Academic literature on the topic 'Hydrodynamics and hydraulic engineering'

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Journal articles on the topic "Hydrodynamics and hydraulic engineering"

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Evdokimov, Sergey V., and Alla A. Orlova. "Ensuring reliable operation of the hydraulic unit through the laws of contact hydrodynamics." Urban construction and architecture 12, no. 2 (2022): 29–33. http://dx.doi.org/10.17673/10.17673/vestnik.2022.02.05.

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The article discusses the basic laws of contact hydrodynamics, which studies complex phenomena occurring in the lubricating layer separating the elastically deformable surfaces of various parts, and thus solves the complex problem of hydrodynamics, elasticity theory, thermodynamics, rheology of lubricants and materials science. For a long time, contact hydrodynamics was considered a secondary direction in hydraulic engineering, however, the main aspects of contact hydrodynamics allow determining the thickness of the lubricating layer in the elastic metal-plastic segments of the hydraulic unit
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Han, Hui Xian, Xiong Hua Guo, and Xian Li Cao. "Design and Analysis for Hydraulic Travel System of Container Stacker." Advanced Materials Research 168-170 (December 2010): 230–34. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.230.

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Work conditions and requirements of a container stacker are analyzed. Aiming at the disadvantages of hydrodynamic travel system of stacker, a design method for hydraulic chassis of a stacker is presented. With a practical example, its operation performances under the work conditions of stable travel in low-speed are analyzed. New method to design its travel drive system is presented, it contains the hydraulic system design and component selection. It is considered that the manufacture cost for special hydraulic chassis of a stacker is equal to or lower than that of a hydrodynamics chassis, so
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Persson, J., N. L. G. Somes, and T. H. F. Wong. "Hydraulics Efficiency of Constructed Wetlands and Ponds." Water Science and Technology 40, no. 3 (1999): 291–300. http://dx.doi.org/10.2166/wst.1999.0174.

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Constructed ponds and wetlands are widely used in urban design to serve a number of functions including stormwater management. The design of constructed wetlands for stormwater management involves a number of multi-disciplinary inputs. Fundamental to their sustainable operation are the proper control of the hydrologic regime of the wetland and optimal flow hydrodynamics within the wetland. Many ofthe problems encountered in constructed wetlands can be minimised or avoided by good engineering design principles. Poor wetland hydrodynamics are often identified as a major contributor to wetland ma
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Wang, Haifei, Shimin Yang, and Tan Lu. "Performance-Matching Optimization Design of Loader-Hydraulic System Based on Hydrodynamics Analysis." Processes 10, no. 8 (2022): 1524. http://dx.doi.org/10.3390/pr10081524.

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The study of the performance of dynamic hydraulic throttling under the condition of stable fluid is of great significance. The effect of a step change in pressure differences on the throttling performance of a hydraulic valve is studied. This paper studies the dynamic and static performance of a hydraulic-valve-outlet throttling-speed regulation system, builds a more accurate mathematical model, considers the linear factors of the flow of hydraulic-valve throttling, analyzes the influence of the step-load change in pressure difference on the stability of the hydraulic-valve movement speed, and
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Tang, Zhi Yin, Gang Wu, Jun Yong Lu, Yan Fei Li, and Xiang Li. "Application of Variable Damping Hydraulic Buffer in Braking Large Mass Impact Loading Problem." Applied Mechanics and Materials 716-717 (December 2014): 619–22. http://dx.doi.org/10.4028/www.scientific.net/amm.716-717.619.

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Aimed at braking large mass impact loading problem, a mathematical model of the multi-orifice hydraulic buffer has been established, with the use of hydrodynamics theory, hydraulic theory and engineering structural mechanics theory. Damping characteristic curves under different operating conditions have been analyzed. The problem that traditional hydraulic buffer damping characteristics could not match to different mass impact loading well has been found. By analyzing the influence of buffer cylinder structural parameters on buffer damping characteristics, a variable damping buffer has been pr
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Passos, Ricardo Gomes, Marcos von Sperling, and Thiago Bressani Ribeiro. "Hydrodynamic evaluation of a full-scale facultative pond by computational fluid dynamics (CFD) and field measurements." Water Science and Technology 70, no. 3 (2014): 569–75. http://dx.doi.org/10.2166/wst.2014.265.

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Knowledge of the hydraulic behaviour is very important in the characterization of a stabilization pond, since pond hydrodynamics plays a fundamental role in treatment efficiency. An advanced hydrodynamics characterization may be achieved by carrying out measurements with tracers, dyes and drogues or using mathematical simulation employing computational fluid dynamics (CFD). The current study involved experimental determinations and mathematical simulations of a full-scale facultative pond in Brazil. A 3D CFD model showed major flow lines, degree of dispersion, dead zones and short circuit regi
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LÓPEZ, DAVID. "Smoothed particle hydrodynamics model applied to hydraulic structures: a hydraulic jump test case." Journal of Hydraulic Research 48, extra (2009): 000. http://dx.doi.org/10.3826/jhr.2010.0015.

