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Civil and Environmental Engineering

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2012

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Articles 61 - 81 of 81

Full-Text Articles in Engineering

Measurement Of Turbulence In Pressurized Pipe Flow Using Particle Image Velocimetry, Josh Mortensen Jun 2012

Measurement Of Turbulence In Pressurized Pipe Flow Using Particle Image Velocimetry, Josh Mortensen

International Junior Researcher and Engineer Workshop on Hydraulic Structures

Abstract: Invasive mussel species can cause problems at a variety of water resource facilities by colonizing within piping systems, significantly reducing flow capacity. Exposing mussels to intense turbulence as they enter the system may be effective in reducing mussel settlement downstream. To quantify turbulence in a pressurized pipe, Particle Image Velocimetry (PIV) measurements were made downstream of a newly developed pipe fitting designed to generate intense turbulence for mussel control. Two-dimensional (2D) velocity data were collected throughout the pipe profile at various distances downstream of the fitting and were analyzed to quantify hydrodynamic properties of the turbulent flow including dissipation …


Pumping Systems With Variable Reference Head: The Non-Visualized Problems, Boris Rodriguez C., Astrid Pérezo O., José Manuel Adriasola V. Jun 2012

Pumping Systems With Variable Reference Head: The Non-Visualized Problems, Boris Rodriguez C., Astrid Pérezo O., José Manuel Adriasola V.

International Junior Researcher and Engineer Workshop on Hydraulic Structures

ABSTRACT: In several industries, like the mining business, it is very common to observe high head pumping systems, which transport water to more than one discharge point. These discharge points could have, in some cases, variable discharge pressures and, furthermore, could be utilized as water sources (a water reservoir, for example) for other facilities using the same pipes that feed them (flow in double direction). Because of this particular design, the pumping systems can have different Total Dynamic Head (TDH) depending on the water level in the reservoir(s), resulting in a complication for the design and operation of the pumping …


Mean Velocity Effect In Bio-Fouled Pipes, Maria Ximena Trujillo, Juan Saldarriaga Jun 2012

Mean Velocity Effect In Bio-Fouled Pipes, Maria Ximena Trujillo, Juan Saldarriaga

International Junior Researcher and Engineer Workshop on Hydraulic Structures

ABSTRACT: The hydraulic resistance of pipes with biofilm surface coatings can be difficult to predict based on smooth-wall pipe theory. The impacts of biofilm growth in distribution networks and the influence of mean velocity in their development were studied in a recirculation model system at the Hydraulic Laboratory of Universidad de los Andes, using as nutrient a grass specie called “kikuyu” (s.p. Pennicetum clandestine), which is common in raw water sources of Bogotá, Colombia. Water flowed constantly through the system during 150 days, and biofilm measurements were taken from monitors installed on the pipe’s wall. Bio-fouling was observed for various …


Heat Exchanger System Piping Design For A Tube Rupture Event, Fadi Antoine Wakim, Pinar Cakir Kavcar, Mustafa Samad Jun 2012

Heat Exchanger System Piping Design For A Tube Rupture Event, Fadi Antoine Wakim, Pinar Cakir Kavcar, Mustafa Samad

International Junior Researcher and Engineer Workshop on Hydraulic Structures

ABSTRACT: Tube-rupture events in shell and tube heat exchangers can result in significantly high surge pressures. Steady state and dynamic methods can be used to assess the impacts of these events on heat exchanger system piping networks. This paper presents the findings of a set of dynamic surge simulations on the impacts of tube-rupture events in a Propane-Feed Gas Heat Exchanger System. Once adjacent piping design is considered, the Joukowsky formulation-based method is not always appropriate to estimate tube-rupture surge impacts. Dynamic simulations need to be conducted to assess the tube-rupture impact on piping systems due to the surge wave …


Water Level Sensors, What Works?, Bryan J. Heiner, Thomas W. Gill Jun 2012

Water Level Sensors, What Works?, Bryan J. Heiner, Thomas W. Gill

International Junior Researcher and Engineer Workshop on Hydraulic Structures

ABSTRACT: Water level sensors come in all shapes, sizes, and types and can range in price from a couple hundred to several thousand US dollars. This project utilizes real world examples from around the western United States to determine what level sensors work well and to document what characteristics may prevent them from providing accurate water level measurements in differing climates. Researchers have developed a calibration procedure that can be used in field or laboratory situations to obtain accurate calibrations of multiple types of water level sensors. Sensors that have been calibrated and installed are being monitored to determine their …


Cavitation In Hydraulic Structures-Bridging The Gap Between The Laboratory And The Real World, K. Warren Frizell Jun 2012

Cavitation In Hydraulic Structures-Bridging The Gap Between The Laboratory And The Real World, K. Warren Frizell

International Junior Researcher and Engineer Workshop on Hydraulic Structures

ABSTRACT: Recollections of a thirty-five-year career at the hydraulic laboratory of the Bureau of Reclamation are presented within the context of using all the tools at your disposal to reach the best possible answer to your research questions. Cavitation in hydraulic structures will be the main topic used to illustrate this premise, using historic examples and current research to demonstrate study approaches, testing techniques, and applied solutions to real world problems.


