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Articles 1681 - 1710 of 2277

Full-Text Articles in Civil and Environmental Engineering

Computational Design Tool For Bridge Hydrodynamic Loading In Inundated Flows Of Midwest Rivers, Junke Guo, David M. Admiraal, Tian C. Zhang Jan 2010

Computational Design Tool For Bridge Hydrodynamic Loading In Inundated Flows Of Midwest Rivers, Junke Guo, David M. Admiraal, Tian C. Zhang

Mid-America Transportation Center: Final Reports and Technical Briefs

The hydraulic forces experienced by an inundated bridge deck have great importance in the design of bridges. The proper estimation of loading exerted by the flow on the structure is important for design plans and is pertinent for evaluating its vulnerability. During a flood or hurricane highway bridges over the sea or other waterways may become partially or completely submerged. Flood flows add significant hydrodynamic loading on bridges, possibly resulting in the shearing or overturning of the bridge deck and failure of the bridge superstructures. The overall objective of the study was to establish validated computational practice to address research …


Challenges And Prospects Of Sustainable Groundwater Management In The Indus Basin, Pakistan, Asad Sarwar Qureshi, Peter G. Mccornick, A. Sarwar, Bharat R. Sharma Jan 2010

Challenges And Prospects Of Sustainable Groundwater Management In The Indus Basin, Pakistan, Asad Sarwar Qureshi, Peter G. Mccornick, A. Sarwar, Bharat R. Sharma

Daugherty Water for Food Global Institute: Faculty Publications

In Pakistan, on-demand availability of groundwater has transformed the concept of low and uncertain crop yields into more assured crop production. Increased crop yields have resulted in food security and improved rural livelihoods. However, this growth has also led to problems of overdraft, falling water tables, and degradation of groundwater quality, and yields generally remain well below potential levels. Over the last three decades, Pakistan has tried several direct and indirect management strategies for groundwater management. However the success has been limited. This paper argues that techno-institutional approaches such as introducing water rights, direct or indirect pricing, and permit systems …


The Challenges Of Wastewater Irrigation In Developing Countries, M. Qadir, D. Wichelns, L. Raschid-Sally, Peter G. Mccornick, P. Drechsel, A. Bahri, P. S. Minhas Jan 2010

The Challenges Of Wastewater Irrigation In Developing Countries, M. Qadir, D. Wichelns, L. Raschid-Sally, Peter G. Mccornick, P. Drechsel, A. Bahri, P. S. Minhas

Daugherty Water for Food Global Institute: Faculty Publications

The volume of wastewater generated by domestic, industrial, and commercial sources has increased with population, urbanization, improved living conditions, and economic development. The productive use of wastewater has also increased, as millions of small-scale farmers in urban and peri-urban areas of developing countries depend on wastewater or wastewater-polluted water sources to irrigate high-value edible crops for urban markets, often as they have no alternative sources of irrigation water. Undesirable constituents in wastewater can harm human health and the environment. Hence, wastewater irrigation is an issue of concern to public agencies responsible for maintaining public health and environmental quality. For diverse …


Status And Trend Of Cottonwood Forests Along The Missouri River, Mark D. Dixon, W. Carter Johnson, Michael L. Scott, Daniel Bowen Jan 2010

Status And Trend Of Cottonwood Forests Along The Missouri River, Mark D. Dixon, W. Carter Johnson, Michael L. Scott, Daniel Bowen

United States Army Corps of Engineers, Omaha District

From 2007-2009, we studied the current (2006) and historic (1892, mid-1950s) extent, current age distribution, and plant species composition of plains cottonwood (Populus deltoides) and non-cottonwood riparian stands along eight study segments of the Missouri River between Fort Benton, Montana and Kansas City Missouri, covering 930 river miles (1500 km) or over 1/3 of the river's length. These segments included all of the unchannelized and unimpounded segments below Fort Benton, as well as portions of two impounded and one channelized segment. Based on GIS analyses of historic maps and aerial photography, the combined area of forests, woodlands, and …


