Modeling Floating Objects at River Structures
More than half of the commercially navigable waterways in the United States are adversely impacted at some time by ice and debris conditions that hinder operation and delay navigation. This paper describes a method of combining a depth-averaged two-dimensional flow model and a discrete element model...
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Published in | Journal of hydraulic engineering (New York, N.Y.) Vol. 135; no. 5; pp. 403 - 414 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Reston, VA
American Society of Civil Engineers
01.05.2009
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Abstract | More than half of the commercially navigable waterways in the United States are adversely impacted at some time by ice and debris conditions that hinder operation and delay navigation. This paper describes a method of combining a depth-averaged two-dimensional flow model and a discrete element model customized to simulate floating objects such as ice and debris. The flow model is the shallow-water equation module of the adaptive hydraulics system. The discrete element model (DEM) is based on a method that has been used to simulate river ice and debris accumulations and vessels such as barges. The modeling system provides designers of hydraulic structures, bridges, and ice control structures, a physically based method to evaluate design alternatives in dealing with problems due to the presence of floating objects. Descriptions of the flow model and the DEM are presented, and then numerical applications are provided, demonstrating the modeling of debris passage at the Harlan Diversion Tunnel and the evaluation of navigation conditions attributed to the guard wall at the Greenup Locks and Dam. |
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AbstractList | More than half of the commercially navigable waterways in the United States are adversely impacted at some time by ice and debris conditions that hinder operation and delay navigation. This paper describes a method of combining a depth-averaged two-dimensional flow model and a discrete element model customized to simulate floating objects such as ice and debris. The flow model is the shallow-water equation module of the adaptive hydraulics system. The discrete element model (DEM) is based on a method that has been used to simulate river ice and debris accumulations and vessels such as barges. The modeling system provides designers of hydraulic structures, bridges, and ice control structures, a physically based method to evaluate design alternatives in dealing with problems due to the presence of floating objects. Descriptions of the flow model and the DEM are presented, and then numerical applications are provided, demonstrating the modeling of debris passage at the Harlan Diversion Tunnel and the evaluation of navigation conditions attributed to the guard wall at the Greenup Locks and Dam. |
Author | Daly, Steven F Stockstill, Richard L Hopkins, Mark A |
Author_xml | – sequence: 1 givenname: Richard L surname: Stockstill fullname: Stockstill, Richard L organization: U.S. Army Engineer Research and Development Center , , Coastal and Hydraulics Lab., 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199 (corresponding author). E-mail – sequence: 2 givenname: Steven F surname: Daly fullname: Daly, Steven F organization: U.S. Army Engineering Research and Development Center , , Cold Regions Research and Engineering Lab., 72 Lyme Rd., Hanover, NH 03755-1290 – sequence: 3 givenname: Mark A surname: Hopkins fullname: Hopkins, Mark A organization: U.S. Army Engineer Research and Development Center , , Cold Regions Research and Engineering Lab., 72 Lyme Rd., Hanover, NH 03755-1290 |
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Cites_doi | 10.1002/esp.426 10.1029/1999JC900127 10.1016/0734-189X(86)90002-2 10.1061/(ASCE)0887-381X(2002)16:3(138) 10.1061/(ASCE)0733-9429(2006)132:8(854) 10.1061/(ASCE)0887-381X(2004)18:3(89) 10.1061/(ASCE)0887-381X(1998)12:2(33) 10.1061/(ASCE)0733-9429(1995)121:10(710) 10.1061/(ASCE)0887-381X(1997)11:3(198) 10.21236/ADA636569 10.1080/00268977700101761 10.21236/ADA425880 10.21236/ADA212878 |
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Keywords | Finite elements Computer simulation Floating structure Hydrodynamics Discrete element method Rivers Shallow water Modeling Floating structures Color image Numerical simulation Mathematical models Mathematical model Floating body |
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SubjectTerms | Applied sciences Buildings. Public works Computation methods. Tables. Charts Exact sciences and technology Hydraulic constructions River flow control. Flood control Structural analysis. Stresses TECHNICAL PAPERS |
Title | Modeling Floating Objects at River Structures |
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