Civil and Environmental Engineering Commons^™

100 North Street Bridge Over Logan River Project Rubber Bridge Engineering, Chandler Baird, Evan Capron, Micah Rasmussen, Derek Walker

Civil and Environmental Engineering

Rubber Bridge Engineering is over the 100 North Bridge Project used in the Logan River Restoration Project. The100 North Street Bridge is being replaced and the implementation of the proposed new bridge will improve the safety and aesthetics of the surrounding area. The new bridge will also accommodate a new and improved floodplain for the Logan River. Rubber Bridge Engineering designed a pre-engineered steel girder for the superstructure of the bridge and steel reinforced concrete piles for the foundation of the bridge. The transportation detour for the project uses the Conifer Place to Pointe Place detour route and roadway improvements. …

Austin Bridge Design Team Sr-118: Bridge Replacement Over The Sevier River, Wyatt Nielson, Chad Withers, Patrick Campana, Jonathon Reynolds, Andy Erickson

Civil and Environmental Engineering

The Austin Bridge, D-272, spans the Sevier River along SR-118, in Sevier County, Utah. The bridge was built in 1935 and is structurally sound. However D-272 is deteriorating slightly and is too narrow, presenting a traffic hazard. The Utah Department of Transportation (UDOT) wants to replace the bridge. Our group chose to design a replacement bridge.

Courthouse Wash Pedestrian Bridge: Moab, Utah, Wyatt Hansen, L. Kade Flake, Josh Kerkvliet, Trygve Mccrea

Civil and Environmental Engineering

Arches Engineering (AE) is a team of four civil engineering students at Utah State University (USU). The team has selected to work in conjunction with Jones & DeMille Engineering (JDE) to design a pedestrian bridge over Courthouse Wash in Moab, Utah. After analyzing the conditions, AE determined a prefabricated steel bridge with a modified bowstring truss style would best suit the 130-foot crossing.

A modified bowstring truss has a relatively low cost, is aesthetically pleasing, and is simple to construct. AE specifies to use a prefabricated bridge to reduce cost and simplify on-site construction. A drilled shaft foundation would best …

Crockett Diversion Rehabilitation Project, Philip Duncan, Zackary Pali

Civil and Environmental Engineering

The Crockett Diversion is an irrigation diversion structure on the Logan River. This diversion serves the little Logan Canal and provides irrigation water to the valley. The diversion is operated using horizontal stop logs. Operators must manually install or remove these stop logs to maintain upstream water surface elevation as flow conditions change. The stop logs also cause a lot of build up of run off material such as logs, twigs, and other debris. The cleaning, maintenance, and manual operation of this current set up is tedious and requires a lot of extra work for the city. It can also …

Fishhook Sunrise Bed & Breakfast Expansion, Carter Johnson, Andrew Lecheminant, Heather Nielsen, Erika Parsons, Tyler Searle

Civil and Environmental Engineering

The Willardsons, owners of Fishhook Sunrise Bed & Breakfast, located near Palmer, AK, demonstrated interested in expanding their existing bed and breakfast to accommodate future visitors. The expansion includes three new cabins on the northwest side of the property, across Wasilla Creek, which has no existing infrastructure. The expansion, therefore, includes the installation of a drinking water well, access road, septic system, and bridge. Fishhook Engineering proposed providing a site layout for the expansion with high level recommendations for the septic system and roadway material. The project scope also included the complete design of a one lane bridge to span …

Laytona Subdivision Storm Drain System, Tyler Roberts, Mitchell Wagner

Civil and Environmental Engineering

Laytona Subdivision, located in Layton, UT, currently uses traditional curb and gutter to transport storm runoff. This system is no longer adequate due to lack of slope and aging curb and gutter. Layton City will replace the current system with an underground storm drain system. Storm water runoff will be collected and transported to an existing detention pond.

• Alternatives Three other alternative storm drain systems were considered for this project.

• Cost Estimate The estimated cost of completion is $831,710.00.

• Design Software To complete this project ASE used AutoCAD Civil 3D, Excel, and Autodesk Storm and Sanitary Analysis. …

Logan River Restoration (Downstream), Drew Bassett, Amanda Blair, Brooklyn Morgan, Dakota Sparks

Civil and Environmental Engineering

Historical projects by local landowners attempted to improve the passage of flood flows through the Logan River by channelizing the river. The removal of foliage in this process resulted in unforeseen bank erosion and channel scouring. This project analyzes existing river conditions and proposes changes to a section of the Logan River from the Crockett Diversion to Center Street to improve the floodplain, reduce river temperatures, and add recreation.

