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Articles 36511 - 36540 of 39807
Full-Text Articles in Engineering
Energy Conservation In Buildings -- The Missouri Plan, Jack Whittier, Bill Jurkiewicz, Weston Fisher
Energy Conservation In Buildings -- The Missouri Plan, Jack Whittier, Bill Jurkiewicz, Weston Fisher
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
In 1974, approximately 23 percent (256.5 trillion Btu's) of Missouri energy was consumed in the residential sector. In 1980, this figure is projected to be 246.6 trillion Btu's (21 percent) (ref. 1). The reduction reflects already implemented conservation activities and the increased use of electric heating at higher end point efficiency. Estimates suggest that energy savings of nearly 50 percent could be achieved in this sector, primarily by upgrading the thermal efficiency of building structures and changing user behavior patterns. This given potential, the reduction of energy consumption in this sector has become a major target of the Missouri Energy …
Attainability And Nonattainability Under Anti-Pollution Laws, J. David Reed, John H. Hoag
Attainability And Nonattainability Under Anti-Pollution Laws, J. David Reed, John H. Hoag
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
The central issue with which this paper deals is the effectiveness of alternative air pollution control standards presently in use in the United States. More specifically, an analysis and comparison of effluent air standards versus ambient air standards will be performed. The question of effectiveness will be in the context of how well the alternative pollution control measures achieve society's expectations as goals when the standards are imposed. Society's views are assumed to be reflected through a regional (state) planner. The analysis is performed through the use of optimal control techniques. Initially the effluent air standards model will be examined. …
Overview And Impact Of Ashrae Standard 90 -- An Energy Standard For New Buildings, Edward A. Kriege
Overview And Impact Of Ashrae Standard 90 -- An Energy Standard For New Buildings, Edward A. Kriege
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
This talk is an introduction to ASHRAE Standard 90. It is a brief review of the purpose, history, content and inpact of the document.
Heat Recovery Devices For Building Hvac Systems, Ronald H. Howell, Harry J. Sauer Jr.
Heat Recovery Devices For Building Hvac Systems, Ronald H. Howell, Harry J. Sauer Jr.
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
The opportunities and advantages of air-to-air heat recovery are described. The five basic types (rotary regenerative, coil loop run around, open run-around, heat pipe, and plate type) are described and their typical performance is presented. The potential savings in operating costs as well as initial equipment costs for common applications are presented.
The Operator’S Guide For Minimizing Energy Costs, Charles Dare, Frank A. Gerig
The Operator’S Guide For Minimizing Energy Costs, Charles Dare, Frank A. Gerig
UMR-MEC Conference on Energy / UMR-DNR Conference on Energy
The consumption of petroleum by transportation activities is increasing despite the finite limits on its supply. This paper concentrates on the motor vehicle driver, his driving habits, and guides to reduced fuel consumption which would enable the individual to curtail wasteful practices with respect to vehicle operation.
Environmental Manpower And Training, Harold M. Cota
Environmental Manpower And Training, Harold M. Cota
Civil and Environmental Engineering
No abstract provided.
Computer Storage Of Traffic Volume Data, Marvin Virgin
Computer Storage Of Traffic Volume Data, Marvin Virgin
Kentucky Transportation Center Research Report
LOADVOL is a program developed to assimilate raw traffic volume data into a more readily usable form. Several identifying parameters are added to enhance the clarity and to extend the utility of the data base.
Criteria were set to detect possibly erroneous traffic count data. LOADVOL detects and replaces "erroneous" data with simulated data. LOADVOL produces cards which contain the orignal data which are replaced. Thus, the original data can be reviewed, and it can be ascertained whether it is erroneous or was affected by a special event, holiday, location, traffic recorder malfunction, or some other occurrence.
