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Articles 34171 - 34200 of 39910

Full-Text Articles in Engineering

Laboratory Model Studies Of Pneumatic Fracturing Of Soils To Remove Volatile Organic Compounds, Panayiotis Papanicolaou May 1989

Laboratory Model Studies Of Pneumatic Fracturing Of Soils To Remove Volatile Organic Compounds, Panayiotis Papanicolaou

Theses

Bench-scale laboratory studies were conducted from January 1988 to October 1988 to demonstrate the feasibility of using Pneumatic Fracturing* to enhance the removal of Volatile Organic Compounds from the vadose soil zone. Experiments were conducted to investigate: 1) The effect of pneumatic fracturing on the rate of contaminant removal; and 2) the injection pressures required to initiate soil fracturing.

Contaminated soil was placed and compacted in three identical 15 inch square by 30 inch high plexiglass tanks. The first tank was equipped with a vapor extraction system consisting of vacuum and/or positive air injection. The second tank was equipped with …


Slurry Wall Backfill Integrity And Desiccation, Mahendraratnam Thilliyar May 1989

Slurry Wall Backfill Integrity And Desiccation, Mahendraratnam Thilliyar

Theses

The upper reaches of slurry wall, in a waste containment structure may under go cycles of wetting and drying, because of seasonal ground water level fluctuations. This may result in desiccation and cracking of back fill material. Experiments were conducted to study these effects with water, aniline, phenol, hydrochloric acid solutions on soils containing different proportions of bentonite, kaolinite, and sand. The largest crack was formed with phenol and the smallest with water. With hydrochloric acid no crack was formed. With increase kaolinite content, the width and density of crack decreased. Hydraulic conductivity tests on cracked specimens indicated high hydraulic …


Thermal Desorption Of Phenol Contaminated Clay Soils, Chia-Ling Ting May 1989

Thermal Desorption Of Phenol Contaminated Clay Soils, Chia-Ling Ting

Theses

Clay mineral/organic reactions have been studied extensively by a numerous physicochemical methods. There also has been extensive research done in the areas of adsorption, Lewis acid-base reactions, desorption, adduct formation. Many of these studies explain the role and dehydration of silicates.

Studies have shown through extraction, thermal analysis, and gas chromatography. That there is more than one type of bonding, weak and strong, taking place between the clay mineral and the organic waste.

In order to determine the practicality of the containment technology, this research has been investigated by using more powerful tools, such as thermogravimetric analysis, differential scanning calorimetry …


Measurement Of Biodegradation Aniline, 2,4-Dichlorophenol, 1,2,4-Trichlorobenzene Using Microcalorimetric Method, Lung-Weng Yao May 1989

Measurement Of Biodegradation Aniline, 2,4-Dichlorophenol, 1,2,4-Trichlorobenzene Using Microcalorimetric Method, Lung-Weng Yao

Theses

Biodegradation of aniline, 2,4-dichloro-phenol, and 1,2,4-trichlorobenzene by using micro-calorimetric method under aerobic condition has been investigated. The rate of heat energy output during the course of log growth phase was kinetically expressed by inhibition equation. The constants of Um(the maximum energy production rate), Ks(saturation rate), Ki(inhibition constant), and n(degree of inhibition) has been of 8.764hr-1, 0.13mg/L, 0.136mg/L, and 4.6 for 2,4-DCP; 3.33hr-1, 0.315mg/L, 0.35mg/L, and 1.4 for 1,24-TCB; 3.639hr-1, 0.4485mg/L, 0.485mg/L, and 5 for aniline.


Surfactant Enhanced Scrubbing In An Ejector Venturi Scrubber Of Sulfur Dioxide From Air Exhaust Streams, Humberto Roman May 1989

Surfactant Enhanced Scrubbing In An Ejector Venturi Scrubber Of Sulfur Dioxide From Air Exhaust Streams, Humberto Roman

Theses

The objective of this work was to determine the feasibility of applying the Surfactant Enhanced Scrubbing technique to the removal of sulfur dioxide using an ejector venturi scrubber.

Surfactants were chosen according to information from manufacturers. Those surfactants which offered good behavior in the presence of acidic solutions ( low pH ), and anti-corrosion characteristics were tested.

In the first phase, experiments were performed to determine the behavior of the foams in the ejector venturi scrubber. A foam destruction system was used when foaming conditions required it. In the second phase dynamic runs were performed to determine the removal efficiencies …


Adsorption And Desorption Of Chromium On Clayey Soils, Ker-Shu Tan May 1989

Adsorption And Desorption Of Chromium On Clayey Soils, Ker-Shu Tan

Theses

Chromium residue waste was produced during sixties in the chromium production process. It was used as construction fill. Problems associated with chromium waste sites include structure distress and surface and groundwater contamination.

