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Articles 182461 - 182490 of 197100

Full-Text Articles in Engineering

Evaluation Of Drainage On Nicholasville Bypass, David L. Allen May 1987

Evaluation Of Drainage On Nicholasville Bypass, David L. Allen

Kentucky Transportation Center Research Report

Construction of the Nicholasville Bypass (US 27) was completed in 1986. At the north end of the bypass is a raised, paved traffic median (Figures 1 and 2). The median was constructed with a lip curb and gutter. The roadway at that location is in a superelevated section. A raised, paved traffic median also is located at the southern end of the bypass, Figures 3 through 5 are photographs of that median. The median is located on a tangent section therefore, the roadway has a normal crown. The section of roadway at the southern end is located on a slight …


University Of Missouri--Rolla Cloud Simulation Facility: Proto Ii Chamber, Daniel R. White, James L. Kassner, John C. Carstens, Donald E. Hagen, John L. Schmitt, Darryl J. Alofs, Alfred Raymond Hopkins, Max B. Trueblood, Max W. Alcorn, William L. Walker May 1987

University Of Missouri--Rolla Cloud Simulation Facility: Proto Ii Chamber, Daniel R. White, James L. Kassner, John C. Carstens, Donald E. Hagen, John L. Schmitt, Darryl J. Alofs, Alfred Raymond Hopkins, Max B. Trueblood, Max W. Alcorn, William L. Walker

Physics Faculty Research & Creative Works

The Graduate Center for Cloud Physics Research at UMR has developed a cloud simulation facility to study phenomena occurring in terrestrial clouds and fogs. The facility consists of a pair of precision cooled-wall expansion chambers along with extensive supporting equipment. The smaller of these chambers, described in this article, is fully operational, and is capable of simulating a broad range of in-cloud thermodynamic conditions. It is currently being used to study water drop growth and evaporation for drops nucleated (activated) on well-characterized aerosol particles. Measurements have been made not only for continuous expansions (simulated updraft) but also for cyclic conditions, …


Highway Drain Depth And Soil Stability, Mizher Al-Himdani May 1987

Highway Drain Depth And Soil Stability, Mizher Al-Himdani

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

The presence of moisture in the soil reduces its shear strength. After the rain or snowmelt, the high percentage of moisture in the subgrade of highway, causes the instability resulting into failure of the highway due to high water table. Therefore, it is essential to install a drainage system to remove the excess moisture from the subgrade of highways to avoid its failure.

In the present study, six different soil samples have been studied to observe its failure by triaxial shear strength and corresponding moisture content was noted. The tension applied to remove moisture was converted to equivalent drain depth. …


Performance And Design Of Labyrinth Spillway, Nosratollah Amanian May 1987

Performance And Design Of Labyrinth Spillway, Nosratollah Amanian

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

In recent years, the general interest in the safety of dams and reservoirs has grown appreciably. This research describes the application and design of labyrinth weirs to improve the performance of existing reservoirs and also to be used for the construction of new dams. The parameters that can affect the performance of labyrinth weirs are discussed. Tests were conducted on normal linear weirs with four different crest shapes to determine the rate of change of discharge coefficient when each type of weir is used. It is found that weirs with rounded-crest shape can pass more flow than other types of …


An Application Of The Finite Element Method And Two Equation (K And E) Turbulence Model To Two And Three Dimensional Fluid Flow Problems Governed By The Navier-Stokes Equations, John I. Finnie May 1987

An Application Of The Finite Element Method And Two Equation (K And E) Turbulence Model To Two And Three Dimensional Fluid Flow Problems Governed By The Navier-Stokes Equations, John I. Finnie

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

Finite Element computer codes in two and three dimensions were written that solve both laminar and turbulent flow. These codes use the two equation (k and E) turbulence model to evaluate turbulent viscosity. They were tested with 29 different flow problems. The largest two dimensional turbulent problem solved is flow under a sluice gate. A three dimensional vortex flow problem was attempted but was not feasible due to the size of the available computer. The Harwell sparse matrix subroutines of the United Kingdom Atomic Energy Authority were used to solve the set of simultaneous equations. The performance of these subroutines …


Deformation And Fracture Of Zinc-Aluminium Alloys Under Static And Dynamic Compressive Loading, Hanadi A Ghoneim May 1987

Deformation And Fracture Of Zinc-Aluminium Alloys Under Static And Dynamic Compressive Loading, Hanadi A Ghoneim

Archived Theses and Dissertations

No abstract provided.


Evaluation And Improvement Of Production Quality Performance Application At Hadisolb, Helmy Nada May 1987

Evaluation And Improvement Of Production Quality Performance Application At Hadisolb, Helmy Nada

Archived Theses and Dissertations

No abstract provided.


