanding of the physical properties of the KTB. To date, study of the KTB has relied on point data and borehole information to create cross sections of the complex. Seismic refraction surveys can provide spatially continuous information on susburface horizons located adjacent to the KTB. In this study, seismic first-arrival traveltimes are processed with a tomographic modeling program to map the top of the hummocky cross-bedded sandstone (HCS), which is a key indicator of the deposition environment at the time of KTB boundary complex placement. The survey area is located at Cottonmouth Creek, a tributary of the Brazos River. Three seismic lines were surveyed, one across Cottonmouth Creek, and two parallel to the creek on either side. The data from the two parallel lines were processed using the 2-D seismic refraction tomography algorithm of Zelt and Smith. The reconstructed depth to the HCS in the survey area is approximately 6 m, with layer seismic velocities of 364, 1800, and 2200 m/s, respectively. Seismic tomography successfully mapped the HCS layer and reveals approximately 1 m amplitude undulations vertically and undulations on the order of several m horizontally. These variations are consistent with exposed surfaces of the HCS in the creek bed. Seismic refraction has been utilized successfully herein to map a key buried indicator, namely the top of the HCS layer, associated with the KTB complex. A detailed 3-D seismic refraction survey at this site is recommended to generate a high-resolution 2-D terrain map of the top of the HCS layer.

Pointe du Hoc overlooking the English Channel in Normandy, France was host to one of the most important military engagements of World War II. While the site is a valuable historic cultural resource, it is vulnerable to cliff collapses that already have endangered the observation post and Rudder?s command post. The observation post has been closed to visitors for some time due to safety concerns. Geophysical techniques have been used increasingly in recent years for slope stability investigation purposes. The objective of this study is to apply advanced 3?D resistivity tomography toward a detailed site stability assessment with special attention to the two at-risk buildings. 3?D resistivity tomography datasets at Pointe du Hoc in the presence of extreme topography and dense cultural clutter have been successfully acquired, inverted, and interpreted. The cliff stability in the areas around the two at?risk buildings has been analyzed. A hazard assessment scheme has been designed in which regions of high resistivity are interpreted as zones of open, dry fractures with a moderate mass movement potential. Regions of low resistivity are zones of wet, clay?filled fractures with a high mass movement potential. The observation post tomography results indicate that the highest mass movement hazard appears to be associated with the marine caverns at the base of the cliff that are positioned at the point of strongest wave attack. These caverns likely occupy the future site of development of a sea arch which will definitely threaten the observation post building. A high probability of a soil wedge failure is on the east?facing cliff edge close to the observation post that could damage or destroy the building. The mass movement potential at the Rudder?s command post area is low to moderate. The greatest risk is associated with soil wedge failures at the top of the cliffs. The resistivity geophysical data add great value to the natural geohazard assessment at Pointe du Hoc and constitute an integral component of an interdisciplinary approach to the problem of cultural resource preservation at the site. Geophysics is a non?invasive and relatively inexpensive technology that provides unique constraints which are unobtainable using traditional engineering geology methods for site characterization. However, the technology is difficult to master and the inherent limitations must be carefully understood to ensure a reliable geotechnical interpretation.

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An analysis to determine physical and spatial patterns of the surface latent heat flux (LHF) and near surface (5m) salinity (NSS) beneath tropical cyclones (TCs) in the North Atlantic and eastern North Pacific basins during the first 24 hours of rapid intensification (RI) was conducted using empirical orthogonal function (EOF) analysis. To determine if these patterns were unique to RI, TC RI cases were compared to three non-RI intensification thresholds, 10 kt, 15 kt and 20 kt, for both LHF and NSS. Though similarities exist between non-RI and RI cases physical and spatial patterns unique to the RI cases did exist. Sea surface temperatures associated with statistically identified TC groups were assessed for their potential influence on RI. While inconclusive in the eastern North Pacific, NSS in the Atlantic may play a role for RI TCs in areas affected by river discharge from South America.

Microbes in nature live collaboratively in adherent communities, known as biofilms. Biofilms can be contextually beneficial or detrimental. In medical implants, biofilms cause infections leading to additional healthcare costs of billions of dollars. Studies have found that micro/nanoscale surface topography can significantly alter (i.e., promote or hinder) the process of biofilm formation. The formation of biofilm starts with planktonic microbes attach to the surface. To further understand the biophysical underpinning of this process, the effect of aligned nanoscale surface structures on microbial adhesion was studied. To this end, aligned nanofiber coating with controlled fiber diameter and edge-to-edge spacing were manufactured using the Spinneret-based Tunable Engineered Parameters (STEP) techniques. The effect of surface topography on bacterial near-surface motility was studied. The experimental results showed that the bacterial attachment and near-surface motion can be greatly impacted by surface topography. Furthermore, the finding was applied to ureteral stents. The results showed that the aligned nanofiber can significantly reduce the biofilm formation process on ureteral stents. / Master of Science / Many microbes in nature live in adherent communities called biofilm. Biofilms contain individual microbes inside polymeric matrix which protect them from environmental stressors such as antibiotics. Biofilms are a significant contributor to the infection of implantable medical devices, which leads to additional healthcare costs of billions of dollars annually in the U.S. alone. Studies have found that sub-micron scale surface topography can significantly promote or hinder biofilm formation; however, the exact mechanism remains poorly understood. To further understand this process, the effect of aligned nanoscale surface structures on microbial adhesion was studied. The formation of microbial biofilm starts with swimming bacteria sensing the liquid-solid interface and attaching to the surface. Microbes are more likely to settle on a surface if a surface is favorable to attach. However, the decision-making process has not been fully understood. Our experimental results showed that the bacterial attachment and near-surface motion can be greatly influenced by surface topography. Furthermore, the finding was applied to ureteral stents, which is a type of medical implants used to maintain the flow of urine in the urinary tract. Ureteral stents serve great for medical purposes, but as foreign bodies, they also lead to urinary tract infection. The results showed that some types of aligned fiber coating increased microbial attachment density, while other types of aligned fiber coating reduced the bacterial surface coverage by up to 80%, which provides directions for future studies.

