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The Impact Of Ice Conditions On Local Scour Around Bridge Piers
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Book Synopsis The Impact of Ice Conditions on Local Scour Around Bridge Piers by : Faye Hirshfield
Download or read book The Impact of Ice Conditions on Local Scour Around Bridge Piers written by Faye Hirshfield and published by . This book was released on 2015 with total page 450 pages. Available in PDF, EPUB and Kindle. Book excerpt: "Ice cover imposes an additional boundary layer on a river channel and can influence sediment transport around bridge structures. The main objective of this study was to gain a better understanding of how ice cover is related to local scour around bridge piers. A set of flume experiments were completed investigating local scour around bridge piers under open channel, smooth ice and rough ice cover conditions. Three different non-uniform sediments were used with D50??2019?s of 0.47, 0.50 and 0.58 mm. The location of the average maximum velocity under rough ice cover ranged from 0.36-0.43H and for smooth cover was 0.41H, with depth (H) measured from the channel bed to water surface. Turbulent intensity was greater under ice cover than open channel conditions. Local pier scour under rough and smooth ice cover was on average 37 and 20 percent greater than open channel scour depth respectively. The maximum scour depth always occurred at the pier face. Greater pier scour under ice cover is related to larger streamwise and downward flow velocities at the pier face under rough ice cover. The scour hole velocity for rough and smooth ice cover was 33 and 15 percent greater than open channel scour hole velocity respectively. Under all channel covers an armour layer formed in the scour hole. For all experiments, as the armour layer size increased, the maximum local scour depth decreased. A critical assessment of current bridge research and construction was also conducted in order to address how this study contributes to modern day bridge design. It was found that this study addresses current knowledge gaps in bridge manual used in North America. Specifically, study results concerning scour hole depth under ice cover and scour hole flow fields under ice cover are important contributions to the field of bridge hydraulics."--Leaf ii.
Book Synopsis Local Scour Around Bridge Abutments Under Ice Covered Conditions by : Peng Wu
Download or read book Local Scour Around Bridge Abutments Under Ice Covered Conditions written by Peng Wu and published by . This book was released on 2014 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: "Local scour refers to the sediment transport around hydraulic structures by flowing water. Excessive scour around the abutment can potentially cause damage to the bridge, which may also result in catastrophic consequences. Abutment scour refers to the local scour generated by the flow passing around bridge abutments. One of the challenging problems for hydraulic engineers is the prediction of maximum scour depth around abutments and pier foundations so that proper provisions can be made in the design and construction to mitigate the consequences. Despite significant research efforts to improve the understanding of scour related problems, abutment scour is still among the more complex and challenging problems. Over the past few decades, local scour around bridge abutments has received wide attention, and many researchers have contributed various studies on the topic. The current state knowledge on local scour still has insufficiently understood aspects, for example, ice accumulation has never been addressed in the abutment scour research. The impacts of ice cover has never been conducted. To fill this gap, the present research is conducted. The ice cover can change the channel morphology and flow field. It is well known that river ice affects the vertical and lateral distribution of flow in a channel. Additionally, because river ice affects the flow conditions, it potentially influence sediment transport. Hence, the scour around abutments is affected. In the present research, a series of large flume experiments are conducted. By adding different simulated ice covers in the flume, ice-covered flow can be generated. By comparing the scour profiles and maximum scour depth around two commonly used abutments in three non-uniform sediments, the ice cover impacts have been investigated. A significant increase can be noticed by adding ice cover. With the increase in ice cover roughness, the maximum scour depth increase correspondingly. Meanwhile, semi-circular abutment can generate a relatively small scour hole. Furthermore, the role of densimetric Froude number, armor layer sediment size, Manning’s roughness coefficient are all analyzed in the research. Several empirical equations are developed from present research for the estimation of maximum scour depth around abutments."--Leaf i.
