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A Temperature Based Novel Monitoring System for Scour and Deposition at Bridge Piers

CITE Title : A Temperature Based Novel Monitoring System for Scour and Deposition at Bridge Piers Creator(s) : Carpenter, Aston M.;Tonina, Daniele;Luce, Charles H.; Corporate Creator(s) : University of Idaho. Center for Ecohydraulics Corporate Contributor(s) : Idaho. Transportation Department. Research Program;United States. Department of Transportation. Federal Highway Administration; Published Date : 2017-05-01 Report Number : FHWA-ID-17-243 URL : /view/dot/63581 "A Temperature Based Novel" (2017). "A Temperature Based Novel Monitoring System for Scour and Deposition at Bridge Piers" (2017) "A Temperature Based Novel Monitoring System for Scour and Deposition at Bridge Piers" , 2017 Export RIS Citation Information.

:

Carpenter, Aston M. ;

Tonina, Daniele

2017-05-01

:

Stream flows around a bridge pier can be fast and highly turbulent causing large shear stresses that may mobilize streambed sediment resulting in scou...
Evaluation of SRICOS Method on Cohesive Soils in South Dakota

CITE Title : Evaluation of SRICOS Method on Cohesive Soils in South Dakota Creator(s) : Ting, Francis C.K.;Jones, Allen L;Larsen, Ryan J; Corporate Creator(s) : South Dakota State University. Department of Civil and Environmental Engineering Corporate Contributor(s) : South Dakota. Dept. of Transportation. Office of Research;United States. Department of Transportation. Federal Highway Administration; Published Date : 2008-11-15 Report Number : SD2006-08-F URL : /view/dot/64186 "Evaluation of SRICOS Method" (2008). "Evaluation of SRICOS Method on Cohesive Soils in South Dakota" (2008) "Evaluation of SRICOS Method on Cohesive Soils in South Dakota" , 2008 Export RIS Citation Information.

:

Ting, Francis C.K. ;

Jones, Allen L

2008-11-15

:

The SRICOS (Scour Rates In COhesive Soil) method had been proposed as an alternative design methodology for predicting scour at bridges founded in coh...
Improved Calculation of Scour Potential in Cohesive Soils and Scour-susceptible Rock

CITE Title : Improved Calculation of Scour Potential in Cohesive Soils and Scour-susceptible Rock Creator(s) : Liu, Zhen Leo;Sheefa, Darud E;Vitton, Stanley;Barkdoll, Brian; Corporate Creator(s) : Michigan Technological University Corporate Contributor(s) : Michigan Department of Transportation (MDOT);Michigan. Dept. of Transportation. Office of Research Administration; Published Date : 2020-02-01 Report Number : SPR-1688 URL : /view/dot/59209 "Improved Calculation of Scour" (2020). "Improved Calculation of Scour Potential in Cohesive Soils and Scour-susceptible Rock" (2020) "Improved Calculation of Scour Potential in Cohesive Soils and Scour-susceptible Rock" , 2020 Export RIS Citation Information.

:

Liu, Zhen Leo ;

Sheefa, Darud E

2020-02-01

:

This report summarizes the work on the improved calculation of scour potential in cohesive soils and scour-susceptible rock. A state of the practice s...
Allowable Limit Contraction and Abutment Scour at Bridges: Technical Report

CITE Title : Allowable Limit Contraction and Abutment Scour at Bridges: Technical Report Creator(s) : Briaud, Jean-Louis;Chedid, Mabel; Corporate Creator(s) : Texas A&M Transportation Institute Corporate Contributor(s) : Texas. Dept. of Transportation. Research and Technology Implementation Office;United States. Department of Transportation. Federal Highway Administration; Published Date : 2019-05-01 Report Number : FHWA/TX-18/0-6935-R1 URL : /view/dot/43793 "Allowable Limit Contraction and" (2019). "Allowable Limit Contraction and Abutment Scour at Bridges: Technical Report" (2019) "Allowable Limit Contraction and Abutment Scour at Bridges: Technical Report" , 2019 Export RIS Citation Information.

:

Briaud, Jean-Louis ;

Chedid, Mabel

2019-05-01

:

Scour at bridges is the leading cause of bridge failures. While research efforts mostly focus on the prediction of the scour depth at bridge supports,...
A Temperature-Based Monitoring System for Scour and Deposition at Bridge Piers

CITE Title : A Temperature-Based Monitoring System for Scour and Deposition at Bridge Piers Creator(s) : Carpenter, Aston M.;Tonina, Daniele;Luce, Charles H.; Corporate Creator(s) : University of Idaho Corporate Contributor(s) : Idaho. Transportation Dept. Research Program;United States. Federal Highway Administration; Published Date : 2017-05-01 Report Number : FHWA-ID-17-243;RP243; URL : /view/dot/34945 "A Temperature-Based Monitoring System" (2017). "A Temperature-Based Monitoring System for Scour and Deposition at Bridge Piers" (2017) "A Temperature-Based Monitoring System for Scour and Deposition at Bridge Piers" , 2017 Export RIS Citation Information.