Finite Element Analysis Of Water Flow In Variably Saturated Soils, Jagath J. Kaluarachchi, J. C. Parker Apr 1987

Finite Element Analysis Of Water Flow In Variably Saturated Soils, Jagath J. Kaluarachchi, J. C. Parker

Civil and Environmental Engineering Faculty Publications

A two-dimensional Galerkin finite element model for water flow in variably saturated soil is presented. A fourth-order Runge-Kutta time integration method is employed which allows use of time steps at least 2 times greater than for a traditional finite difference approximation of time derivatives. For short total simulation times computer execution costs for the Runge-Kutta method are greater than for the finite difference approximation due to the start up cost of the Runge-Kutta method, but for longer simulation times the Runge-Kutta method requires considerably less computational effort even when automatic time-step adjustment is used with the finite difference procedure. A …


The Cost Effectiveness Of System Response Between Mainframe And Micro Cadam, Dan Rae Teel Apr 1987

The Cost Effectiveness Of System Response Between Mainframe And Micro Cadam, Dan Rae Teel

Graduate Research Papers

The purpose of this study is to show the cost effectiveness of system response between Mainframe and Micro CADAM.


Acuta Enews April 1987, Vol. 16, No. 4 Apr 1987

Acuta Enews April 1987, Vol. 16, No. 4

ACUTA Newsletters

In This Issue

New Haven Seminar

Telephone System Installation Some Helpful Hints

Party Line

Building Wiring Options

Potpourri

Facilities Management Market to Grow


Santa Clara Magazine, Volume 29 Number 3, Spring 1987, Santa Clara University Apr 1987

Santa Clara Magazine, Volume 29 Number 3, Spring 1987, Santa Clara University

Santa Clara Magazine

10 - AROUND THE WORLD IN 500 DAYS How and why Mike Brozda stepped off the treadmill and onto the "road less traveled." By Mike Brozda

16 - TURNING OFF TV's MIND-SET Confessions of a "cultural heretic" who turned off TV and selected a different channel. By Mitch Finley

19 - ADVOCATE FOR THE UNDERDOG Peter Conk '71, as seen through the eyes of faculty friend and mentor, Father Tenny Wright, S.J. By Tennant C. Wright, S.J.

24 - LETTING GO A three-step lesson in the fine art of delegation on the way to becoming a leader. By Timothy W. …


Improving Maintenance Effectiveness, Stephen J. Thierry Apr 1987

Improving Maintenance Effectiveness, Stephen J. Thierry

Masters Theses

A methodology is advanced for measuring the productivity of industrial maintenance operations. A work sampling study and a production to maintenance interface survey are conducted to identify the current level of maintenance effectiveness at a food processing plant. Variables affecting maintenance effectiveness are postulated from site observations of the plant maintenance operation. A total of nine changes are proposed; three are implemented as part of this study and six remaining changes are proposed for the future. All recommendations are targeted at increasing the overall effectiveness of the maintenance operation under study.


The Effects Of Nonlinear Damping On The Large Deflection Response Of Structures Subjected To Random Excitation, Chunchu Bhavani Prasad Apr 1987

The Effects Of Nonlinear Damping On The Large Deflection Response Of Structures Subjected To Random Excitation, Chunchu Bhavani Prasad

Mechanical & Aerospace Engineering Theses & Dissertations

Effects of both nonlinear damping and large deflection stiffness are included in the theoretical analysis in an attempt to explain the experimental phenomena of aircraft panels excited at high sound pressure levels; that is the broadening of the strain response peak and the increase in modal frequency. Beams and symmetrically laminated plates subjected to acoustic excitation are considered in the analyses. The excitations are ergodic and Gaussian with zero mean. A polynomial containing both linear and nonlinear damping terms is considered as a damping model. Galerkin's method is used to derive modal equations. Direct equivalent linearization is used to solve …


Irish H & V News Apr 1987

Irish H & V News

Building Services Engineering

No abstract provided.


Finite Element Methodology For Nonlinear Free And Harmonic Forced Vibrations Of Beam And Plate Structures, Kamolphan Decha-Umphai Apr 1987

Finite Element Methodology For Nonlinear Free And Harmonic Forced Vibrations Of Beam And Plate Structures, Kamolphan Decha-Umphai

Mechanical & Aerospace Engineering Theses & Dissertations

The literature and experiments have shown that nonlinear vibrations produce significant effects in structural analysis, especially the frequency-amplitude-force relation and the analysis of strain. An analysis was developed to predict both the frequency-amplitude-force relation and strains of beam and plate structures. Two finite element methods were developed, namely, the iterative single-mode method (method I) and the multiple-mode method (method II). The harmonic force matrix was developed to analyze nonlinear forced vibrations. Nonlinear free vibration was a special case of the general forced vibration by setting the harmonic force matrix equal to zero. The harmonic force matrix represents the external applied …


Experimental Study Of Shock Wave Interference Heating On A Cylindrical Leading Edge, Allan R. Wieting Apr 1987

Experimental Study Of Shock Wave Interference Heating On A Cylindrical Leading Edge, Allan R. Wieting

Mechanical & Aerospace Engineering Theses & Dissertations

An experimental study of shock wave interference heating on a cylindrical leading edge representative of the cowl of a rectangular hypersonic engine inlet at Mach numbers of 6.3, 6.5, and 8.0 is presented. Stream Reynolds numbers ranged from 0.5 x 106 to 4.9 x 106 per foot and stream total temperature ranged from 2100 °R to 3400 °R. The model consisted of a 3-inch-diameter cylinder and a shock generation wedge articulated to angles of 10, 12.5, and 15 degrees. The primary goal of this study was to obtain a fundamental understanding of the fluid mechanics of shock wave …