Most of the today’s concrete structures are older than tenyears, and the need to strengthening existing structures is growing steadily. This is due to various reasons such as degradation due to ageing, environmentally induced degradation, poor initial design or construction and lack of maintenance, to name a few. Among the benefits of strengthening existing structures are; less impacts on the environmental and financial benefits. Therefore, there is a need to find alternative ways to strengthen concrete structures more effectively. For the past decades, several different strengthening methods have been studied. Two examples are externally bonded reinforcement (EBR) and near surface mounted reinforcement (NSM). The outcome of these studies has shown a significant enhancement to the structures. Steel plates and rebar have been used to strengthen concrete structures and have shown good increases in flexural capacity. For this purpose, resins have been used to implement the steel plates and rebar, e.g. shotcrete and epoxy. Due to the weight of steel and its sensitivity to corrosion, new materials have been sought. A promising material for this use is the fiber reinforced polymers (FRP). There are several types of FRP such as, carbon fiber reinforced polymer (CFRP), glass fiber reinforced polymer (GFRP) and aramid fiber reinforced polymer (AFRP). These new material has shown a better performance, due to their light weight, resistance to corrosion,etc. NSM and EBR perform extremely well in practice as long as sufficient anchorage is provided. However, a premature debonding has been observed by several researchers. This report will study an alternative method to reinforce existing concrete structures called “Side Near Surface Mounted Reinforcement (S-NSMR)” in association with a project run by Gabriel Sas at Luleå University of Technology. This is compared to Bottom Near Surface Mounted Reinforcement (B-NSM), which is a well-established method. It is assumed that the fiberutilisation will increase in NSM applied on the side of the beam. If this hypothesis is proven correct, the proposed method will also solve a major constrain in the utilisation of the NSM technique. In certain cases, the bottom of a beam is not fully accessible for strengthening using bottom Applied NSM techniques due to e.g. partition walls or beam-column joints. To test the effect of S-NSMR seven concrete beams, one reference beam with no fiberreinforcement and two sets of three, for S-NSMR and B-NSMR respectively with different CFRP-rebar length, were tested in the laboratory. An analytical calculation has also been carried out. In this thesis, a parametric study is performed with FEM software Atena. The thesis begins with a study of the failure phenomena occurring in the earlier mentioned strengthening method. A benchmark model is then modelled with a good comparison to the experimental results. An idealised model of the steel reinforcement in the concrete beam is used according to Eurocode 2. Material parameters in concrete are calculated according to Atena theory documents. The influence of creep and shrinkage are considered by reducing the elastic modulus of concrete by 25 %, reducing the tensile strength by 50 % and fracture energy accordingly. Thereafter, three additional parameters were chosen to continue the parametric study with Atena, 1) CFRP with E-modulus 160 GPa, 2) two different position in cross-section height of S-NSM and 3) five shorter CFRP-rebar each 100 mm smaller than the previous rebar. The behaviour of the two reinforcing types is then compared. The first parameter is, CFRP with a smaller E-modulus. It could be observed that all beams lost their stiffness, especially after yielding of the steel reinforcement. A small improvement in ductility could also be observed. The utilisation rate of CFRP increased by 13-16% in the case of S-NSM and 18-20% in the case of B-NSM. The second parameter is, different position of CFRP along the height of the beams cross-section in S-NSM beams. The positions of the CFRP was lowered in two steps. In each case an increase in stiffness and a decrease in ductility could be observed. However, the increase of the stiffness was still smaller than the stiffness in the B-NSM, in all cases. The failure mode changed from a ductile (concrete crushing) type to a more brittle kind (peeling-off concrete), due to large flexural cracks at the end of the CFRP-rebar.   The utilisation rate of CFRP-rebar, is decreased in each S-NSM beam except for S-NSM 2 with the height 25 mm. The reduction in the utilisation rate of the CFRP is 7-32 % and in S-NSM 2 with the height H25mm showing an increased in utilisation rate by 7 %. The third is parameter, different length of CFRP-rebar. In the case of S-NSM, the failure mode changed from a ductile failure mode to a brittle failure mode. The utilisation rate decreased with the decrease in CFRP length. In three of five cases, the S-NSM shows a higher ultimate load-displacement relation, and in all five cases the maximum tensile strains in the CFRP were higher in S-NSM than B-NSM. Even though the stiffness in the S-NSM is lower than the B-NSM, it would be more preferable to use the S-NSM than B-NSM, because of its higher ultimate load and lower displacements.