Mendon Historic Barn Restoration, Andrew Flake, Jaison Hardman, Kaleb Nelson, Taylor Reese

Civil and Environmental Engineering

The Hardman Family owns a historic barn located on the West side of Mendon City backed by the scenic Wellsville Mountains. The barn is currently in a dilapidated condition and is likely to collapse at any time. The Hardmans would like to evaluate the feasibility of reconstructing the barn with the goal of retaining the original barn’s aesthetic value. The reconstructed barn would serve as an events center that would be rented out as a source of income for the family.

Mill Race Diversion On The Weber River, Tyler Ashby, Carina Jones, Nick Langford, Jake Orton, Polo Su'a-Filo

Civil and Environmental Engineering

Trout Unlimited designated the Mill Race irrigation diversion located in Morgan, Utah, and shown in Figure 1, as problematic for fish passage and recreational usage. AAA Engineering was tasked with designing a replacement diversion structure to allow fish passage, recreational use, and provide flood control on the Weber River.

Along with the diversion, AAA Engineering was asked to design a pedestrian bridge that connects the community north of the Weber River to Morgan High School and athletic fields to the south.

Muddy Creek Pressurized Irrigation System, Smc (Sunderland, Mangum, Clark) Engineering

Civil and Environmental Engineering

Muddy Creek Irrigation Company (MCIC) has been providing irrigation water for farmers in and around Emery since the early 1800’s. Many of the original canals are still in use today. The earthen canals lose 35-40% of the water that is being delivered to infiltration. The purpose of this project is to replace the existing canal system with a water reservoir and a pressurized irrigation pipeline design. Figure 1 presents the existing canal system to be replaced.

Munition Storage Magazines (Msms), Matthew Endicott, Michael Garcia, Quinn Lythgoe

Civil and Environmental Engineering

Hill Air Force Base (HAFB) currently has two aging Munition Storage Magazines (MSMs) and is planning to replace these with modern MSMs. HAFB’s new project will implement five new MSMs to increase their capacity, see Fig 1. HHI Corporation, the client, has acquired the project and has decided to include QM² Engineering as a subcontractor.

QM² Engineering has worked on the site layout of the five MSMs, foundation design, retention pond, and access road. Portions of the MSMs are pre-designed by the US Army Corps of Engineers, but require a site specific foundation, see Fig 2. QM^{2 …}

Park Valley Livestock Water System, Calyn Arnold, Zachary Hulsey, Nathan Raine

Civil and Environmental Engineering

Western Skies Engineering proposed the installation of a livestock waterpipeline in Park Valley, Utah. A pipeline would be needed to provide waterfrom a recently drilled well to a series of troughs, providing water for 200head of cattle. The proposed pipelines would total about 1 mile in length,cross a major highway, and rise and fall with the regional topography. Anoff-grid energy system was proposed to sustain the well, and a pump houseproposed to protect the head of the well from the environment.

Storm Water Solutions: 1800 North 600 West Regional Detention Basin, Aaron Hall, Tucker Jorgensen, Sam Odd

Civil and Environmental Engineering

Storm Water Solutions was tasked by Logan City to design a storm water detention and treatment system that addressed the following tasks:

• Model storm events in drainage basin to determine storm water runoff volumes, especially the 90^th Percentile Storm.

• Remove storm water from irrigation conveyance system through design of storm diversion structure to eliminate crop flooding and system maintenance costs.

• Determine methods to reduce phosphorous entering Cutler Reservoir through a low maintenance, sustainable process.

• Retrofit existing storm water system to meet current Logan City design standards and budgetary constraints.

Tuni Grande Water Project, Tyler Daynes, Nathan Hall, Joe West

Civil and Environmental Engineering

• Tuni Grande is a small farming community in Pucara Peru with a population of 250 people

• Residents of Tuni Grande receive approximately 3 gallons of water per person per day

• The water is highly contaminated with arsenic. Concentrations reach as high as 50 μg/L

• The goal of this project was to provide the people of Tuni Grande a reliable and clean water source

Ussynthetic: Building 4, Simon Barth, Matt Graham, Jacob Luebke, Joseph Osguthorpe, Benjamin Story

Civil and Environmental Engineering

US Synthetic is a synthetic diamond manufacturing company located in Orem, Utah. Over the last ten years, US Synthetic has nearly doubled its employee count and annual revenue. In 2011, US Synthetic added a third building to its campus to increase its production of synthetic diamonds.

Building 3 was designed and built to be connected to a future building. With company growth continuing as expected, US Synthetic contracted Diamond Engineering to design Building 4.