The purpose of this study was to investigate the adsorption and desorption of chromium on soil. In order to achieve this purpose, experiments were conducted to study the effect of pH, type of chromium compound, and type of soil on adsorption and desorption.

Experiments were performed on kaolinite, bentonite and sand. In our study, it was found that sand had almost no adsorption for chromium. Kaolinite had less …


Removal Of Contaminants From Clay Soils By Thermal Desorption, Wen-Ming Mao May 1989

Removal Of Contaminants From Clay Soils By Thermal Desorption, Wen-Ming Mao

Theses

The objective of this study was to investigate the removal of contaminants from clay soils by thermal treatment. There were two phases involved in this project. The first was a study of equilibrium adsorption of clay - organics study, and the second was the determination of the thermal desorption characteristics.

Three organics, phenol, chlorophenol, and chlorobenzene and one clay soil, bentonite, were selected for these studies. The first phase, involved the simulation of the isothermal adsorption simulated the process of contaminants being sorbed onto bentonite. Three different isotherm models,viz, Linear isotherm, Freundlich isotherm, and Langmuir isotherm were evaluated with experimental …


Experimental Evaluation Of J-Integral For Fiber Reinforced Concrete Subjected To Impact Loading, Piyushkumar Patel May 1989

Experimental Evaluation Of J-Integral For Fiber Reinforced Concrete Subjected To Impact Loading, Piyushkumar Patel

Theses

This research presents an experimental Evaluation of J-Integral for Fiber Reinforced Concrete Subjected to Impact Loading. Three-point edge notched bend specimen were employed in evaluation of J-Integral using both the multi-specimen, and the single specimen techniques. In the multi-specimen technique three different notch lengths were employed for extracting the energetic fracture parameter JIc. In the single specimen technique, the method developed by Rice[13] was used to evaluate JIc at three different notch lengths.

Different proportions of fiber were employed in determining the JIc values. Experimental results from present study indicates that the JIc values calculated …


Optimal Design Of Prestressed Concrete Members Using Numerical Techniques, Nasseruddin Syed May 1989

Optimal Design Of Prestressed Concrete Members Using Numerical Techniques, Nasseruddin Syed

Theses

This research consists of the application of nonlinear optimization techniques for the economical design of prestressed concrete members. A computer program using Lattice and Matrix methods of optimization is employed for least weight design of I-shaped prestressed concrete girders. The program calculates the most optimum values of the cross-sectional dimensions.It has the freedom to impose any constraints on any of the design variables, including sectional dimensions, eccentricities, concrete cover and limiting stresses.

Comparison of results obtained in this thesis with other analytical methods indicate that with the advent of computers, the numerical methods have a definite advantage over other analytical …


Earthquake Hazard Mitigation Of Transportation Facilites For Todd County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich May 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Todd County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Todd County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Todd County that should be maintained in a passable condition. The recommended routes, KUS 68/KY 80 and US 79 have been visually surveyed and all seismically significant …


Earthquake Hazard Mitigation Of Transportation Facilites For Daviess County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich May 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Daviess County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Daviess County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Daviess County that should be maintained in a passable condition. The recommended routes, US 231, KY 56, KY 1554, and Audubon Parkway have been visually surveyed and …


Earthquake Hazard Mitigation Of Transportation Facilites For Henderson County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich May 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Henderson County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Henderson County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Henderson County that should be maintained in a passable condition. The recommended routes, US 60, US 41, KY 351, KY 416 and Audubon Parkway have been visually …


Earthquake Hazard Mitigation Of Transportation Facilites For Muhlenberg County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich May 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Muhlenberg County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Muhlenberg County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Muhlenberg County that should be maintained in a passable condition. The recommended routes, US 431 and KY 176 have been visually surveyed and all seismically significant features …


Demonstration Project No. 59: The Use Of Fly Ash In Highway Construction, Fayette County, Kentucky, David Q. Hunsucker, Gary W. Sharpe May 1989

Demonstration Project No. 59: The Use Of Fly Ash In Highway Construction, Fayette County, Kentucky, David Q. Hunsucker, Gary W. Sharpe

Kentucky Transportation Center Research Report

This report summarizes preliminary site investigations, design criteria and procedures, construction criteria and procedures, and results of initial and final evaluations of an experimental road base utilizing lime kiln dust, fly ash and aggregate. Observed performance has been satisfactory. Compressive strength evaluations indicate exceptional early strength and continued strength gain of the pozzolanic base. Back calculation of specific elastic layer moduli indicate that the moduli of the pozzolanic base material is most likely within a range of 500,000 to 1,000,000 psi.

