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A prediction of meander migration based on large-scale flume tests in clayPark, Namgyu 15 May 2009 (has links)
Meander migration is a complex and dynamic process of the lateral movement of
a river due to erosion on one bank and deposition on the opposite bank. As a result, the
channel migrates in a lateral direction, which might be a major concern for the safety of
bridges during their life span of 75 years. Although there are several existing models for
predicting meander migration of a river, none of them are based on the physical model
tests on a specific type of soil.
A total of eight flume tests are conducted to develop a prediction equation of
meander migration in clay. The test results of migration rate follow a hyperbolic
function, and spatial distribution of the maximum migration distance is fitted with the
Pearson IV function. The proposed equations of the initial migration rate and the
maximum migration distance, obtained by a multiple regression technique, are validated
with the laboratory data.
A new methodology for risk analysis is developed to process a number of
predicted channel locations based on each future hydrograph generated in such a way that all the hydrographs have the same probability of occurrence. As the output from risk
analysis, a CDF map is created for a whole river representing a general trend of
migration movement along with the probability associated with new location of the river.
In addition, a separate screen is generated with a CDF plot for a given bridge direction
so that bridge engineers can read a specific migration distance along the bridge
corresponding to the target risk level (e.g. 1 %).
The newly developed components through this research are incorporated with the
other components in the MEANDER program which is a stand-alone program and the
final outcome of the research team. Verification study of the MEANDER program is
conducted with full-scale field data at the Brazos River at SH 105, Texas. The prediction
results matched quite well with the measured field data. However, a more extensive
verification study for other sites is highly recommended.
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Liquefaction assessment and flume modelling of the Merriespruit gold and Bafokeng platinum tailingsPapageorgiou, George January 2003 (has links)
1 v., various pagings + 1 computer disk, 4 3/4 in.
Thesis (Ph.D.) -- University of the Witwatersrand, 2004. / AC 2018
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Design and experimental evaluation of a unidirectional flow collective air pumps wave energy converterRodriguez-Macedo, Julio Cesar 08 January 2018 (has links)
Commercial viability of Wave Energy Converters (WEC) depends on addressing
not only the energetic effciency, but also in solving the practical issues related to
manufacturing methods, access to technology, handling, transportation and installation,
operation and maintenance, impact on marine life and most importantly the
cost per kW-h. The UFCAP WEC is one concept which has the potential to facilitate
handling, manufacturing, and installation activities as well as to be able to lower the
current wave energy cost per kW-h, however its feasibility had not been properly assessed nor proved. It consists of multiple interconnected Oscillating Water Columns
(OWC) chambers, it is modular, and simple, with no-moving parts in contact with
the water and can use a simpler one-direction turbine which is more economic, and
more effcient than self-rectifying turbines used in most of the OWCs devices. Testing
of the device to fully assess its feasibility required a low pressure check-valve, and
a customized turbine which were developed during the present work. Check-valves
are widely used in the industry for medium or high-pressures, but were not available
at all for large-flows with low-pressure-differences. A novel check-valve was devised
for this application, along with the scaled UFCAP prototypes developed to be tested
in a wave-flume and in the ocean to validate UFCAPs concept feasibility, and identify
critical design parameters and features such as the conduit/air-chamber ratio.
Ocean tests allowed to observe performance at component and assembly levels, learning
new failure-modes and stablishing best-practices for future deployments. Testing
confirmed the UFCAP WEC is not only an idea, but a concept which works
and can generateing electricity at a competitive cost. / Graduate
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Variable effects of non-plastic fines on the initiation and mobility of fluidized landslides: An experimental study / 流動性地すべりの発生と運動に及ぼす非塑性細粒分の影響に関する実験的研究Huang, Chao 25 March 2024 (has links)
京都大学 / 新制・課程博士 / 博士(理学) / 甲第25123号 / 理博第5030号 / 新制||理||1717(附属図書館) / 京都大学大学院理学研究科地球惑星科学専攻 / (主査)教授 王 功輝, 教授 松四 雄騎, 教授 大見 士朗 / 学位規則第4条第1項該当 / Doctor of Agricultural Science / Kyoto University / DGAM
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Pier Streamlining as a Bridge Local Scour Countermeasure and the Underlying Scour MechanismLi, Junhong, Li 23 May 2018 (has links)
No description available.
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