Effects From Filtration, Capping Agents, And Presence/Absence Of Food On The Toxicity Of Silver Nanoparticles To Daphnia Magna, H. Joel Allen, Christopher A. Impellitteri, Dana A. Macke, J. Lee Heckman, Helen C. Poynton, James M. Lazorchak, Shekar Govindaswamy, Deborah L. Roose, Mallikarjuna N. Nadagouda Jan 2010

Effects From Filtration, Capping Agents, And Presence/Absence Of Food On The Toxicity Of Silver Nanoparticles To Daphnia Magna, H. Joel Allen, Christopher A. Impellitteri, Dana A. Macke, J. Lee Heckman, Helen C. Poynton, James M. Lazorchak, Shekar Govindaswamy, Deborah L. Roose, Mallikarjuna N. Nadagouda

United States Environmental Protection Agency: Publications

Relatively little is known about the behavior and toxicity of nanoparticles in the environment. Objectives of work presented here include establishing the toxicity of a variety of silver nanoparticles (AgNPs) to Daphnia magna neonates, assessing the applicability of a commonly used bioassay for testing AgNPs, and determining the advantages and disadvantages of multiple characterization techniques for AgNPs in simple aquatic systems. Daphnia magna were exposed to a silver nitrate solution and AgNPs suspensions including commercially available AgNPs (uncoated and coated), and laboratory-synthesized AgNPs (coated with coffee or citrate). The nanoparticle suspensions were analyzed for silver concentration (microwave acid digestions), size …


Persistent Organic Pollutants In Fish Tissue In The Mid-Continental Great Rivers Of The United States, Karen A. Blocksom, David M. Walters, Terri M. Jicha, James M. Lazorchak, Theodore R. Angradi, David W. Bolgrien Jan 2010

Persistent Organic Pollutants In Fish Tissue In The Mid-Continental Great Rivers Of The United States, Karen A. Blocksom, David M. Walters, Terri M. Jicha, James M. Lazorchak, Theodore R. Angradi, David W. Bolgrien

United States Environmental Protection Agency: Publications

Great rivers of the central United States (Upper Mississippi, Missouri, and Ohio rivers) are valuable economic and cultural resources, yet until recently their ecological condition has not been well quantified. In 2004– 2005, as part of the Environmental Monitoring and Assessment Program for Great River Ecosystems (EMAPGRE), we measured legacy organochlorines (OCs) (pesticides and polychlorinated biphenyls, PCBs) and emerging compounds (polybrominated diphenyl ethers, PBDEs) in whole fish to estimate human and wildlife exposure risks from fish consumption. PCBs, PBDEs, chlordane, dieldrin and dichlorodiphenyltrichloroethane (DDT) were detected in most samples across all rivers, and hexachlorobenzene was detected in most Ohio River …


Biological Opinion On The Operation Of The Missouri River Main Stem System, Operation And Maintenance Of The Missouri River Bank Stabilization And Navigation Project, And Operation Of The Kansas River Reservoir System Jan 2010

Biological Opinion On The Operation Of The Missouri River Main Stem System, Operation And Maintenance Of The Missouri River Bank Stabilization And Navigation Project, And Operation Of The Kansas River Reservoir System

United States Army Corps of Engineers, Omaha District

This Annual Report summarizes implementation efforts in response to the Biological Opinion on the Operation of the Missouri River Main Stem System, Operation and Maintenance of the Missouri River Bank Stabilization and Navigation Project, and Operation of the Kansas River Reservoir System. The document improves upon the previous annual Biological Opinion (BiOp) compliance reports by incorporating:

• The first combined U.S. Fish and Wildlife (USFWS) and U.S. Army Corps of Engineers (Corps) report documenting recovery efforts on the Missouri River satisfying reporting requirements of the 2003 Amended BiOp on the Operation of the Missouri River Main Stem System (System), Operation …


Bottom Flange Reinforcement In Nu I-Girders, George Morcous Ph.D., Kromel Hanna Ph.D., Maher K. Tadros Ph.D., P.E. Jan 2010

Bottom Flange Reinforcement In Nu I-Girders, George Morcous Ph.D., Kromel Hanna Ph.D., Maher K. Tadros Ph.D., P.E.