Based upon observations to date, treated bases enhance overall pavement performance and their use should be continued. It is …


Earthquake Hazard Mitigation Of Transportation Facilites For Butler County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich May 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Butler County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Butler County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the route that has been investigated and recommended as being the route in Butler County that should be maintained in a passable condition. The recommended route, US 231, has been visually surveyed and all seismically significant features cataloged. These features …


Earthquake Hazard Mitigation Of Transportation Facilites For Ballard County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich May 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Ballard County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Ballard County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Ballard County that should be maintained in a passable condition. The recommended routes, US 60 and KY 121, have been visually surveyed and all seismically significant features …


Earthquake Hazard Mitigation Of Transportation Facilites For Logan County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich May 1989

Earthquake Hazard Mitigation Of Transportation Facilites For Logan County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Logan County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Logan County that should be maintained in a passable condition. The recommended routes, US 431, US 68/KY 80, and US 79 have been visually surveyed and all …


Earthquake Hazard Mitigation Of Transportation Facilities For Webster County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich May 1989

Earthquake Hazard Mitigation Of Transportation Facilities For Webster County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Webster County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Webster County that should be maintained in a passable condition. The recommended routes, KY 109 and US 41 have been visually surveyed and all seismically significant features …


Evaluation Of Hydraway And Advanedge Pavement Edge Drains On The Mountain Parkway, L. John Fleckenstein, David L. Allen May 1989

Evaluation Of Hydraway And Advanedge Pavement Edge Drains On The Mountain Parkway, L. John Fleckenstein, David L. Allen

Kentucky Transportation Center Research Report

Since 1985, Kentucky has used prefabricated edge drains on many of its major highways. Three brands have been installed to date (Hydraway, Advanedge, Akwadrain). By far, the largest quantity of material used has been Hydraway. In the past year, considerable effort has been expended in observing these materials and their behavior in the field. Problems have developed with the Hydraway material, some of which were documented in Research Report No. UKTRP-88-15 (Evaluation of Hydraway Edge Drain on Pennyrile Parkway). This brief report documents the history of edge drain installations, recent observations made on the Mountain Parkway in Powell County, and …


Relationship Between Weights Measured By Permanent Truck Scales And Golden River Weigh-In-Motion Scales, Herbert F. Southgate May 1989

Relationship Between Weights Measured By Permanent Truck Scales And Golden River Weigh-In-Motion Scales, Herbert F. Southgate

Kentucky Transportation Center Research Report

The Division of Planning purchased a Golden River Weigh-in-Motion system. The first assignment was to determine the optimum calibration setting for operating each weigh mat. The second assignment was to determine the sensitivity of the weigh data. The third assignment was to develop appropriate relationships to adjust the dynamic data to equivalent static data.

A series of correlation efforts established the appropriate calibration factor for each weigh mat. Then the mats were installed at a site on I 64 in Shelby County and data were collected for over 1,600 trucks. From these data, it became evident that equations to adjust …


Earthquake Hazard Mitigation Of Transportation Facilities For Union County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich May 1989

Earthquake Hazard Mitigation Of Transportation Facilities For Union County, Bobby W. Meade, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Union County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Union County that should be maintained in a passable condition. The recommended routes, US 60, KY 130, and KY 109 have been visually surveyed and all seismically …


Irish Building Services News May 1989

Irish Building Services News

Building Services Engineering

No abstract provided.


Total Maximum Daily Loads And Waste Load Allocations For Las Vegas Bay: Rationale And Calulations, State Of Nevada: Division Of Environmental Protection May 1989

Total Maximum Daily Loads And Waste Load Allocations For Las Vegas Bay: Rationale And Calulations, State Of Nevada: Division Of Environmental Protection

Publications (WR)

In September 1987 the Nevada Division of Environmental Protection revised Water Quality Standards for Las Vegas Wash (LVW) and Lake Mead. Standards were set for chlorophyll-a and unionized ammonia in Las Vegas Bay (LVB) (NDEP 1987). The 1986 and 1987 LVB data showed non-achievement of both the chlorophyll-a and unionized ammonia standard which triggered an analysis of total phosphorus and total ammonia Total Maximum Daily Loads and Waste Load Allocations which are presented in this report. This report is separated into three sections: 1. 1987 Las Vegas Bay Water Quality Conditions and Seasonal Periodicity. 2. Concentration Estimates at Northshore Road …