Diamond Engineering’s design of Building 4 will offer the client nearly 40,000 square feet of additional administrative and production space. Building 4 will tie into Building …

Usu Steel Bridge Design, Jordan Browning, Ryan Devitt, Adam Lambert, Beau Petersen, Dallin Polson, Colin Steele, Taylor Vaughn

Civil and Environmental Engineering

Utah State University Steel Bridge (USSB) has designed a bridge to compete at the American Institute of Steel Construction (AISC) Student Steel Bridge Competition. The design process involves the analysis of many bridge alternatives to determine the most cost-effective bridge design. USSB analyzed both an under-span and over-arch bridge design based on weight, number of members, ease of fabrication, ease of construction, and vertical deflection. USSB found the over-arch bridge design to be the recommended alternative because of the minimal deflection it experiences under load compared to an under-span bridge.

USSB completed in-depth analysis using RISA 3D to design two …

Redesign Of 900 South: 900 East To 1300 East In Salt Lake City, Ut, Kam Eslinger, Josh Fallon, Tom Hill, Jackson Sagers, Seth Thompson

Civil and Environmental Engineering

The purpose of this project was to improve the current road conditions found at 900 South, from 900 East to 1300 East in Salt Lake City, Utah. Salt Lake City’s three main goals for this project included:

• Improvement of the current road structure
• Redesign of the five-way intersection
• Addition of a separate bicycle path

Evaluation Of A Substitute Structure Method To Estimate Seismic Displacement Demand In Piers And Wharves, Rakesh K. Goel

Civil and Environmental Engineering

This paper compares seismic displacement from the MOTEMS and the ASCE/COPRI 61-14 substitute structure method (SSM) with results from the nonlinear response history analysis (NLRHA). It is found that the SSM is biased toward overpredicting displacement demand for short-period systems and under-predicting displacement demand for long-period systems. The overprediction was found to be excessive for very-short period systems (i.e., systems with periods shorter than the period at which the design spectrum transitions from linearly increasing spectral acceleration to constant spectral acceleration). It is recommended that the SSM not be used for such systems. It is also recommended that the SSM …

Seismic Forces In Ancillary Components Supported On Piers And Wharves, Rakesh K. Goel

Civil and Environmental Engineering

This paper presents a simple procedure to estimate seismic forces in ancillary components (secondary systems) supported on marine structures such as piers, wharves, and marine oil terminals (primary systems). Since many such marine structures can be idealized as single-degree-of-freedom (SDOF) systems, this study uses a simple linear-elastic model with two DOF, one representing the marine structure and the other representing the ancillary component. This study shows that acceleration at the base of the secondary system is approximately equal to spectral acceleration at the fundamental period of the primary system. It also proposes a formula, which is an improvement over current …

Environmental Engineering At Cal Poly-San Luis Obispo, Harold M. Cota

Civil and Environmental Engineering

The story recorded here began with a timeline prepared by Professor Rod Keif outlining some of the important events in the formation of the Environmental Engineering Department at Cal Poly-San Luis Obispo. He expanded the timeline and added some comments in a 5-page History of Environmental Engineering at Cal Poly in 1998 (1).

Rod Keif was a key player in the Air Conditioning and Refrigeration Engineering Department that eventually became the Environmental Engineering Department. He prepared his students to be leaders in the industry, received the Distinguished Teachers Award in 1967, and was chairman of the Academic Senate in 1969. …

Gpumap: A Transparently Gpu-Accelerated Python Map Function, Ivan Pachev, Chris Lupo

Civil and Environmental Engineering

No abstract provided.

Effects Of Nonlinearity In Primary Systems On Acceleration In Secondary Systems: Piers, Wharves, And Marine Oil Terminals, Rakesh K. Goel

Civil and Environmental Engineering

This investigation examines the effects of nonlinearity in the primary system of the coupled primary-secondary systems on accelerations in the secondary systems during seismic loading. The coupled primary-secondary systems considered in this investigation are those typically found in piers, wharves, and marine oil terminals. This investigation first examines the effects of nonlinearity in the primary system on acceleration at the point of attachment of the secondary system to the primary system and found that:  The acceleration at the point of attachment of the secodnary system to the primary system decreases with increasing level of nonlinearity in the primary system. …

Enhancing Regional Ocean Modeling Simulation Performance With The Xeon Phi Architecture, Chris Lupo, Maria Pantoja, Paul Choboter

Civil and Environmental Engineering

Ocean studies are crucial to many scientific disciplines. Due to the difficulty in probing the deep layers of the ocean and the scarcity of data in some of the oceans, the scientific community relies heavily on ocean simulation models. Ocean modeling is complex and computationally intensive, and improving the performance of these models will greatly advance and improve the work of ocean scientists. This paper presents a detailed exploration of the acceleration of the Regional Ocean Model System (ROMS) software with the latest Intel Xeon Phi x200 architectures. Both shared-memory and distributed-memory parallel computing models are evaluated. Results show run …

Taruc: A Topology-Aware Resource Utility And Contention Benchmark, Gavin Baker, Chris Lupo