Mid-America Transportation Center: Final Reports and Technical Briefs

The 1996 edition of AASHTO Standard Specifications for Highway Bridges stated that nominal confinement reinforcement be placed to enclose prestressing steel in the bottom flange of bridge girders from girder ends to at least a distance equal to the girder’s height. The 2004 edition of AASHTO LRFD Bridge Design Specifications changed the distance over which the confinement reinforcement was to be distributed from 1.0h to 1.5h, and gave minimum requirements for the amount of steel to be used, No.3 bars, and their maximum spacing, not to exceed 6.” Research was undertaken to study what impact, if any, confinement reinforcement had …


Load Rating Of Complex Bridges, George Morcous Ph.D., Kromel Hanna Ph.D., Maher K. Tadros Ph.D., P.E. Jan 2010

Load Rating Of Complex Bridges, George Morcous Ph.D., Kromel Hanna Ph.D., Maher K. Tadros Ph.D., P.E.

Mid-America Transportation Center: Final Reports and Technical Briefs

The National Bridge Inspection Standards require highway departments to inspect, evaluate, and determine load ratings for structures defined as bridges located on all public roads. Load rating of bridges is performed to determine the live load that structures can safely carry at a given structural condition. Bridges are rated for three types of loads, design loads, legal loads, and permit loads, which is a laborious and time-consuming task as it requires the analysis of the structure under different load patterns. Several tools are currently available to assist bridge engineers to perform bridge rating in a consistent and timely manner. However, …


Study Of Rf Propagation Characteristics For Wireless Sensor Networks In Railroad Environments, Hamid Sharif, Michael Hempel Jan 2010

Study Of Rf Propagation Characteristics For Wireless Sensor Networks In Railroad Environments, Hamid Sharif, Michael Hempel

Mid-America Transportation Center: Final Reports and Technical Briefs

The freight railroad industry in North America is exerting efforts to leverage Wireless Sensor Networks to monitor systems and components on railcars. This allows fault detection and accident prevention even while a train is moving. Railcars, constructed mostly of ferrous materials such as steel, are expected to severely impact signal propagation. To better understand this effect we first evaluated the signal characteristics when sensor nodes are placed in various locations around railcars. We used EM-Field modeling and evaluation techniques to obtain these results and found that node placement selection is critical for the node’s communication distance. As a second research …


Performance Measures Of Warm Asphalt Mixtures For Safe And Reliable Freight Transportation, Hosin "David" Lee Ph.D., P.E., Yongjoo "Thomas" Kim Jan 2010

Performance Measures Of Warm Asphalt Mixtures For Safe And Reliable Freight Transportation, Hosin "David" Lee Ph.D., P.E., Yongjoo "Thomas" Kim

Mid-America Transportation Center: Final Reports and Technical Briefs

Warm mix asphalt (WMA) is an emerging technology that can allow asphalt to flow at a lower temperature for mixing, placing and compaction. The advantages of WMA include reduced fuel consumption, less carbon dioxide emission, longer paving season, longer hauling distance, reduced oxidation of asphalt, early opening to traffic and a better working environment in the field. In the United States, WMA has become popular in recent years. However, to provide a safe and reliable highway for heavier truck traffic with a high tire pressure, WMA mixtures must meet requirements for strength, stiffness, rutting, and moisture resistance.

WMA mixtures with …


Extending Asphalt Pavement Life Using Thin Whitetopping, Mustaque Hossain, Sharmin Sultana Jan 2010

Extending Asphalt Pavement Life Using Thin Whitetopping, Mustaque Hossain, Sharmin Sultana

Mid-America Transportation Center: Final Reports and Technical Briefs

Due to budget constraints, many highway agencies are becoming interested in pavement preservation or rehabilitation rather than reconstruction to ensure pavement is in serviceable condition. Thin whitetopping (TWT) is the process of rehabilitating distressed asphalt concrete (AC) pavements by using a concrete overlay. This study was done to develop a design catalog for existing AC pavements to be overlaid with TWT. The finite element (FE) analysis was performed with SolidWorks, which is the 3-D FE software program used to develop this design catalog. The design considered different TWT thicknesses, existing AC layer thickness and modulus, the bonding condition between TWT …


