No description available.

Thesis (Ph. D.)--University of Texas at Austin, 2007. / Vita. Includes bibliographical references.

Thesis (M.Sc.)--Aberdeen University, 2009. / Title from web page (viewed on Apr. 2, 2010). Includes bibliographical references.

No description available.

No description available.

Offshore pipelines are susceptible to the damage that leads to local collapse. If the ambient pressure is sufficiently high, local collapse can initiate a buckle that propagates at high velocity catastrophically destroying the pipeline. Buckle arrestors are circumferential local stiffeners that are placed periodically along the length of the pipeline. When properly designed, they arrest an incoming buckle thus limiting the damage to the structure to the distance between two adjacent arrestors. Slip-on type buckle arrestors are tight-fitting rings placed over the pipe. They are relatively easy to install and do not require welding. As a result they have been widely used in shallow waters. It has been known that such devices often cannot reach higher levels of arresting efficiency. The somewhat deficient performance is due to the fact that a buckle can penetrate such devices via a folded-up U-mode at pressures that are lower than the collapse pressure of the intact pipe. Because of this they have not seen extensive use in deeper waters. The aim of this study is to quantify the limits in arresting performance of slip-on buckle arrestors in order to enable expanded use in pipelines installed in moderately deep and deep waters. The performance of slip-on buckle arrestors is studied through a combination of experiments and analysis. The study concentrates on pipes with lower D/t values (18-35) suitable for moderately deep and deep waters. The arresting efficiency is studied parametrically through experiments and full scale numerical simulations. The results are used to generate an empirical design formula for the efficiency as a function of the pipe and arrestor geometric and mechanical properties. The performance of slip-on arrestors is shown to be bounded by the socalled the confined propagation pressure. That is the lowest pressure that U-mode pipe collapse propagates inside a rigid circular cavity. Therefore, a quantitative study of this critical pressure is undertaken using experiments and numerical simulations. A new expression relating this critical pressure to the material and geometric parameters of the liner pipe is developed. This in turn is used to develop quantitative limits for the efficiency of slip-on buckle arrestors.

Thesis (Ph. D.)--University of Texas at Austin, 1998. / Vita. Includes bibliographical references (leaves 169-172). Available also in a digital version from Dissertation Abstracts.

Thesis (Ph.D.)--University of Western Australia, 2007.

A research report submitted to the Faculty of Engineering and the Built Environment, University of the Witwatersrand, Johannesburg, in partial fulfilment of the requirements for the degree of Master of Science in Engineering, 2016 / Wax deposition in sub-sea pipelines is a major concern in the oil industry. Wax precipitates in a pipeline when the temperature falls below a certain temperature called the Wax Appearance Temperature. As wax precipitates and deposits in a pipeline, the wax deposit can cause oil flow problems and reduce production efficiency. At critical conditions wax deposits in pipelines may damage production equipment or cause a production stoppage. In the past two or three decades, the challenge has been to develop and apply high-fidelity models for wax deposition. In this context, two promising models have recently been developed: that of Eskin et al. (2014) and that of Haj-Shafiei et al. (2014). This research report tries to solve and elucidate some of the key assumptions of these wax deposition models, through implementing them in the Python Programming Language. In investigating the significance of the shape of the Solubility Curve on wax deposition, a concave shaped solubility curve was found to exhibit the highest average deposition and the convex shaped solubility curve the lowest average deposition. The shape of the solubility curve also drastically affects the peak wax height with a concave shaped solubility curve forming the greatest wax peak. The results have shown that the description of the phenomenon of Wax deposition in undersea pipelines is difficult to grasp for anyone not familiar with the topic because of the complexity of the mechanisms involved. Often, the models are difficult to visualise owing to their multi-dimensional solution procedure and the interdependence of parameters. The resultant programs could be utilised to help illustrate the process of Wax deposition to Engineering students or professionals who do not have access to expensive proprietary software or who are less proficient with programming but interested in the field. / GS2016

Seabed gouging by ice, also known as ice scouring, is a common feature of the Arctic and sub Arctic regions of the planet as well as in Antarctica. It is a phenomenon which occurs when ice moves while in contact with the seabed. Ice gouging is of economical significance due to the probability of disruption of seabed structures such as subsea pipelines. Small scale laboratory tests were conducted at 1g to investigate the scour force produced when a scaled iceberg model scours a test bed in dry and saturated conditions. The tests were conducted for a range of scour depths, scour widths, frontal rake angles and soil conditions to study the performance of a rigid indenter (iceberg keel) scouring a test bed. Furthermore, the tests were also conducted at various speeds to study the rate effect in sand. The effect of the drifting speed on the drag force was found to be important: a sandy seabed scoured by an iceberg with a mean drifting speed of 0.1 m/s can generate scour loads twice as large as the static loads. The methods used currently to predict ice scour loads consider only the static loads under drained conditions and these should be revised. The PIV (Particle Image Velocimetry) technique was utilized to study the sub-gouge deformation and the soil failure mechanism associated with ice gouging. The soil resistance and the sub gouge deformation results obtained in the laboratory were compared with centrifuge investigations (the PRISE and PIRAM programs) in order to examine the viability of extrapolating the results from the model scale to a prototype scale.