Text and Presentation: The University of Florida Department of Classics Comparative Drama Conference Papers

1991 ◽  
Vol 14 (1) ◽  
pp. 135
Author(s):  
Irmgard S. Immel ◽  
Karelisa Hartigan
1972 ◽  
Vol 1 (13) ◽  
pp. 84 ◽  
Author(s):  
James A. Purpura

The Florida Legislature passed a law in 1971 requiring the establishment of coastal construction setback lines on a county basis along the sand beaches of the State of Florida fronting on the Atlantic Ocean and the Gulf of Mexico. Florida's beach areas (valued in $ billions) are being developed at an accelerated rate, however the coastline is in a general state of serious erosion. These factors combine to make implementation of the above law extremely urgent. The Coastal and Oceanographic Department of the University of Florida has a contract with the Florida Department of Natural Resources to furnish a comprehensive engineering study of the various coastal counties of Florida in order to provide the technical information and make recommendations for the establishment of such setback lines. A typical coastal county study is described. The study included historical data related to shoreline stability, field measurements, computations and evaluation of all pertinent factors. Some factors considered were dune elevations, foreshore-offshore slopes, erosion trends, storm surge, vegetation bluff line, wave setup, uprush, coastal structures and upland development. Analysis of the pertinent factors resulted in formulation of criteria that were applied in recommendation of the setback line. The criteria application is described along with adoption procedures as required by law.


Author(s):  
Bjorn Birgisson ◽  
Gregory Sholar ◽  
Reynaldo Roque

The new 2002 AASHTO guide for the design of pavement structures is based on mechanistic principles and requires the dynamic modulus as input to compute stress, strain, and rutting and cracking damage in flexible pavements. The 2002 AASHTO guide has three different levels of analysis; the level used depends on the importance of the pavement structure in question. Dynamic modulus testing is required for Level 1 pavement analysis, whereas no laboratory test data are required for Level 2 and Level 3 pavement analysis. Instead, a predictive dynamic modulus equation is used to generate input values. It is of significant importance to state agencies to understand how well the dynamic modulus for locally available materials compares with the predicted dynamic modulus. This paper presents the results of a study by the Florida Department of Transportation and the University of Florida that focused on the evaluation of the dynamic modulus predictive equation used in the new AASHTO 2002 guide for mixtures typical to Florida. The resulting research program consisted of dynamic modulus testing of 28 mixtures common to Florida. Results showed that on average the predictive modulus equation used in the new AASHTO 2002 flexible pavement design guide appeared to work well for Florida mixtures when used with a multiplier to account for the uniqueness of local mixtures. Results of the study also identified optimal viscosity–temperature relationships that result in the closest correspondence between measured and predicted dynamic modulus values.


EDIS ◽  
2006 ◽  
Vol 2006 (20) ◽  
Author(s):  
Todd A. Thrift ◽  
Matt J. Hersom ◽  
Max Irsik

AN174 includes pages 92-126 of the Florida Cow-Calf and Stocker Beef Safety and Quality Assurance Handbook, which is used for the voluntary Florida Beef Quality Producer program. It Includes several appendices to the handbook, including a glossary and several record sheets. Produced as part of a cooperative program by Florida Cattlemen's Association, Florida Department of Agriculture and Consumer Services, and the University of Florida (IFAS) Extension Service. Published by the UF Department of Animal Sciences, October 2006. AN174/AN174: Floria Cow-Calf and Stocker Beef Safety and Quality Assurance Handbook: Appendix (ufl.edu)


2019 ◽  
Vol 48 (4) ◽  
pp. 315-334
Author(s):  
Steven A E Miller

The University of Florida Department of Mechanical and Aerospace Engineering recently created a new senior technical elective in the field of computational fluid dynamics. The main objectives of the class are learning the process of computational fluid dynamics, skepticism, a course project that uses a popular commercial solver, and a course project that involves programming a simplified computational fluid dynamics code. The course covers introductory material, history, grid generation, numerics, equations of motion, boundary conditions, solvers, turbulence models, visualization, and a number of special topics. Skepticism is enforced throughout the course and forces students to justify the validity of their approach and question numerically generated results. Students in the class undertake a course project to predict a fundamental flow-field and compare predictions with excellent measurements from the open literature. They must also create a simplified computational fluid dynamics code to predict turbulent boundary layer flow. Students have integrated these lessons within student groups across the University of Florida. The emphasis of the course is on skepticism and increasing integration with the curriculum and student group activities. We present the class philosophy for teaching undergraduate computational fluid dynamics and the outcomes of the newly developed course.


EDIS ◽  
1969 ◽  
Vol 2003 (16) ◽  
Author(s):  
Grady L. Miller ◽  
Michael S. Harrell ◽  
Gerald Kidder ◽  
Robert Black

This fact sheet gives a brief overview of a two-year project conducted by researchers of the University of Florida's Institute of Food and Agricultural Sciences (UF/IFAS) as part of contract WO#7 with the Florida Department of Transportation (FDOT). This document is ENH 872, one of a series of the Environmental Horticulture Department, Florida Cooperative Extension Service, Institute of Food and Agricultural Sciences, University of Florida. Original publication date October 1, 2002. https://edis.ifas.ufl.edu/ep133


2012 ◽  
Vol 78 (1) ◽  
pp. 12-19
Author(s):  
Kevin E. Behrns ◽  
Edward M. Copeland ◽  
Richard J. Howard

Established in 1957, the University of Florida Department of Surgery has a solid foundation on which current faculty are driven to build a stronger tomorrow. The department is focused on promoting patient-centered care, expanding its research portfolio to improve techniques and outcomes, and training the surgical leaders of tomorrow. It fosters an environment where faculty, residents, students, and staff challenge long-held traditions with the goal of improving the health of our patients, the quality of our care, and the vitality of our work environment.


Author(s):  
Marc Hoit ◽  
Cliff Hays ◽  
Mike McVay

The Florida Pier Analysis Program (FLPIER) was developed by the University of Florida Department of Civil Engineering in conjunction with the Florida Department of Transportation (FDOT) Structures Division. The program was developed in order to give pier designers a comprehensive model development and analysis tool to optimize pier designs. The current version is a nonlinear, static, soil-structure interaction suite of programs that run on a personal computer and include group pile effects, layered soil, pier columns and cap, high mast lighting, sound, and retaining walls. The program was designed to allow input to be specified graphically using “designer variables” such as spacing, offsets, number of columns, and so forth. Its use has reduced the time for model development and analysis from days to under an hour. The numerical modeling techniques used have been compared with experimental data and give highly accurate results leading to an improved overall design and reduced costs.


Sign in / Sign up

Export Citation Format

Share Document