UPDATE, a second …
Cracking In Continuously Reinforced Concrete Pavements, James H. Havens, Robert C. Deen, Assaf S. Rahal, Wm. Vernon Azevedo
Cracking In Continuously Reinforced Concrete Pavements, James H. Havens, Robert C. Deen, Assaf S. Rahal, Wm. Vernon Azevedo
Kentucky Transportation Center Research Report
The objective of this study was to monitor placement and evaluate performance of continuously reinforced concrete pavement with an emphasis on determining the time of cracking and crack interval. This paper reports on the design and construction practice for CRCP in Kentucky. Data on crack frequency and time of cracking is also included in an attempt to further explain the cracking pattern associated with CRCP.
A Synthesis Of Modern Rail Transportation Engineering Practices, Donald D. Cook
A Synthesis Of Modern Rail Transportation Engineering Practices, Donald D. Cook
Open Access Master's Theses (through 2010)
The 1970’s will go down in history as the decade in which the University of Nebraska – Civil Engineering Department expanded its academic interest to include the field of transportation. Railroad transportation and activities related to the instruction of planning, design and operation of railroads become a most important part of the transportation curriculum when viewed in the above context. Unfortunately, no modern comprehensive textbook exists for use in a rail transportation course.
The intent of this thesis is to provide a comprehensive source of data for use in the course of study in Railroad Transportation being developed by the …
Constant-Rate-Of-Strain And Controlled-Gradient Consolidation Testing, C. Thomas Gorman, Tommy C. Hopkins, Robert C. Deen, Vincent P. Drnevich
Constant-Rate-Of-Strain And Controlled-Gradient Consolidation Testing, C. Thomas Gorman, Tommy C. Hopkins, Robert C. Deen, Vincent P. Drnevich
Kentucky Transportation Center Research Report
Controlled-gradient (CG), constant-rate-of-strain (CRS), and conventional incremental-loading (STD) consolidation testing are compared and evaluated. Undisturbed samples of tbree soils common to Kentucky were used in the testing program. Results of 15 CG, 14 CRS, and 32 STD consolidation tests are evaluated. Feasibility of the new test methods for routine testing is briefly discussed and recommendations are made for refinements in testing procedures.
Highway Finance: County Roads - City Streets, Herpic
Highway Finance: County Roads - City Streets, Herpic
Indiana Local Technical Assistance Program (LTAP) Publications
This document provides historical bench-mark dates for highway finances in Indiana. It also provides information on the Motor Vehicle Highway Account and the Load Road & Street Account.
An Investigation Of Low Cylinder-Strengths (District 6), Assaf S. Rahal
An Investigation Of Low Cylinder-Strengths (District 6), Assaf S. Rahal
Kentucky Transportation Center Research Report
District 6 has had a lingering problem of low cylinder-strengths. This report describes, in detail, an ensuing investigation which incorporated the use of identical materials of concretes used in District 6 and analyses of cylinder data, in situ concrete cores, and laboratory mixtures. The investigation revealed that a high percent of the in situ concrete is sound and reliable, and that aggregate type and (or) air content were not the cause for the low cylinder-strengths. The quality of making, storing, and curing the cylinders were the reasons for low-strength.
Evaluation Of Urban Intersections Using Traffic Conflict Measures, Mike E. Clayton
Evaluation Of Urban Intersections Using Traffic Conflict Measures, Mike E. Clayton
Kentucky Transportation Center Research Report
The purpose of this report was to analyze two urban intersections using conflict data, erratic maneuver data, and near-miss accident data and to recommend site improvements, if necessary. The two intersections selected were Euclid Avenue at Woodland Avenue and New Circle Road at Woodhill Drive in Lexington. Data were taken using 11-hour observation periods.
Proposed improvements for the site on Euclid Avenue included adding dual left-tum lanes and three-phase signals or an extended multi-turn lane. At the New Circle site, a longer, more gradual right-turn lane and repositioning some of the signing are recommended. The conflict data recorded were found …
Resurfacing, Restoration, And Rehabilitation Of Interstate Highways: Criteria And Logic Used To Determine January 3, 1977, Needs And Estimates Of Costs, Herbert F. Southgate, Donald C. Newberry Jr., Robert C. Deen, James H. Havens
Resurfacing, Restoration, And Rehabilitation Of Interstate Highways: Criteria And Logic Used To Determine January 3, 1977, Needs And Estimates Of Costs, Herbert F. Southgate, Donald C. Newberry Jr., Robert C. Deen, James H. Havens
Kentucky Transportation Center Research Report
This report documents the method, criteria, and/or rules of thumb used for the January 3, 1977, submission to FHWA for "Resurfacing, Restoration, and Rehabilitation" of Kentucky interstate pavements. The period of time covered was 1977 through 1995 and the unit costs used were those for the year 1975.