Civil and Environmental Engineering

Computer architects have increased hardware parallelism and power efficiency by integrating massively parallel hardware accelerators (coprocessors) into compute systems. Many modern HPC clusters now consist of multi-CPU nodes along with additional hardware accelerators in the form of graphics processing units (GPUs). Each CPU and GPU is integrated with system memory via communication links (QPI and PCIe) and multi-channel memory controllers. The increasing density of these heterogeneous computing systems has resulted in complex performance phenomena including nonuniform memory access (NUMA) and resource contention that make application performance hard to predict and tune. This paper presents the Topology Aware Resource Usability and …

Temperature Effects On The Swelling And Bentonite Extrusion Characteristics Of Gcls, James L. Hanson, Nazli Yesiller, Everett P. Allen

Civil and Environmental Engineering

This investigation was conducted to evaluate effects of temperature on swelling and bentonite extrusion properties of GCLs. The swelling characteristics were determined using standardized test procedures and extrusion characteristics were determined using a new test method developed by the authors. Tests were conducted on a conventional medium-weight woven/nonwoven GCL. The range of test temperatures was 2 to 98°C (swelling tests) and -5 to 100°C (extrusion tests). The extrusion tests were conducted under stresses between 100 and 400 kPa and moisture contents between 50 and 150%. Temperature had significant effects on both swell and extrusion. The swell index ranged from 21 …

Advances Of Cone Penetration Testing In Earthquake Engineering Applications, Robb E.S. Moss, R. Moffat

Civil and Environmental Engineering

The Cone Penetration Test (CPT), because of its precision, accuracy, and utility has been increasingly used in earthquake engineering applications in the last decade. This paper provides a brief survey of recent advances in applying the CPT to; liquefaction triggering, post-liquefaction deformations, cyclic failure of clays, dynamic slope stability, and seismic site response. In granular soils the continuous CPT measurements of tip and sleeve resistance are well correlated with the engineering properties of relative density and friction angle. In clay soils the CPT tip resistance is directly proportional to the undrained shear strength. CPT measurements are ideal for weak or …

Teaching Consolidation: Case Study Of Preloading With Vertical Drains, Robb Moss, Judd King, Gregg Fiegel

Civil and Environmental Engineering

This paper describes a ground improvement case study where preloading and prefabricated vertical drains (PVDs) were used to accelerate foundation settlements. The case study is used in a classroom setting with the learning objective of introducing engineering students to methods for estimating settlement of shallow foundations on compressible soils. The project site was developed for a corporate retail chain planning to open a new facility in San Luis Obispo, California. Up to 2.5 meters of fill were needed across much of the site to raise foundations and improvements above the flood elevation. Loads from the fill and the structure were …

Site Response Analysis Considering Strain Compatible Site Period, Hoss Hayati, Robb E.S. Moss

Civil and Environmental Engineering

In practice it is common to estimate site effects using a single proxy, or single variable such as 30 m shear wave velocity (V_S30) or site period. Many studies have investigated merits of proposed proxies with contradicting recommendations. Yet, most studies indicate the single proxy approach is less than ideal, resulting in large uncertainty. To provide a better understanding of components that drive site response, we performed a parameterized study on 19 shallow soil profiles with V_S ranging from 150 m/s to 400 m/s. We propagated 74 input motions through each soil column using one-dimensional equivalent-linear …

Site Response Analysis Considering Strain Compatible Site Period, Hoss Hayati, Robb E.S. Moss

Civil and Environmental Engineering

In practice it is common to estimate site effects using a single proxy, or single variable such as 30 m shear wave velocity (V_S30) or site period. Many studies have investigated merits of proposed proxies with contradicting recommendations. Yet, most studies indicate the single proxy approach is less than ideal, resulting in large uncertainty. To provide a better understanding of components that drive site response, we performed a parameterized study on 19 shallow soil profiles with V_S ranging from 150 m/s to 400 m/s. We propagated 74 input motions through each soil column using one-dimensional equivalent-linear …

Nonparametric Liquefaction Triggering And Postliquefaction Deformations, J. S. Yazdi, Robb Moss

Civil and Environmental Engineering

This study evaluates granular liquefaction triggering case-history data using a nonparametric approach. This approach assumes no functional form in the relationship between liquefied and nonliquefied cases as measured using cone penetration test (CPT) data. From a statistical perspective, this allows for an estimate of the threshold of liquefaction triggering unbiased by prior functional forms, and also provides a platform for testing existing published methods for accuracy and precision. The resulting threshold exhibits some unique trends, which are then interpreted based on postliquefaction deformation behavior. The range of postliquefaction deformations are differentiated into three zones: (1) large deformations associated with metastable …