Assessing The Damage Potential In Pretensioned Bridges, Caused By Increased Truck Loads Due To Freight Movements (Phase I), Robert J. Peterman, Steven Hammerschmidt Jan 2010

Assessing The Damage Potential In Pretensioned Bridges, Caused By Increased Truck Loads Due To Freight Movements (Phase I), Robert J. Peterman, Steven Hammerschmidt

Mid-America Transportation Center: Final Reports and Technical Briefs

When evaluating the condition of existing bridges determining in situ stresses in the members provides valuable information about the condition of the structures. In this study, a method of surface strain relief was investigated whereby the change in strain at the surface of concrete members is used to determine the in situ stress. The method involved mounting a linear electrical-resistance strain gage along the axis of maximum stress, coring around the gage, and then relating the change in strain to the corresponding stress in the member. Members were fabricated and varying stresses were applied in order to determine the accuracy …


Characteristics And Contributory Causes Related To Large Truck Crashes (Phase I) -Fatal Crashes, Sundanda Dissanayake Ph.D., P.E. Jan 2010

Characteristics And Contributory Causes Related To Large Truck Crashes (Phase I) -Fatal Crashes, Sundanda Dissanayake Ph.D., P.E.

Mid-America Transportation Center: Final Reports and Technical Briefs

One-ninth of all traffic fatalities in the United States have involved large trucks in the past five years, although large trucks contributed to only 3% of registered vehicles and 7% of vehicle miles travelled. This contrasting proportion indicates that truck crashes in general tend to be more severe than other crashes though they constitute a smaller sector of vehicles on the road. To study this issue, fatal crash data from the FARS was used to analyze characteristics and factors contributing to truck-involved crashes. Driver, vehicle, and crash-related contributory causes were identified, and as an extension the likelihood of occurrence of …


Improving Freight Fire Safety: Assessment Of The Effectiveness Of Mist-Controlling Additives In Mitigating Crash-Induced Diesel Fires, Albert Ratner Ph.D. Jan 2010

Improving Freight Fire Safety: Assessment Of The Effectiveness Of Mist-Controlling Additives In Mitigating Crash-Induced Diesel Fires, Albert Ratner Ph.D.

Mid-America Transportation Center: Final Reports and Technical Briefs

Adding long chained polymers to diesel has been proposed as a method to prevent crash fires by arresting the break-up of diesel fuel into a fine mist in transportation related accidents. The effect of such additives on the flow properties of diesel was investigated by studying the impact of poly-butadiene and diesel blend drops on a solid surface using high speed imaging. The addition of the polymer imparted shear-thinning behavior to diesel, and the base viscosities increased rapidly with polymer concentration. Four concentrations of the polymer were tested at three different impact speeds under atmospheric pressure. Maximum spread factors and …


Proposed Implementation Of A Cottonwood Management Plan Along Six Priority Segments Of The Missouri River Jan 2010

Proposed Implementation Of A Cottonwood Management Plan Along Six Priority Segments Of The Missouri River

United States Army Corps of Engineers, Omaha District

The Missouri River originates in the Rocky Mountains of south-central Montana and flows approximately 2,341 miles through seven states, ending at its confluence with the Mississippi River near St. Louis, Missouri. The plains cottonwood (Populus deltoides) was once the dominant floodplain vegetation in the Missouri River ecosystem (Corps 2006a). Natural cottonwood regeneration has largely ceased along the Missouri River following the construction of the Missouri River Mainstem Reservoir System (System) and Bank Stabilization and Navigation Project (BSNP). The reduction in the number of young cottonwoods to replace older cottonwoods concerns biologists because a variety of plant and wildlife …


Infrared Thermography-Driven Flaw Detection And Evaluation Of Hot Mix Asphalt Pavements, Yong K. Cho, Thaddaeus Bode, Yong-Rak Kim Jan 2010

Infrared Thermography-Driven Flaw Detection And Evaluation Of Hot Mix Asphalt Pavements, Yong K. Cho, Thaddaeus Bode, Yong-Rak Kim

Nebraska Department of Transportation: Research Reports

No abstract provided.