Drinking Water Quality And Chronic Disease, Ernest Angino, Bobby G. Wixson, Ivan Smith
Drinking Water Quality And Chronic Disease, Ernest Angino, Bobby G. Wixson, Ivan Smith
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
No abstract provided.
Cost Proposal To The United States Energy Research And Development Administration Studies And Environmental Policy Analysis: Water Quality And Quantity Issues That Affect Erda Programs, Jay M. Bagley, L. Douglas James, M. K. Jeppesen
Cost Proposal To The United States Energy Research And Development Administration Studies And Environmental Policy Analysis: Water Quality And Quantity Issues That Affect Erda Programs, Jay M. Bagley, L. Douglas James, M. K. Jeppesen
Reports
No abstract provided.
Statewide Survey Of Skid Resistances Of Pavements (1976), James L. Burchett, William M. Sampson, Larry A. Warren, Rolands L. Rizenbergs
Statewide Survey Of Skid Resistances Of Pavements (1976), James L. Burchett, William M. Sampson, Larry A. Warren, Rolands L. Rizenbergs
Kentucky Transportation Center Research Report
Statewide survey of skid resistance continued in 1976 with testing of rural, major, collector roads (1985 Functional Classification). This included 5,074 miles (8,166 km) of state secondary roads and 788 miles (1,268 km) of rural secondary roads. About 17 percent of the secondary mileage and about 15 percent of the rural secondary mileage surveyed in 1976 may be considered slippery. A small percentage of both secondary (5.3 percent) and rural secondary (5.8 percent) roads had an average skid number below 26. These sections, in particular, should be flagged for deslicking.
Through 1976, 50 percent of the mileage of rural, state-maintained …
Missouri River Computerized Data Bank, Glendon Taylor Stevens
Missouri River Computerized Data Bank, Glendon Taylor Stevens
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
This report explains the results of "The Missouri River Computerized Data Bank." It contains all known data collected on the Missouri River beginning in the mid-1930's.
It should be noted that only 10% of the included data has been verified, i.e. has been checked against the source document. A bounds check was performed by the computer on each piece of data for upper and lower limits established for each type of data. Any potential user of these data should be aware of this fact and that, on the average, 1 piece of data out of 200 may be in error. …
Aasho Road Test Tandem Axleload Data Adapted To Fundamental Concepts, Herbert F. Southgate, Robert C. Deen, James H. Havens
Aasho Road Test Tandem Axleload Data Adapted To Fundamental Concepts, Herbert F. Southgate, Robert C. Deen, James H. Havens
Kentucky Transportation Center Research Report
The reptitions of tandem axleloads applied to the AASHO Road Test were analyzed by the same method previously reported in analyzing the corresponding single axleload data. The essential findings were: 1. One repetition of a 34-kip (151-kN) tandem axleload appears to cause the same damage as one repetition of an 18-kip (80-kN) single axleload. 2. The relationship of log repetitions versus axleload used by Kentucky appear to be equally valid for single and tandem axleloads. 3. The use of superposition principles, and equivalency of repetitions, in combination with terminal serviceability indiced permitted analyses of the tandem axleload data and comparison …
Nonlinear Buckling Of Deep Cylindrical Shell Panels With Imperfections, Madhusudan H. Jhaveri
Nonlinear Buckling Of Deep Cylindrical Shell Panels With Imperfections, Madhusudan H. Jhaveri
Dissertations
The work presented in this dissertation is devoted to the analysis of nonlinear buckling of thin cylindrical shells with imperfections. The nonlinearity of the problem treated in this dissertation is that associated with large displacements in the linear elastic range. The method used is not restricted by the magnitude of the displacements provided that the strains do not exceed the limit of proportionality.