:

Carpenter, Aston M. ;

Tonina, Daniele

2017-05-01

:

Stream flows around a bridge pier can be fast and highly turbulent causing large shear stresses that may mobilize streambed sediment resulting in scou...
Long-Term Bed Degradation in Maryland Streams (Phase IV) : Western Shore of the Coastal Plain Province

CITE Title : Long-Term Bed Degradation in Maryland Streams (Phase IV) : Western Shore of the Coastal Plain Province Creator(s) : Parola, Arthur C.;Oberholtzer, Ward L.;Altland, Drew; Corporate Creator(s) : RK&K Corporate Contributor(s) : Maryland. State Highway Administration. Office of Policy & Research Published Date : 2018-07-01 Report Number : MD-18-SP609B4H URL : /view/dot/36692 "Long-Term Bed Degradation in" (2018). "Long-Term Bed Degradation in Maryland Streams (Phase IV) : Western Shore of the Coastal Plain Province" (2018) "Long-Term Bed Degradation in Maryland Streams (Phase IV) : Western Shore of the Coastal Plain Province" , 2018 Export RIS Citation Information.

:

Parola, Arthur C. ;

Oberholtzer, Ward L.

2018-07-01

:

Estimation of potential long-term down-cutting of the stream bed is necessary for evaluation and design of bridges for scour and culverts for fish pas...
Remote sensing for bridge scour projects : final report, July 31, 2009.

CITE Title : Remote sensing for bridge scour projects : final report, July 31, 2009. Creator(s) : Hawrylak, Peter J.;Mickle, Marlin H.;McCane, Kirsten; Corporate Creator(s) : University of Pittsburgh Corporate Contributor(s) : Pennsylvania. Dept. of Transportation. Bureau of Planning and Research;United States. Federal Highway Administration; Published Date : 2009-07-31 Report Number : FHWA-PA-2009-012-PIT018 URL : /view/dot/17620 "Remote sensing for bridge" (2009). "Remote sensing for bridge scour projects : final report, July 31, 2009." (2009) "Remote sensing for bridge scour projects : final report, July 31, 2009." , 2009 Export RIS Citation Information.

:

Hawrylak, Peter J. ;

Mickle, Marlin H.

2009-07-31

:

large percentage of bridges within the state of Pennsylvania are located over waterways. For such bridges, much of the supporting structure is positio...
A critical evaluation of bridge scour for Michigan specific conditions

CITE Title : A critical evaluation of bridge scour for Michigan specific conditions Creator(s) : Carpenter, Donald D.;Miller, Carol;Calappi, Timothy;Hettiarachchi, Hiroshan;McClerren, Matthew; Corporate Creator(s) : Michigan. Dept. of Transportation. Office of Research & Best Practice;Lawrence Technological University. Department of Civil Engineering;Wayne State University. Dept. of Civil Engineering; Published Date : 2011-02-01 Report Number : RC-1547 URL : /view/dot/18639 "A critical evaluation of" (2011). "A critical evaluation of bridge scour for Michigan specific conditions" (2011) "A critical evaluation of bridge scour for Michigan specific conditions" , 2011 Export RIS Citation Information.

:

Carpenter, Donald D. ;

Miller, Carol

2011-02-01

:

The overall goal of this research was to improve MDOTs bridge scour prediction capability. Inan effort to achieve this goal, the research team evaluat...
Effects of Gradation and Cohesion on Bridge Scour : Volume 4 : Experimental Study of Scour Around Circular Piers in Cohesive Soils

CITE Title : Effects of Gradation and Cohesion on Bridge Scour : Volume 4 : Experimental Study of Scour Around Circular Piers in Cohesive Soils Creator(s) : Molinas, Albert;Hosni, Magdy M.; Corporate Creator(s) : Colorado State University. Engineering Research Center Corporate Contributor(s) : United States. Department of Transportation. Federal Highway Administration. Turner-Fairbank Highway Research Center;United States. Department of Transportation. Federal Highway Administration. Office of Research, Development, and Technology; Published Date : 1999-12-01 Report Number : FHWA-RD-99-186, NCP 3D3C1-582 URL : /view/dot/35817 "Effects of Gradation and" (1999). "Effects of Gradation and Cohesion on Bridge Scour : Volume 4 : Experimental Study of Scour Around Circular Piers in Cohesive Soils" (1999) "Effects of Gradation and Cohesion on Bridge Scour : Volume 4 : Experimental Study of Scour Around Circular Piers in Cohesive Soils" , 1999 Export RIS Citation Information.

:

Molinas, Albert ;

Hosni, Magdy M.

1999-12-01

:

The effects of cohesion on pier scour was investigated experimentally using four-foot-wide, eight-foot-wide, and twenty-foot-wide test flumes at the E...