Nebraska Water And Energy Flux Measurement, Modeling, And Research Network (Nebflux), Suat Irmak Jan 2010

Nebraska Water And Energy Flux Measurement, Modeling, And Research Network (Nebflux), Suat Irmak

Department of Agricultural and Biological Systems Engineering: Faculty Publications

Surface energy and water vapor fluxes play a critical role in understanding the response of agro‐ecosystems to changes in environmental and atmospheric parameters. These fluxes play a crucial role in exploring the dynamics of water and energy use efficiencies of these systems. Quantification of the fluxes is also necessary for assessing the impact of land use and management changes on water balances. Accomplishing these goals requires measurement of water vapor and energy exchanges between various vegetation surfaces and microclimates for long‐enough periods to understand the behavior and dynamics involved with the flux transfer so that robust models can be developed …


Infrared Thermography-Driven Flaw Detection And Evaluation Of Hot Mix Asphalt Pavements, Yong K. Cho, Yong-Rak Kim, Thaddaeus Bode Jan 2010

Infrared Thermography-Driven Flaw Detection And Evaluation Of Hot Mix Asphalt Pavements, Yong K. Cho, Yong-Rak Kim, Thaddaeus Bode

Nebraska Department of Transportation: Research Reports

This research was conducted to study more realistic explanations of how variables are created and dealt with during hot mix asphalt (HMA) paving construction. Several paving projects across the state of Nebraska have been visited where sensory devices were used to test how the selected variables contribute to temperature differentials including density, moisture content within the asphalt, material surface temperature, internal temperature, wind speed, haul time, and equipment type. Areas of high temperature differentials are identified using an infrared camera whose usefulness was initially confirmed with a penetrating thermometer. A non-nuclear density device was also used to record how the …


Infrared Thermography-Driven Flaw Detection And Evaluation Of Hot Mix Asphalt Pavements, Yong K. Cho, Yong-Rak Kim Ph.D., Thaddaeus Bode Jan 2010

Infrared Thermography-Driven Flaw Detection And Evaluation Of Hot Mix Asphalt Pavements, Yong K. Cho, Yong-Rak Kim Ph.D., Thaddaeus Bode

Mid-America Transportation Center: Final Reports and Technical Briefs

This research was conducted to study more realistic explanations of how variables are created and dealt with during hot mix asphalt (HMA) paving construction. Several paving projects across the state of Nebraska have been visited where sensory devices were used to test how the selected variables contribute to temperature differentials including density, moisture content within the asphalt, material surface temperature, internal temperature, wind speed, haul time, and equipment type. Areas of high temperature differentials are identified using an infrared camera whose usefulness was initially confirmed with a penetrating thermometer. A non-nuclear density device was also used to record how the …


Investigating Rfid For Roadside Identification Involving Freight Commercial Vehicle Operators (Cvo), Erick C. Jones Ph.D., Judy Perkins Ph.D. Jan 2010

Investigating Rfid For Roadside Identification Involving Freight Commercial Vehicle Operators (Cvo), Erick C. Jones Ph.D., Judy Perkins Ph.D.

Mid-America Transportation Center: Final Reports and Technical Briefs

Radio Frequency Identification (RFID) is an emerging technology to track commercial vehicles. This transcript describes research that investigates the ability for RFID technologies to work in license plates. Mile markers are common fixtures on the roadside and may provide infrastructure to support identifying RFID to enabled Commercial Vehicle Operators (CVO). This research considers variables that affect the performance of a RFID License Plate System that uses a scanner located at the mile marker. Mile marker characteristics, such as horizontal distance and vertical height, were evaluated along with RFID tag characteristics, such tag type and license plate location.


Safety Investigation And Guidance For Work-Zone Devices In Freight Transportation Systems Subjected To Passenger Car And Truck Impacts With New Crash Standards, Ronald K. Faller Ph.D., P.E., Dean L. Sicking Ph.D., P.E., Karla A. Lechtenberg M.S.C.E., E.I.T., James C. Holloway M.S.C.E., E.I.T., Jennifer D. Schmidt Jan 2010

Safety Investigation And Guidance For Work-Zone Devices In Freight Transportation Systems Subjected To Passenger Car And Truck Impacts With New Crash Standards, Ronald K. Faller Ph.D., P.E., Dean L. Sicking Ph.D., P.E., Karla A. Lechtenberg M.S.C.E., E.I.T., James C. Holloway M.S.C.E., E.I.T., Jennifer D. Schmidt