A Numerical Study Of Three-Dimensional Vortex Breakdown, Robert Edward Spall Apr 1987

A Numerical Study Of Three-Dimensional Vortex Breakdown, Robert Edward Spall

Mechanical & Aerospace Engineering Theses & Dissertations

A numerical simulation of vortex breakdown using the time-dependent Navier-Stokes equations was performed. Unlike previous studies, the numerical algorithm, formulated in terms of the velocity and vorticity, was not restricted to axisymmetric flows. Prototype vortices were parameterized in terms of their Reynolds number and Rossby number. Two cases were studied extensively. In one case, a vortex was imbedded in a uniform free stream. In the other case, the axial velocity of the free stream was decelerated in the streamwise direction. For both cases breakdown occurred when the Rossby number was below a critical value. Vortex lines, particle traces and velocity …


Experimental Parametric Study Of A True Airspeed Sensor, Adel R. Ibrahim Apr 1987

Experimental Parametric Study Of A True Airspeed Sensor, Adel R. Ibrahim

Mechanical & Aerospace Engineering Theses & Dissertations

The results of an experimental parametric study of a true airspeed sensor are presented. The objective of this study was primarily to investigate experimentally the parameters that effect the frequency response of the true airspeed sensor. A secondary objective was to identify the sensor configuration which achieved the best performance. The model used to conduct these experiments basically consisted of swirl generator and vortex tube sections and pick-up signal system. A regression analysis was performed on the experimental results to obtain the effect of each parameter individually on the frequency response. The most significant parameters were selected by the regression …


Appendix A: Index Of Participants [1987], Kentucky Transportation Center Mar 1987

Appendix A: Index Of Participants [1987], Kentucky Transportation Center

Kentucky's Annual Forum on Transportation

No abstract provided.


Appendix B: Traffic Management Work Session, Kentucky Transportation Center Mar 1987

Appendix B: Traffic Management Work Session, Kentucky Transportation Center

Kentucky's Annual Forum on Transportation

No abstract provided.


Remarks: R. D. Morgan, R. D. Morgan Mar 1987

Remarks: R. D. Morgan, R. D. Morgan

Kentucky's Annual Forum on Transportation

No abstract provided.


Consultants, Contractors, Locals: A Panel Discussion, Jim Youngquist, Russell Sights, Mike Miller, James Parsons, E. B. Gaither, Lewis N. Melton, Dean Blake, Henry Hinkle, James D. Scott Mar 1987

Consultants, Contractors, Locals: A Panel Discussion, Jim Youngquist, Russell Sights, Mike Miller, James Parsons, E. B. Gaither, Lewis N. Melton, Dean Blake, Henry Hinkle, James D. Scott

Kentucky's Annual Forum on Transportation

No abstract provided.


Tennessee Bridges The Gap, Clellon Loveall Mar 1987

Tennessee Bridges The Gap, Clellon Loveall

Kentucky's Annual Forum on Transportation

No abstract provided.


Remarks From Senator Helen Garrett, Helen Garrett Mar 1987

Remarks From Senator Helen Garrett, Helen Garrett

Kentucky's Annual Forum on Transportation

No abstract provided.


Construction Management And Engineering Work Session, Garey White, Paul Faulkner, R. R. Dawson Jr., Robert A. Walsburger Mar 1987

Construction Management And Engineering Work Session, Garey White, Paul Faulkner, R. R. Dawson Jr., Robert A. Walsburger

Kentucky's Annual Forum on Transportation

No abstract provided.


Traffic Management Work Session, Bruce Siria, Mike Hailperin, William Sampson, George A. Yates, Anthony J. Barry Mar 1987

Traffic Management Work Session, Bruce Siria, Mike Hailperin, William Sampson, George A. Yates, Anthony J. Barry

Kentucky's Annual Forum on Transportation

No abstract provided.


Local Roads Management Work Session, Otto Ingram, Freddie Goble, Donald K. Bryant Mar 1987

Local Roads Management Work Session, Otto Ingram, Freddie Goble, Donald K. Bryant

Kentucky's Annual Forum on Transportation

No abstract provided.


Outstanding Road Programs, C. Leslie Dawson Mar 1987

Outstanding Road Programs, C. Leslie Dawson

Kentucky's Annual Forum on Transportation

No abstract provided.


Remarks: Lt. General E. R. Heiberg, Iii, E. R. Heiberg Iii Mar 1987

Remarks: Lt. General E. R. Heiberg, Iii, E. R. Heiberg Iii

Kentucky's Annual Forum on Transportation

No abstract provided.


State And Local Government Reactions, Larry Hayes, Charles F. Haywood, Edwin L. Griffin, Prentice Harvey Mar 1987

State And Local Government Reactions, Larry Hayes, Charles F. Haywood, Edwin L. Griffin, Prentice Harvey

Kentucky's Annual Forum on Transportation

No abstract provided.