Thus, based upon the large deflection theory, cylindrical shell panel is investigated for buckling under the action of uniform external pressure. Certain higher order infinitesimal terms which are usually neglected in the shallow shell theories, have been …
Growth Patterns Of Bacteria In Pressurized Sewage, Dennis Mazzei
Growth Patterns Of Bacteria In Pressurized Sewage, Dennis Mazzei
Theses
Primary sewage was pressurized at 100 psi for one hour. The effects of this pressure on the growth patterns of general and nitrifying bacteria were examined daily for eighteen consecutive days using Standard Plate Counts and Most Probable Number (MPN) estimates. In conjunction with these tests, the degree of biodegradability was also determined by measuring both daily biochemical oxygen demands (BOD's) and dissolved oxygen levels.
Graphical analysis of experimental data compare the BOD's exterted [sic] by microorganisms to their respective numbers of colonies as determined by plate counts of both pressurized and non-pressurized sanitary sewage diluted to 3. 00%. The …
The Anisotropic And Isotropic Strength Behavior Of An Illitic Clay, Miles M. O'Brien
The Anisotropic And Isotropic Strength Behavior Of An Illitic Clay, Miles M. O'Brien
Theses
The cause and the nature of anisotropy in a cohesive soil was investigated by direct shear and triaxial compression tests. Laboratory techniques and procedures used to prepare isotropic clay samples are given where consolidation was accomplished under hydrostatic pressure. Direct shear tests were performed on these specimens trimmed at different inclinations to the physical horizontal from the block samples. The ratio of undrained shear strengths in any direction to shear strength in the vertical direction was found to be equal to one, proving isotropy existed. Similar tests were performed on specimens trimmed from the same clay consolidated one-dimensionally. Results from …
Effectiveness Of Green-Extension Systems At High-Speed Intersections, Charles V. Zegeer
Effectiveness Of Green-Extension Systems At High-Speed Intersections, Charles V. Zegeer
Kentucky Transportation Center Research Report
The purpose of this study was to determine the effectiveness of green-extension systems (GES) for reducing the dilemma-zone problem associated with the amber phase of traffic signals at high-speed intersections. Reactions of 2,100 drivers were noted during the amber phase at nine intersections, and the dilemma-zone distances with respect to the stop bar were determined.
Before-and-after studies made at three green-extension sites showed a 54-percent reduction in total accidents and a 75-percent reduction in rear-end accidents after GES installation. Accident severity was unaffected.
Conflict, volume, delay, and speed data were taken before and after GES installation at two sites. A …
Traffic Accidents: Day Vs. Night, Donald R. Herd, Kenneth R. Agent, Rolands L. Rizenbergs
Traffic Accidents: Day Vs. Night, Donald R. Herd, Kenneth R. Agent, Rolands L. Rizenbergs
Kentucky Transportation Center Research Report
A comparison of accidents during daylight and darkness was made for both rural and urban roads. Accident rates on all types of rural roads were higher during darkness than during daylight. Critical accident rates during darkness for various types of roads were calculated. In urban areas, a larger percentage of accidents occurred on wet pavements during darkness than during daylight, but there were no significant differences for rural roads. No significant difference was found between average speeds during conditions of daylight and darkness. On rural roads, imposition of the 55-mph (24.6-m/s) speed limit resulted in a reduction in accident rates …
A Study Of Geologic Hazards And Geotechnical Input For Selected Critical Facilities - Cache Valley, Utah, Kenneth Robert Green
A Study Of Geologic Hazards And Geotechnical Input For Selected Critical Facilities - Cache Valley, Utah, Kenneth Robert Green
All Graduate Theses and Dissertations, Spring 1920 to Summer 2023
Important public facilities located in Cache Valley, Utah, were studied to assess their exposure to geologic hazards. Also, the level of geotechnical and geologic expertise involved in the siting, design, and construction of critical public facilities was studied. A discussion of several individual facilities, that were exposed to some degree of hazard, was presented to illustrate the nature of the problem.