Book Synopsis Experimental Study of Local Scour Around Side-by-Side Bridge Piers Under Ice-Covered Flow Conditions by : Jueyi Sui
Download or read book Experimental Study of Local Scour Around Side-by-Side Bridge Piers Under Ice-Covered Flow Conditions written by Jueyi Sui and published by . This book was released on 2019 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: A precise prediction of maximum scour depth (MSD) around piers under ice-covered conditions is crucial for the safe design of the bridge foundation. Due to the lack of information for local scour under ice-covered flow condition, it is extremely hard to give proper estimation of MSD. In the current study, a set of flume experiments were completed to investigate local scour around four pairs of circular bridge piers with nonuniform bed materials under open channel, smooth and rough ice cover conditions. Three different bed materials with median particle size of 0.47, 0.50, and 0.58 mm were used to simulate natural river conditions. Regardless of pier size, the maximum scour depths were observed in front of the piers under all flow conditions. Additionally, a smaller pier size and a larger space between piers yield a smaller scour depth. Results showed that the maximum scour depth decreases with increase in the grain size of armor layer. The distribution of vertical velocity shows that the strength of downfall velocity is the greatest under rough ice cover. Empirical equations were developed to estimate the maximum scour depth around side-by-side bridge piers under both open-channel and ice-covered flow conditions.
Book Synopsis Current Practice in Fluvial Geomorphology by : Krishna Gopal Ghosh
Download or read book Current Practice in Fluvial Geomorphology written by Krishna Gopal Ghosh and published by BoD – Books on Demand. This book was released on 2020-01-08 with total page 120 pages. Available in PDF, EPUB and Kindle. Book excerpt: Amid increasing interactions with other disciplines and technical advances for detecting, monitoring, and modeling fluvial landscape origin, dynamics, and diversity, a number of scientific works have come out and nested in globally recognized edited books. This book is an attempt in this regard, where a few precise regular research works from diverse disciplinary expertise from around the globe are compiled as chapters. In this collective effort, the application of geoinformatics, field data on natural rivers, instrumentation, use of analytic tools, scientific techniques, numerical models, case studies, illustrations, etc. in understanding formative processes and appraising fluvial landscapes will hopefully provide insight into the current practice of fluvial geomorphology and may guide fruitful and coherent scientific enquiry into the field.
Book Synopsis Experimental and Numerical Study of Local Scour Around Side-by-side Bridge Piers Under Ice-covered Conditions by : Mohammad Reza Namaee
Download or read book Experimental and Numerical Study of Local Scour Around Side-by-side Bridge Piers Under Ice-covered Conditions written by Mohammad Reza Namaee and published by . This book was released on 2019 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Local scour around piers and abutments is one of the main causes of the collapse of many bridges constructed inside rivers. Many researchers have conducted various studies to predict the maximum depth of a scour hole around bridge piers and abutments. However, most of them have been done in small-scale laboratory flumes and specifically for the open channel condition. Besides, most of the existing research on bridge piers uses uniform sediment which is not an appropriate representative of natural river systems. This can result in excessively conservative design values for scour in low risk or non-critical hydrologic conditions. The most severe cases of bridge pier scouring occur in cold regions when the surface of water turns into ice in which, an additional boundary layer is being added to the water surface, which leads to significant changes in the flow field and scour pattern around bridge piers. Ice cover also causes the maximum flow velocity to move closer to the channel bed.
Book Synopsis Estuaries and Coastal Zones in Times of Global Change by : Kim Dan Nguyen
Download or read book Estuaries and Coastal Zones in Times of Global Change written by Kim Dan Nguyen and published by Springer Nature. This book was released on 2020-02-28 with total page 843 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book is a collection of extended papers based on presentations given during the ICEC 2018 conference, held in Caen, France, in August 2018. It explores both the limitations and advantages of current models, and highlights the latest developments concerning new numerical schemes, high-performance computing, multi-physics and multi-scale methods, and better interaction with field or scale model data. Accordingly, it addresses the interests of practitioners, stakeholders, researchers, and engineers active in this field.