Conference Proceedings, Blake Tullis, Robert Jansson Jun 2012

Conference Proceedings, Blake Tullis, Robert Jansson

International Junior Researcher and Engineer Workshop on Hydraulic Structures

No abstract provided.


International Junior Researcher And Engineer Workshop On Hydraulic Structures Session 2, Francois Rulot, Riley Olsen, Gonzalo Duró Jun 2012

International Junior Researcher And Engineer Workshop On Hydraulic Structures Session 2, Francois Rulot, Riley Olsen, Gonzalo Duró

International Junior Researcher and Engineer Workshop on Hydraulic Structures

No abstract provided.


International Junior Researcher And Engineer Workshop On Hydraulic Structures Session 4, Gonzalo Duró, Mitch Dabling, Josh Mortensen, Boris Rodriguez, Fadi Wakim Jun 2012

International Junior Researcher And Engineer Workshop On Hydraulic Structures Session 4, Gonzalo Duró, Mitch Dabling, Josh Mortensen, Boris Rodriguez, Fadi Wakim

International Junior Researcher and Engineer Workshop on Hydraulic Structures

No abstract provided.


International Junior Researcher And Engineer Workshop On Hydraulic Structures Session 6, Boris Rodriguez, Josh Mortensen, Riley Olsen, Nathan Christensen, Mitch Dabling, Gonzalo Duró Jun 2012

International Junior Researcher And Engineer Workshop On Hydraulic Structures Session 6, Boris Rodriguez, Josh Mortensen, Riley Olsen, Nathan Christensen, Mitch Dabling, Gonzalo Duró

International Junior Researcher and Engineer Workshop on Hydraulic Structures

No abstract provided.


Staged And Notched Labyrinth Weir Hydraulics, Mitchell R. Dabling, Brian M. Crookston Jun 2012

Staged And Notched Labyrinth Weir Hydraulics, Mitchell R. Dabling, Brian M. Crookston

International Junior Researcher and Engineer Workshop on Hydraulic Structures

ABSTRACT: Replacement spillways are frequently required to pass revised and larger design storm events. Generally matching the outflow hydrograph of the existing spillway is also a common design requirement. Labyrinth spillways can increase spillway discharge capacity. Staged and notched sections of crest have been used in design to satisfy discharge hydrograph requirements. However, inadequate hydraulic design information is available specific to staged and notched labyrinth weirs. In this study, the flow characteristics of multiple staged and notched labyrinth weir configurations (laboratory-scale) were tested. Head-discharge relationships were evaluated experimentally and compared with computed results using superposition (predicting the discharge over the …


Physical Modeling And Cfd Comparison: Case Study Of A Hydro-Combined Power Station In Spillway Mode, Gonzalo Duró, Mariano De Dios, Alfredo López, Sergio O. Liscia Jun 2012

Physical Modeling And Cfd Comparison: Case Study Of A Hydro-Combined Power Station In Spillway Mode, Gonzalo Duró, Mariano De Dios, Alfredo López, Sergio O. Liscia

International Junior Researcher and Engineer Workshop on Hydraulic Structures

ABSTRACT: This study presents comparisons between the results of a commercial CFD code and physical model measurements. The case study is a hydro-combined power station operating in spillway mode for a given scenario. Two turbulence models and two scales are implemented to identify the capabilities and limitations of each approach and to determine the selection criteria for CFD modeling for this kind of structure. The main flow characteristics are considered for analysis, but the focus is on a fluctuating frequency phenomenon for accurate quantitative comparisons. Acceptable representations of the general hydraulic functioning are found in all approaches, according to physical …


Using Particle Image Velocimetry (Piv) System In Fish Passage Through Rehabilitated Culverts, Mohanad Khodier, Blake P. Tullis Jun 2012

Using Particle Image Velocimetry (Piv) System In Fish Passage Through Rehabilitated Culverts, Mohanad Khodier, Blake P. Tullis

International Junior Researcher and Engineer Workshop on Hydraulic Structures

ABSTRACT: The Particle Image Velocimetry (PIV) system was used to investigate fish passage behaviour through a circular, 0.61-m diameter pipe with evenly spaced baffles along the invert. A section of the pipe wall between two adjacent baffles was replaced with a transparent window (Lexan) and a water box placed outside of the pipe to create a tested section. The test was conducted for different pipe slopes 0.5, 1.5, 2.5, and 3.5%. For each slope, the pipe was tested for different flow rates 28.3, 56.6, and 85 l/s. Also, the PIV was used to produce the velocity vector field by post-processing …


The Effect Of Boulder Spacing On Flow Patterns Around Boulders Under Partial Submergence, Iordanis Moustakidis, Athanasios Papanicolaou, Achilleas Tsakiris Jun 2012

The Effect Of Boulder Spacing On Flow Patterns Around Boulders Under Partial Submergence, Iordanis Moustakidis, Athanasios Papanicolaou, Achilleas Tsakiris