Density-Dependent Convective Flow In Closed Basins, Kim L. Mccleary May 1989

Density-Dependent Convective Flow In Closed Basins, Kim L. Mccleary

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

The Great Basin is a region of the Basin and Range Physiographic Province, which is completely isolated hydrologically from the sea. All precipitation that falls within the Great Basin is lost from the land surface or from the surface of closed inland lakes through evapotranspiration. Playas are often found at the base of these undrained basins. This study focuses on subsurface groundwater flow patterns in closed basins. Because all discharge from the basins occurs via evapotranspiration on and near the playa, the water table of the aquifer beneath the playa is often just below the ground surface. Fluctuations of the …


Dynamic Analysis Of Linear Structural System Using Ritz Vector Method And Substructuring Formulation, Vijay R. Modi May 1989

Dynamic Analysis Of Linear Structural System Using Ritz Vector Method And Substructuring Formulation, Vijay R. Modi

Civil & Environmental Engineering Theses & Dissertations

In this study, the substructuring formulation is incorporated into Ritz Vector method to obtain and solve the reduced system of dynamic equilibrium equations. Two-dimensional and three-dimensional truss problems are considered in the present study. The accuracy and computational time using the proposed technique are compared with known solutions. The effect of using different number of substructures and Ritz vectors are also investigated, equations solver is utilized to Moreover, a version of a parallel further enhance the numerical performance of the proposed technique on the FLEX/32 Multicomputer.


Earthquake Hazard Mitigation Of Transportation Facilities For Ohio County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich Apr 1989

Earthquake Hazard Mitigation Of Transportation Facilities For Ohio County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Ohio County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the route that has been investigated and recommended as being the route in Ohio County that should be maintained in passable condition. The recommended routes, KY 136 and US 231, have been visually surveyed and all seismically significant features cataloged. …


Federal Aid Research Task No. 28: Pavement Failures: I-71 Oldham - Henry Counties, Clark Graves Apr 1989

Federal Aid Research Task No. 28: Pavement Failures: I-71 Oldham - Henry Counties, Clark Graves

Kentucky Transportation Center Research Report

Breaking and Seating has been used extensively to rehabilitate portland cement concrete pavements. In areas where specific vertical tolerances must be maintained, several methods have been used - - tapering of the asphaltic overlay, removal of the portland cement concrete replaced by full depth asphaltic concrete, or milling of the existing pavement and reducing the asphaltic concrete overlay.

Research Report UKTRP-87-26, "Breaking and Seating of Rigid Pavements" was prepared as a final report for three studies and as an interim report for Federal Aid Research Task No. 28 and two other studies. This report serves to finalize Federal Aid Research …


Performance Of A Shrinkage Compensating Deck Concrete (Ky 1974 Bridge Over West Hickman Creek), David Q. Hunsucker Apr 1989

Performance Of A Shrinkage Compensating Deck Concrete (Ky 1974 Bridge Over West Hickman Creek), David Q. Hunsucker

Kentucky Transportation Center Research Report

This report summarizes performance monitoring activities and evaluation in conjunction with the experimental use of shrinkage compensating bridge deck concrete (Class s). Two bridges of similar design but constructed using Class AA concrete were monitored for comparison purposes. due to the absence of significant shrinkage cracking on the comparison bridge decks and the presence of minor shrinkage cracking on the Class S bridge deck, no conclusions were apparent at this time. Further study may quantify the reduction of shrinkage cracking due to the use of shrinkage compensating concrete in bridge decks.


Earthquake Hazard Mitigation Of Transportation Facilities For Warren County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich Apr 1989

Earthquake Hazard Mitigation Of Transportation Facilities For Warren County, L. John Fleckenstein, David L. Allen, Vincent P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Warren County, Kentucky is located in this region. To permit emergency medical, supply, and equipment traffic into this area after an earthquake has occurred, the Kentucky Transportation Cabinet is interested in the possibility of keeping selected routes passable. This report lists the routes that have been investigated and recommended as being the routes in Warren County that should be maintained in a passable condition. The recommended routes, US 231 and US 68/KY 80 have been visually surveyed and all seismically significant …


Federal Aid Research Task No. 27: Evaluation Of Us 31w, Hardin County, Clark Graves Apr 1989

Federal Aid Research Task No. 27: Evaluation Of Us 31w, Hardin County, Clark Graves

Kentucky Transportation Center Research Report

Breaking and Seating has been extensively utilized to rehabilitate portland cement concrete pavements. Relationships have been developed to determine effective fragment size based on effective modulus of the broken portland cement concrete. Based on this relationship, the effective size of broken segments is on the order of 30-90 inches in the inside lane and 6-15 inches in the outside lane.

Research Report UKTRP-87-26, "Breaking and Seating of Rigid Pavements" was prepared as a final report for three studies and as an interim report for Federal Aid Research Task No. 27 and two other studies. This report serves to finalize Federal …