Book Synopsis The Impact of Ice Cover and Sediment Nonuniformity on Erosion Around Hydraulic Structures by : Peng Wu
Download or read book The Impact of Ice Cover and Sediment Nonuniformity on Erosion Around Hydraulic Structures written by Peng Wu and published by . This book was released on 2015 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Based on two case studies, the impact of ice cover on local scour around bridge piers is presented in this chapter. Bed material with different grain sizes is used and ice covers with different roughness is used to study the scour characteristics. The impact of nonuniformity of sediment is also investigated. Results show that with the increase in densimetric Froude number, there is a corresponding increase in the dimensionless scour depth. For nonuniform sediment, due to the formation of an armor layer, less maximum scour depth was noted around bridge foundation structures compared to uniformly distributed sediment. The increase in ice cover roughness results in a larger scour depth and geometry. The results indicate that it is imperative to pay attention to the impact of ice cover on the scour around hydraulic structures.
Book Synopsis Effects of Debris on Bridge Pier Scour by : Peter Frederick Lagasse
Download or read book Effects of Debris on Bridge Pier Scour written by Peter Frederick Lagasse and published by Transportation Research Board. This book was released on 2010 with total page 177 pages. Available in PDF, EPUB and Kindle. Book excerpt: TRB's National Cooperative Highway Research Program (NCHRP) Report 653: Effects of Debris on Bridge Pier Scour explores guidelines to help estimate the quantity of accumulated, flow event debris, based on the density and type of woody vegetation and river bank condition upstream and analytical procedures to quantify the effects of resulting debris-induced scour on bridge piers. The debris photographic archive, the survey questionnaire and list of respondents, and the report on the field pilot study related to development of NCHRP 653 was published as NCHRP Web-Only Document 148: Debris Photographic Archive and Supplemental Materials for NCHRP Report 653.
Book Synopsis Scouring Around a Cylindrical Bridge Pier Under Partially Ice-covered Flow Condition by : Adrian Munteanu
Download or read book Scouring Around a Cylindrical Bridge Pier Under Partially Ice-covered Flow Condition written by Adrian Munteanu and published by . This book was released on 2004 with total page 532 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis An Experimental Study of Ice Effects on Scour at Bridge Piers by : Decker Bradley Hains
Download or read book An Experimental Study of Ice Effects on Scour at Bridge Piers written by Decker Bradley Hains and published by . This book was released on 2004 with total page 754 pages. Available in PDF, EPUB and Kindle. Book excerpt: The results confirmed various field observations and demonstrated that the pressure flow condition and cover roughness influence the scour mechanisms, specifically, the type and depth of scour. The pressure flow condition shifts the location of the maximum velocity toward the smoother boundary and accelerates the rate of scour. At the same average velocity, the flow has a greater maximum velocity under a rough cover when compared to a smooth cover. Furthermore, these effects combine to influence the scour at bridge piers. For a rough cover and pressurized flow, typical of ice frozen to bridge piers, the maximum velocity in the flow shifts toward the bed, which is the smoother boundary. This results in live-bed scour with greater maximum depths of scour than under clear-water conditions at the same relative velocity.
Book Synopsis Influence of Ice-cover on Local Scour at Circular Bridge Piers by :
Download or read book Influence of Ice-cover on Local Scour at Circular Bridge Piers written by and published by . This book was released on 2000 with total page 46 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Streambed Stresses and Flow Around Bridge Piers by :
Download or read book Streambed Stresses and Flow Around Bridge Piers written by and published by . This book was released on 1996 with total page 136 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Effects of Sediment Transport on Hydraulic Structures by : Vlassios Hrissanthou
Download or read book Effects of Sediment Transport on Hydraulic Structures written by Vlassios Hrissanthou and published by BoD – Books on Demand. This book was released on 2015-12-09 with total page 126 pages. Available in PDF, EPUB and Kindle. Book excerpt: Sediment transport is a significant part of the scientific area of river hydraulics. Therefore, the first section of the present book presents effects of sediment transport on hydraulic structures, that concern alluvial channel hydraulics. The second section refers to a serious consequence of river sediment transport, namely reservoir sedimentation. Sediment transported in a river originates from the corresponding basin, that is eroded by rainfall water. Hence, the quantification of soil erosion is also addressed in the second section. While soil erosion is the original physical process that causes reservoir sedimentation, the latter process may increase coastal erosion in case that the river feeding the reservoir, discharges its water into the sea. So, the effect of reservoir sedimentation on coastal erosion is further treated in the second section. Finally, the third section of the book is dedicated to the phenomenon of local scour around bridge piers, in particular the conditions of ice cover.