International Junior Researcher and Engineer Workshop on Hydraulic Structures

ABSTRACT: This study focuses on documenting the influence of boulder spacing on flow patterns within an array of boulders in mountain streams. Boulder arrays modify the flow structures in their vicinity, which in turn regulate the depositional patterns. However, a critical literature review reveals that the effects of boulder spacing on flow have been overlooked. Herein, we hypothesize that the developing flow structures around boulders are controlled by the boulder spacing. The objective of this study is to map the surface flow structures around partially submerged boulders for two different boulder spacing scenarios: (1) λ/dc = 6 and (2) …


Dealing With Sedimental Transport Over Partly Non-Erodible Bottoms, François Rulot, Benjamin Dewals, Pierre Archambeau, Michael Pirotton, Sébastien Erpicum Hece Jun 2012

Dealing With Sedimental Transport Over Partly Non-Erodible Bottoms, François Rulot, Benjamin Dewals, Pierre Archambeau, Michael Pirotton, Sébastien Erpicum Hece

International Junior Researcher and Engineer Workshop on Hydraulic Structures

ABSTRACT: In depth-averaged flow and morphodynamic models using a finite volume discretization based on explicit time integration, a specific difficulty can arise during a computation: the computed sediment level can become lower than the level of a non-erodible bottom. The original developments presented in this paper enable correction of the non-physical sediment levels. The method, based on iterative limitation of the outward fluxes, is perfectly mass conservative and remains computationally efficient. The resulting model has been validated with several 1D benchmarks leading to configurations with sediment transport over a nonerodible bottom. Two interesting experimental benchmarks are highlighted in this paper …


Estimation Of Performance Indices For The Planning Of Sustainable Transportation Systems, Pankaj Maheshwari, Alexander Paz, Pushkin Kachroo Apr 2012

Estimation Of Performance Indices For The Planning Of Sustainable Transportation Systems, Pankaj Maheshwari, Alexander Paz, Pushkin Kachroo

College of Engineering: Graduate Celebration Programs

In simple words, the objective of this research is the estimation of performance indices for the planning of sustainable transportation systems Sustainability is achieved when the Transportation system, Activity system and Environmental system have all reached minimum and stable levels of quality so that they can continue operating in perpetuity at less than these levels


Modeling Passive Solar Distillation In Las Vegas, Nv, Noe I. Santos Apr 2012

Modeling Passive Solar Distillation In Las Vegas, Nv, Noe I. Santos

College of Engineering: Graduate Celebration Programs

Project Background

• Many rural areas on the planet do not have easy access to clean water!

• Water distillation basins are capable of distilling water by using incident solar radiation to evaporate polluted water.

• Current thermodynamic models used to predict behavior require instantaneous data; requires the use of expensive equipment.

• Distillation basins are dependent on multiple meteorological variables: insolation, temperature, wind speed, cloud cover.

• Non‐linear behavior is difficult to predict for long term operations.


Nano-Silica For Enhanced Greener Concrete, Mohamed S. Zeidan Apr 2012

Nano-Silica For Enhanced Greener Concrete, Mohamed S. Zeidan

College of Engineering: Graduate Celebration Programs

Colloidal nano-silica was added to normal and fly ash concretes with different rates to examine the its effect on different concrete performance aspects. The main objectives of the study is to determine the effect of adding nano-silica on:

• The rate hydration and the reactivity of cement and pozzolans.

• The mechanical properties and strength gain rate (especially for fly ash concrete).

• Durability.

• Microstructure and Porosity.


Framework Developmant For Construction Safety Visialization, Kishor Shrestha Apr 2012

Framework Developmant For Construction Safety Visialization, Kishor Shrestha

College of Engineering: Graduate Celebration Programs

Throughout the history of the construction industry, many fatalities and injuries have occurred in construction sites. One of the major causes of accidents is unsafe site conditions: basically, this is due to inadequate supervision. To improve upon the traditional supervision approach, this study proposes a 'Framework Development for Construction Safety Visualization' approach. In addition to this, a computer vision Edge Detection Algorithm was developed and tested to convert construction site still images into edges of the objects in the images. The framework development of this study uses computer vision, robot vision, image compression, pattern recognition, internet transmission, network communication, and …


Impact Of Sludge Treatment Processes On Estrogen Concentration In Wastewater Sludge, Erica Marti Apr 2012

Impact Of Sludge Treatment Processes On Estrogen Concentration In Wastewater Sludge, Erica Marti

College of Engineering: Graduate Celebration Programs

Endocrine-disrupting compounds (EDCs), such as estrogen, are known to be present in the aquatic environment at concentrations that affect fish and other wildlife. For example, juvenile male fish exposed to estrogen will synthesize vitellogenin, which is a female-specific protein. Estrogen exposure is also linked to sex reversal, intersexuality, and inhibition of gonadal growth (Jobling et al., 1996).

Wastewater treatment plants are major contributors of EDCs into the environment. EDCs end up in wastewater as a result of natural excretion from the body or being washed off the skin. WWTPs are not designed to remove these substances. As a result, EDCs …


Network Resilience In Disasters: An Interdisciplinary, International Perspective, Satish Ukkusuri Apr 2012

Network Resilience In Disasters: An Interdisciplinary, International Perspective, Satish Ukkusuri

Changing World Conference

No abstract provided.