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Trade-offs between geometric design standards and safety for low volume roads

Creator:: Kornsombut, Aram
Abstract:: Geometric design standards have not been developed specifically for low volume roads. Design standards and criteria are extrapolated from higher standard roadways that are often not relevant to low volume roads. Safety is a primary criterion used for selection of design standards along with economic, financial, social and environment factors....
Resource Type:: Masters Thesis
Full Text:: 15 III. THE CONCEPT OF TRADE-OFF ANALYSIS 38 3.1 Basic Concept of Trade-off Analysis 38 3.2 Decision

Mass transfer constraints on the feasability on in situ bioremediation of contaminated groundwater

Creator:: Fry, Virginia A., 1959-
Resource Type:: Dissertation
Full Text:: OF IN SITU BIOREMEDIATION 35 Abstract 36 Introduction 36 Conceptual Model 38 Mathematical Model

Evaluation of estuarine channel conditions in Coos Bay, Oregon using side-scan sonar

Creator:: Hartman, Gregory L.
Abstract:: Side-scan sonar records in Oregon's Coos Bay estuary navigation channels were obtained at intervals of two to three months during the November 1974 - October 1975 time period from Coos Bay Channel Mile 11+50 to 15+20, and from a reach in the Marshfield Channel. A limited side-scan survey effort was...
Resource Type:: Masters Thesis
Full Text:: Location of side-scan survey traverse in Coos Bay 38 downstream of CBCM 12+00 and in South Slough on 17

Experimental analysis of a nonlinear moored structure

Creator:: Narayanan, Suchithra
Resource Type:: Dissertation
Full Text:: Naval Research Grant No. N00014 -92 -J -1221 is gratefully acknowledged. I wish to express my sincere

Pedestrian safety at signalized intersections operating the flashing yellow arrow

Creator:: Tuss, Halston
Abstract:: At signalized intersections, pedestrians are considered to be amongst the most vulnerable. When in the crosswalk at intersections without protected left-turn phasing, pedestrians are particularly at risk from left-turning vehicles. Until recently, a wide variety of indications were in use across the US to indicate a permissive left-turn condition to...
Resource Type:: Masters Thesis
Full Text:: ...................................................................................38 4.3.4 No Fixations on Pedestrians ...............................................40 5

Contact time and reaction rates for trickling filters

Creator:: Roach, Michael Dan
Abstract:: Three deep experimental filters were used to evaluate the influence of the physical factors of media size, depth of filter, and organic and hydraulic loading on contact time and the rate of removal of organic material by the biological growth on the filters. A further correlation was made between contact...
Resource Type:: Masters Thesis
Full Text:: 37 Growth 38 1 2 TABLE OF CONTENTS (CONTINUED) Hydraulic Loading 41 Depth 44 Media 47

Light reflecting characteristics of various pavement surfaces

Creator:: Paxson, Glenn Stewart, 1893-
Resource Type:: Masters Thesis
Full Text:: tests simulate the conditions of fixed highway lighting. A acoond series of testa was made on these

An efficient high-performance computing based three-dimensional numerical wave basin model for the design of fluid-structure interaction experiments

Creator:: Nimmala, Seshu B.
Abstract:: Fluid-structure interaction (FSI) is an interesting and challenging interdisciplinary area comprised of fields such as engineering- fluids/structures/solids, computational science, and mathematics. FSI has several practical engineering applications such as the design of coastal infrastructure (such as bridges, levees) subjected to harsh environments from natural forces such as tsunamis, storm surges,...
Resource Type:: Dissertation
Full Text:: insurmountable. I hereby acknowledge many other contributions, that are of no less importance and may not get

Experimental studies of Vierendeel beam analysis

Creator:: Russell, William Clyde
Abstract:: Fabricated steel beam specimens with rectangular holes cut in the webs were subjected to load tests to analyze the behavior of the modified section. Beam-depth to hole-depth ratio was in all cases 2.0; however, ratio of hole length to hole height varied from 2.0 to 3.0. The primary instrumentation of...
Resource Type:: Masters Thesis
Full Text:: Development 29 Application to Specimens 36 6 THEORY OF ELASTICITY SOLUTION 38 CONCLUSIONS AND

Centrifugal modeling to investigate ice forces and ice floe failure mechanisms on a vertical pile

Creator:: Wurst, Philip L.
Resource Type:: Masters Thesis
Full Text:: increased the normalized force decreased, although no quantitative relationship could be established. The

ScholarsArchive@OSU

Trade-offs between geometric design standards and safety for low volume roads

Mass transfer constraints on the feasability on in situ bioremediation of contaminated groundwater

Evaluation of estuarine channel conditions in Coos Bay, Oregon using side-scan sonar

Experimental analysis of a nonlinear moored structure

Pedestrian safety at signalized intersections operating the flashing yellow arrow

Contact time and reaction rates for trickling filters

Light reflecting characteristics of various pavement surfaces

An efficient high-performance computing based three-dimensional numerical wave basin model for the design of fluid-structure interaction experiments

Experimental studies of Vierendeel beam analysis

Centrifugal modeling to investigate ice forces and ice floe failure mechanisms on a vertical pile

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