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Full-Text Articles in Engineering

Parshall Flume Staff Gauge Location And Entrance Wingwall Discharge Calibration Corrections, Bryan J. Heiner Dec 2009

Parshall Flume Staff Gauge Location And Entrance Wingwall Discharge Calibration Corrections, Bryan J. Heiner

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

The Utah Water Research Laboratory, in conjunction with the State of Utah, initiated a study to determine the accuracy of a wide variety of flow measurement devices in Utah. The project selected 70 sites with flow measurement devices throughout the state. During the assessment each device had its physical condition and flow measurement accuracy documented.

Although a wide variety of flow measurement devices were tested, the majority were Parshall flumes. Many of the assessed Parshall flumes were not measuring flow to the specified ±5 percent design accuracy. Problems in flow measurement were due to issues with the staff gauge location …


Relative Performance Comparison And Loss Estimation Of Seismically Isolated And Fixed-Based Buildings Using Pbee Approach, Prayag J. Sayani Dec 2009

Relative Performance Comparison And Loss Estimation Of Seismically Isolated And Fixed-Based Buildings Using Pbee Approach, Prayag J. Sayani

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

Current design codes generally use an equivalent linear approach for preliminary design of a seismic isolation system. The equivalent linear approach is based on effective parameters, rather than physical parameters of the system, and may not accurately account for the nonlinearity of the isolation system. The second chapter evaluates an alternative normalized strength characterization against the equivalent linear characterization. Following considerations for evaluation are included: (1) ability to effectively account for variations in ground motion intensity, (2) ability to effectively describe the energy dissipation capacity of the isolation system, and (3) conducive to developing design equations that can be implemented …


Water Allocation For Agricultural Use Considering Treated Wastewater, Public Health Risk, And Economic Issues, Ahmed E. Al-Juaidi May 2009

Water Allocation For Agricultural Use Considering Treated Wastewater, Public Health Risk, And Economic Issues, Ahmed E. Al-Juaidi

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

Increasing demand on limited water resources calls for more efficient and improved approaches to maximize the benefits of water use. Typically, agricultural water use has the largest share among all water use sectors. Therefore, finding the best agricultural water management alternatives to maximize profit and reduce financial and other related risks under limited water availability is essential. Treated wastewater is an important alternative source of agricultural water which has the potential to reduce the stress on freshwater sources from urban and industrial sectors. Thus, further research on optimal agricultural water management is needed to find the best management alternatives that …


Hydraulics Of Ideal Drip Irrigation Systems, Evan J. Thompson May 2009

Hydraulics Of Ideal Drip Irrigation Systems, Evan J. Thompson

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

The hydraulics of IDEal drip irrigation system components were analyzed under controlled laboratory conditions and the results can be applied to the design of IDEal systems. The hydraulic loss coefficient for the lateral-submain connector valves was determined based on laboratory measurements. It was found that the hydraulic loss due to friction in the lay-flat laterals can be accurately estimated with standard friction loss equations using a smaller effective diameter based on the wall thickness and inlet pressure head. The equivalent length barb loss, expressed as an equivalent length of lateral, was calculated for button emitters, as well as for micro-tubes …


Behavior Of Prestressed Concrete Bridge Girders, Franklin B. Angomas May 2009

Behavior Of Prestressed Concrete Bridge Girders, Franklin B. Angomas

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

For this research, prestress losses were monitored in six HPC bridge girders. These measured losses were compared to predicted losses according to four sources. Prestress loss predictive methods considered for this research were: 1- AASHTO LRFD 2004, 2- AASHTO LRFD 2004 Refined, 3- AASHTO LRFD 2007, and 4- AASHTO LRFD Lump Sum method. On the other hand, the camber prediction methods used in the present research were: 1- Time dependent method described in NCHRP Report 496, 2- PCI multiplier method, and 3- Improved PCI Multiplier method. For the purpose of this research, long-term prestress losses were monitored in select girders …


Sediment Transport Impacts Upon Culvert Hydraulics, Wade H. Goodridge May 2009

Sediment Transport Impacts Upon Culvert Hydraulics, Wade H. Goodridge

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

Sedimentation buildup and accumulation can cause serious impediments to the hydraulic capacity of culvert systems. There has not been any significant research to date regarding the behavior of bed load transport nor the implications of bed forms upon the hydraulics associated with culvert flow. The primary objective of this study was to investigate how sediment transport occurs in a culvert and to then develop a methodology and test setup to successfully investigate this sediment transport. The investigation was limited to studying culvert and pipeline transport of alluvial material in sand and gravel sizes.

This dissertation develops a semi-empirical bed load …


Finite Element Modeling Of Full Depth Precast Concrete Transverse Bridge Deck Connections, Jacob Logan Julander May 2009

Finite Element Modeling Of Full Depth Precast Concrete Transverse Bridge Deck Connections, Jacob Logan Julander

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

The frequent use of precast concrete panels has been used to decrease the construction time for bridges. Cracking often occurs at the transverse connections of these panels, resulting in corrosion, and decreased bridge life. Previous laboratory testing of these connections was performed at Utah State University for the Utah Department of Transportation to determine maximum shear and moment capacities, cracking behavior, and cracking loads for five different connections. Two connections are Utah Department of Transportation standard connections. These connections are post tensioned and welded tie connection using shear studs. A different type of welded tie connection using rebar was also …


Development Of Mechanically Stabilized Earth (Mse) Wall Inspection Procedure For Failure Mode Analysis And Risk Assessment, Ryan Bruce Maw May 2009

Development Of Mechanically Stabilized Earth (Mse) Wall Inspection Procedure For Failure Mode Analysis And Risk Assessment, Ryan Bruce Maw

All Graduate Theses and Dissertations, Spring 1920 to Summer 2023

A large component of the State of Utah's transportation network involves the use of MSE walls, which have proven useful in infrastructure for their reduced costs and footprint compared to other alternatives. As effective as MSE walls have been in responding to demands in transportation, they also have inherent challenges. For the majority of MSE walls the structure is limited in observation as structural components are buried as part of the soils mass. This inability to observe at can lead to the development of complex failure mechanisms, which can be difficult to assess and anticipate. As society becomes increasingly reliant …