Earthquake hazards probably constitute the greatest threat to facilities and to the general welfare of the public. Many earthquake hazard mitigation measures were discussed and recommendations were made, based on aseismic design criteria which has been developed for seismically …
Salt Production From Micro-Channels In The Price River Basin, Utah, Richard Bruce White
Salt Production From Micro-Channels In The Price River Basin, Utah, Richard Bruce White
All Graduate Theses and Dissertations, Spring 1920 to Summer 2023
Salt production from micro-channels in the Price River basin of east-central Utah was studied using artificial inputs in order to better define the general sources and processes involved in diffuse source salt release within the basin. An attempt was made to determine what factors are most significant in relation to salt release. The study revealed that the micro-channel systems are highly heterogeneous in relation to salinity. This natural variability tends to increase as the salt content of the channel increases.
The Bluegate member of the Mancos shale was found to be the prime source of salt within the basin. Gypsum …
Naturally Occurring Organic Compounds Found In Hyrum Reservoir, Utah, Russell Richard Renk
Naturally Occurring Organic Compounds Found In Hyrum Reservoir, Utah, Russell Richard Renk
All Graduate Theses and Dissertations, Spring 1920 to Summer 2023
Methods of collecting, concentrating, separating, and identifying organic compounds in natural water systems are presented. These methods were applied to a eutrophic reservoir (Hyrum Reservoir, Utah) and resulted in the identification of the following 27 volatile, organic compounds:
Alcohols: methanol, ethanol, 1-propanol, isopropyl alcohol, 1-butanol, 2-butanol, isobutyl alcohol, tert-butyl alcohol, 1-pentanol, 2-methyl-l-butanol, methyl-1- butanol, 3-methyl-2-butanol, 2-methyl-2-butanol, 2-methyl-3-buten-2-ol, 1-penten-3-ol, 2-methyl-2-pentanol
Ketones: acetone, methyl ethyl ketone, 4-methyl-3-penten-2-one
Aldehydes: acetaldehyde, propanal, 2-buten-1-al
Others: acetonitrile, ethyl acetate, pyridine, 3-methylpyridine, diethyl ether
The concentration level of the following 13 compounds was established in the reservoir from October 1974 to January 1976:
Alcohols: methanol, ethanol, propanol, …
The Effects Of Pressure On The Biodegradability Of Sanitary Sewage In A Model Activated Sludge Reactor, Nicholas A. Mezei
The Effects Of Pressure On The Biodegradability Of Sanitary Sewage In A Model Activated Sludge Reactor, Nicholas A. Mezei
Theses
Based on existing information concerning the effects of pressure on the biodegradability of sanitary sewage, a model activated sludge reactor was used in conjunction with pressurization to determine the viability of pressurization as a primary sewage treatment process.
Municipal sewage samples were pressurized at 40 psig for one hour with an excess of oxygen. An air compressor and a steel drum were used for sample pressurization. A non-pressurized control sample was maintained. After pressurization, the samples were fed into separate model activated sludge reactors. Biodegradability of both types of effluent was measured by determining their five day biochemical oxygen demands …
Ua64/3 Readout, Wku Industrial Education & Technology
Ua64/3 Readout, Wku Industrial Education & Technology
WKU Administration Documents
Newsletter includes articles:
- Renovation of Industrial Education Building Nearing Completion
- Tomazic, Norman. Basic Industrial Education: Futures Oriented "Sabre-toothed" Curriculum?
- Conley, Franklin. Comments re: departmental news
- New Electricity / Electronics Facilities
- WKU Student Receives KIEA Scholarship, Bonnie Thomerson
- Zax, Carol. Communication & Interaction
- Pittman, Frank. Guitars, Guitars, Guitars re: Hascal Haile
- IE&T One-Liners
- Walter Nalbach Scholarship Fund