Mid-America Transportation Center: Final Reports and Technical Briefs

Crashworthy, work-zone, portable sign support systems accepted under NCHRP Report No. 350 were analyzed to predict their safety peformance according to the TL-3 MASH evaluation criteria. An analysis was conducted to determine which hardware parameters of sign support systems would likely contribute to the safety performance with MASH. The acuracy of the method was evaluated through full-scale crash testing. Four full-scale crash tests were conducted with a pickup truck. Two tall-mounted, sign support systems with aluminum sign panels failed the MASH criteria due to windshield penetration. One low-mounted system with a vinyl, roll-up sign panel failed the MASH criteria due …


Impact Of Truck Loading On Design And Analysis Of Asphaltic Pavement Structures, Yong-Rak Kim, Hokie Ban, Soohyok Im Jan 2010

Impact Of Truck Loading On Design And Analysis Of Asphaltic Pavement Structures, Yong-Rak Kim, Hokie Ban, Soohyok Im

Mid-America Transportation Center: Final Reports and Technical Briefs

Mechanistic-Empirical Pavement Design Guide (MEPDG) is an improved methodology for pavement design and the evaluation of paving materials. However, in spite of significant advancements to pre-existing traditional design methods, the MEPDG is known to be limited in its accurate prediction of mechanical responses and damage in asphaltic pavements. This restriction is both due to the use of simplified structural analysis methods, and a general lack of understanding of the fundamental constitutive behavior and damage mechanisms in paving materials. This is additionally affected by the use of circular tire loading configurations. Performance prediction and pavement life are determined based on the …


Layer Moduli Of Nebraska Pavements For The New Mechanistic-Empirical Pavement Design Guide (Mepdg), Yong-Rak Kim, Soohyok Im, Hoki Ban Jan 2010

Layer Moduli Of Nebraska Pavements For The New Mechanistic-Empirical Pavement Design Guide (Mepdg), Yong-Rak Kim, Soohyok Im, Hoki Ban

Mid-America Transportation Center: Final Reports and Technical Briefs

As a step-wise implementation effort of the Mechanistic-Empirical Pavement Design Guide (MEPDG) for the design and analysis of Nebraska flexible pavement systems, this research developed a database of layer moduli — dynamic modulus, creep compliance, and resilient modulus — of various pavement materials used in Nebraska. The database includes all three design input levels. Direct laboratory tests of the representative Nebraska pavement materials were conducted for Level 1 design inputs, and surrogate methods, such as the use of Witczak’s predictive equations and the use of default resilient moduli based on soil classification data, were evaluated to include Level 2 and/or …


Foundation Design For High Tension Cable Guardrails, John R. Rohde Ph.D., P.E., Ling Zhu Ph.D., Ryan J. Terpsma B.S.M.E Jan 2010

Foundation Design For High Tension Cable Guardrails, John R. Rohde Ph.D., P.E., Ling Zhu Ph.D., Ryan J. Terpsma B.S.M.E

Mid-America Transportation Center: Final Reports and Technical Briefs

High tension cable guardrail is becoming increasing popular in median and roadside applications due to the promise of reduced deflections upon impact and reduced maintenance. As the performance of these systems is observed in service, there is a growing concern over the end anchorage foundation performance of current systems. Foundations for high tension systems must not only be capable of restraining the impact load of a vehicle but must also restrain the initial pretension on the cable system as well as temperature induced loads. While it may be acceptable for many roadside safety devices to require foundation repair after impact, …


Estimating Highway Pavement Damage Costs Attributed To Truck Traffic, Yong Bai, Steven D. Schrock, Thomas E. Mulinazzi, Wenhua Hou, Chunxiao Liu, Umar Firman Jan 2010

Estimating Highway Pavement Damage Costs Attributed To Truck Traffic, Yong Bai, Steven D. Schrock, Thomas E. Mulinazzi, Wenhua Hou, Chunxiao Liu, Umar Firman