Book Synopsis Reconstruction of Pleistocene Ice-dammed Lake Outburst Floods in the Altai Mountains, Siberia by : Jürgen Herget
Download or read book Reconstruction of Pleistocene Ice-dammed Lake Outburst Floods in the Altai Mountains, Siberia written by Jürgen Herget and published by Geological Society of America. This book was released on 2005-01-01 with total page 128 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Scour and Erosion written by John Harris and published by CRC Press. This book was released on 2016-10-14 with total page 1154 pages. Available in PDF, EPUB and Kindle. Book excerpt: Scour and Erosion includes four keynote lectures from world leading researchers cutting across the themes of scour and erosion, together with 132 peer-reviewed papers from 34 countries, covering the principal themes of: - internal erosion - sediment transport - grain scale to continuum scale - advanced numerical modelling of scour and erosion - terrestrial scour and erosion- river and estuarine erosion including scour around structures, and - management of scour/erosion and sediment, including hazard management and sedimentation in dams and reservoirs. Scour and Erosion is ideal for researchers and industry working at the forefront of scour and erosion, and has applications in both the freshwater and marine environments.
Book Synopsis Physical Modeling of Local Scour Around Complex Bridge Piers by : Seung Oh Lee
Download or read book Physical Modeling of Local Scour Around Complex Bridge Piers written by Seung Oh Lee and published by . This book was released on 2006 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Local scour around bridge foundations has been recognized as one of the main causes of bridge failures. The objective of this study is to investigate the relationships among field, laboratory, and numerical data for the purpose of improving scour prediction methods for complex bridge piers. In this study, three field sites in Georgia were selected for continuous monitoring and associated laboratory models were fabricated with physical scale ratios that modeled the full river and bridge cross sections to consider the effect of river bathymetry and bridge geometry. Three different sizes of sediment and several geometric scales of the bridge pier models were used in this study to investigate the scaling effect of relative sediment size, which is defined as the ratio of the pier width to the median sediment size. The velocity field for each bridge model was measured by the acoustic Doppler velocimeter (ADV) to explain the complicated hydrodynamics of the flow field around bridge piers as guided by the results from a numerical model. In each physical model with river bathymetry, the comparison between the results of laboratory experiments and the measurements of prototype bridge pier scour showed good agreement for the maximum pier scour depth at the nose of the pier as well as for the velocity distribution upstream of each bridge pier bent. Accepted scour prediction formulae were evaluated by comparison with extensive laboratory and field data. The effect of relative sediment size on the local pier scour depth was examined and a modified relationship between the local pier scour depth and the relative sediment size was presented. A useful methodology for designing physical models was developed to reproduce and predict local scour depth around complex piers considering Froude number similarity, flow intensity, and relative sediment size.
Book Synopsis Localized Scour at Bridge Piers on Graded Particle Streambeds by : Howard D. Copp
Download or read book Localized Scour at Bridge Piers on Graded Particle Streambeds written by Howard D. Copp and published by . This book was released on 1991 with total page 50 pages. Available in PDF, EPUB and Kindle. Book excerpt: This document reports on results of research to develop a method for estimating depth of local scour at bridge piers that would provide an improved estimate from current methodology, i.e., one (or more) based on sand bed streams.
