Spelling suggestions: "subject:"mam failure"" "subject:"aam failure""
1 |
Analysis of dam failures and diagnosis of distresses for dam rehabilitation /Xu, Yao. January 2010 (has links)
Includes bibliographical references (p. 250-262).
|
2 |
Risk assessment of dams /Al Maqbali, Nasser. January 1999 (has links) (PDF)
Thesis (M.Eng.Sc.) -- University of Adelaide, Dept. of Civil and Environmental Engineering, 2000? / Bibliography: leaves 101-104.
|
3 |
Risk assessment of damsAl Maqbali, Nasser. January 1999 (has links) (PDF)
Bibliography: leaves 101-104. Explores risk assessment of dams, a fundamental approach for dam safety measurement, providing a base on which all safety assessment and any appropriate regulation should be developed. Includes an overview of the relevant literature; an example of the application of this method by the South Australia Water Corporation; and it is also applied to the Wadi Al Jizzi Recharge Dam in the Sultanate of Oman. Conclusions and recommendations are presented on the applicability of risk assessment of dams method in the Sultanate of Oman.
|
4 |
Overtopping breaching of rock-avalanche dams : a thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering at the University of Canterbury /Wishart, Jeremy Scott. January 2007 (has links)
Thesis (M.E.)--University of Canterbury, 2007. / Typescript (photocopy). Includes bibliographical references (leaves 178-189). Also available via the World Wide Web.
|
5 |
The structural collapse of silt-sand fills after flooding.Pang, Kwok-kay, January 1979 (has links)
Thesis (M. Phil.)--University of Hong Kong, 1979.
|
6 |
The structural collapse of silt-sand fills after floodingPang, Kwok-kay, 彭國機 January 1979 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
|
7 |
Numerical Modelling of Dam BreachingLismanis, Brandon 05 April 2013 (has links)
Until recently, research has been scarce in the field of physical modelling of dam breaching. Over the past few years, teams from the University of Ottawa, Canada, Delft University of Technology, Netherlands, and HR Wallingford, United Kingdom have worked on several physical models to help determine how various dam breaching characteristics vary due to changes in dam geometry and geotechnical properties. The purpose of this project is to use these new experimental data sets to compare and validate the applicability range of two existing pieces of software, MIKE11-DB and BREACH developed by the Danish Hydraulic Institute and National Weather Service, respectively. Several breaching characteristics such as the outflow hydrograph, peak flow, lag time, breaching time, breach width, and water level are considered in the present study. A sensitivity analysis is also performed on the model’s main input parameters and their sensitivity and performance is ranked accordingly.
|
8 |
Numerical Modelling of Dam BreachingLismanis, Brandon 05 April 2013 (has links)
Until recently, research has been scarce in the field of physical modelling of dam breaching. Over the past few years, teams from the University of Ottawa, Canada, Delft University of Technology, Netherlands, and HR Wallingford, United Kingdom have worked on several physical models to help determine how various dam breaching characteristics vary due to changes in dam geometry and geotechnical properties. The purpose of this project is to use these new experimental data sets to compare and validate the applicability range of two existing pieces of software, MIKE11-DB and BREACH developed by the Danish Hydraulic Institute and National Weather Service, respectively. Several breaching characteristics such as the outflow hydrograph, peak flow, lag time, breaching time, breach width, and water level are considered in the present study. A sensitivity analysis is also performed on the model’s main input parameters and their sensitivity and performance is ranked accordingly.
|
9 |
Numerical Modelling of Dam BreachingLismanis, Brandon January 2013 (has links)
Until recently, research has been scarce in the field of physical modelling of dam breaching. Over the past few years, teams from the University of Ottawa, Canada, Delft University of Technology, Netherlands, and HR Wallingford, United Kingdom have worked on several physical models to help determine how various dam breaching characteristics vary due to changes in dam geometry and geotechnical properties. The purpose of this project is to use these new experimental data sets to compare and validate the applicability range of two existing pieces of software, MIKE11-DB and BREACH developed by the Danish Hydraulic Institute and National Weather Service, respectively. Several breaching characteristics such as the outflow hydrograph, peak flow, lag time, breaching time, breach width, and water level are considered in the present study. A sensitivity analysis is also performed on the model’s main input parameters and their sensitivity and performance is ranked accordingly.
|
10 |
Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundationsSoliday, Stanley, Jr. 01 January 1991 (has links)
Limits of slope stability, limit equilibrium methods, and of the finite element code FEADAM are reached in the application of these methods to the problem of cracked dams constructed on collapsing soils.
|
Page generated in 0.0594 seconds