Mid-America Transportation Center: Final Reports and Technical Briefs

Kansas is one of the leaders in meat production in the United States. In the southwest Kansas region, there are more than three hundred feed yards and several of the biggest meat processing plants in the nation. Heavy trucks (e.g., tractor-trailers) have been used primarily for transporting processed meat, meat byproducts, grain, and other related products. With the continuous growth of these industries, there will be more trucks on highways transporting meat and meat-related products in southwest Kansas. These trucks cause noteworthy damage to Kansas highway pavements, which in turn leads to more frequent maintenance actions and ultimately more traffic …


Extending Pavement Life Using Thin Surfacing To Counter The Effect Of Increased Truck Traffic Due To Freight Movements On Highways, Mustaque Hossain Ph.D., P.E., Vikranth S. Manepalli, Shaidur Rahman, Haritha Y. Musty Jan 2010

Extending Pavement Life Using Thin Surfacing To Counter The Effect Of Increased Truck Traffic Due To Freight Movements On Highways, Mustaque Hossain Ph.D., P.E., Vikranth S. Manepalli, Shaidur Rahman, Haritha Y. Musty

Mid-America Transportation Center: Final Reports and Technical Briefs

The highways in the Midwest are experiencing a considerable amount of truck traffic due to increased freight transportation. There is clearly a risk to the highway infrastructure caused by this additional truck traffic that will also have an increasingly detrimental effect on the safety of the citizens, the traveling public in terms of congestion, and the economy of the entire region. Traditionally the life of the pavements has been extended by a variety of rehabilitation techniques. For example, techniques used by the Kansas Department of Transportation (KDOT) include route and crack seal, chip seal, 1- to 4-inch overlay, 1- to …


Automated Erosion System To Protect Highway Bridge Crossings At Abutments, Thanos Papanicolaou Ph.D., Christopher Wilson Ph.D., Mohamed Elkakeem Ph.D. Jan 2010

Automated Erosion System To Protect Highway Bridge Crossings At Abutments, Thanos Papanicolaou Ph.D., Christopher Wilson Ph.D., Mohamed Elkakeem Ph.D.

Mid-America Transportation Center: Final Reports and Technical Briefs

A new instrument (Photo-Electronic Erosion Pin, or PEEP) was examined in collecting field data and remotely monitoring bank erosion near bridge abutments during floods. The performance of PEEPs was evaluated through a detailed field study to determine factors affecting their records. Proper calibration of the instrument was important in obtaining accurate erosion lengths. Calibration of the PEEPs within the banks nearby the study reach provided the most accurate erosion lengths. In addition, comparison with traditional, manual methods was recommended. Bank erosion was monitored at two study sites at the Clear Creek Watershed (CCW), IA between May 2009 and December 2009 …


Closed Course Testing Of Portable Rumble Strips To Improve Truck Safety At Work Zones, Steven D. Schrock, Yong Bai Jan 2010

Closed Course Testing Of Portable Rumble Strips To Improve Truck Safety At Work Zones, Steven D. Schrock, Yong Bai

Mid-America Transportation Center: Final Reports and Technical Briefs

The purpose of this research was to compare the attention-getting characteristics, movements and vertical displacements of several portable, reusable rumble strips. The attention-getting characteristics and displacement were measured after passes of a fully loaded heavy truck and a passenger vehicle. Sound and vibration tests revealed that the portable plastic rumble strips were more effective on cars than trucks for generating in-vehicle vibration and increasing in-vehicle sound levels. Further, they were generally better able to match the characteristics of the tested permanent rumble strip compared to the adhesive rumble strips, and that this was also true for the configurations that contained …


2010 Nebraska Water Monitoring Programs Report, Marty Link Jan 2010

2010 Nebraska Water Monitoring Programs Report, Marty Link

Nebraska Department of Environmental Quality: Reports

The Nebraska Department of Environmental Quality (NDEQ) is charged with monitoring, assessing, and to the extent possible, managing the state’s water resources. The purpose of this work is to protect and maintain good quality water and encourage or execute activities to improve poor water quality. Monitoring is done on the over 18,000 miles of flowing rivers and streams, our greater than 280,000 acres of surface water in lakes and reservoirs, and the vast storage of groundwater in Nebraska’s aquifers.