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López, David, Roberto Marivela, and Luis Garrote. "Smoothed particle hydrodynamics model applied to hydraulic structures: a hydraulic jump test case." Journal of Hydraulic Research 48, sup1 (2010): 142–58. http://dx.doi.org/10.1080/00221686.2010.9641255.

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Zhu, Di, Ruofu Xiao, Ran Tao, and Weichao Liu. "Impact of guide vane opening angle on the flow stability in a pump-turbine in pump mode." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 231, no. 13 (2016): 2484–92. http://dx.doi.org/10.1177/0954406216635204.

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In the pump mode (storage mode) of a pump-turbine, unstable head variations occur as the flow rate decreases, leading to unstable, unsafe operation. Thus, the hydrodynamics of pump-turbines in the unstable operating range should be investigated to improve their designs. This study presents experimental and numerical studies of the hydrodynamics. The experiments investigated the external characteristics with the head instabilities captured by both the model tests and the computational fluid dynamics simulations. The computational fluid dynamics model used detached eddy simulations to study the
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Fadl-Elmola, Salman A. M., Cristian Moisescu Ciocan, and Ioana Popescu. "Application of Smooth Particle Hydrodynamics to Particular Flow Cases Solved by Saint-Venant Equations." Water 13, no. 12 (2021): 1671. http://dx.doi.org/10.3390/w13121671.

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Smoothed particle hydrodynamics (SPH) is a Lagrangian mesh free particle method which has been developed and widely applied to different areas in engineering. Recently, the SPH method has also been used to solve the shallow water equations, resulting in (SPH-SWEs) formulations. With the significant developments made, SPH-SWEs provide an accurate computational tool for solving problems of wave propagation, flood inundation, and wet-dry interfaces. Capabilities of the SPH method to solve Saint-Venant equations have been tested using a SPH-SWE code to simulate different hydraulic test cases. Resu
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Dissertations / Theses on the topic "Hydrodynamics and hydraulic engineering"

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Mulahasan, Saad. "Hydrodynamics of large-scale roughness in open channels." Thesis, Cardiff University, 2016. http://orca.cf.ac.uk/95099/.

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This thesis investigates the hydrodynamics of flow around/and or above an obstacle(s) placed in a fully turbulent developed flow such as flow around lateral bridge constriction, flow over bridge deck and flow over square ribs that are characterized with free surface flow. Also this thesis examines the flow around one-line circular cylinders placed at centre in a single open channel and floodplain edge in a compound, open channel. *Hydrodynamics studies of compound channels with vegetated floodplain have been carried out by a number studies of authors in the last three decades. To enrich our un
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Tatlock, Benjamin. "A hybrid finite-volume finite-difference rotational Boussinesq-type model of surf-zone hydrodynamics." Thesis, University of Nottingham, 2015. http://eprints.nottingham.ac.uk/30443/.

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An investigation into the numerical and physical behaviour of a hybrid finite-volume finite-difference Boussinesq-type model, using a rotational surface roller approach in the surf-zone is presented. The relevant theory for the required development of a numerical model implementing this technique is outlined. The proposed method looks to achieve a more physically realistic description of the hydrodynamics by considering the rotational nature of the highly turbulent flow found during wave breaking. This involves a semi-analytical solution to the vorticity transport equation and provides a mecha
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Friedrichs, Carl T. "Hydrodynamics and morphodynamics of shallow tidal channels and intertidal flates /." Woods Hole, Mass. : Woods Hole Oceanographic Institution, 1993. http://hdl.handle.net/1912/1176.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, 1993.<br>"Doctoral dissertation." "February 1993." At head of title: Woods Hole Oceanographic Institution, Massachusetts Institute of Technology. Includes bibliographical references (p. 205-214).
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Thein, Myint. "Experimental investigation of flow resistance and velocity distributions in a rectangular channel with large bed-roughness elements." Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/19580.

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Lu, Zhihua. "Stochastic modelling of unsteady open channel flow and reliability analysis /." View abstract or full-text, 2008. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202008%20LU.

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Amini, Sina. "Hydrodynamics and Salinity of Pontchartrain Estuary During Hurricanes." ScholarWorks@UNO, 2014. http://scholarworks.uno.edu/td/1845.

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A hurricane is a combination of sustained winds, low atmospheric pressures and precipitation. Over the past decades, Louisiana has experienced several devastating hurricanes. The east bank of the City of New Orleans is bounded by Lake Pontchartrain to the North and the Mississippi River to the South. Lake Pontchartrain is a brackish system connected to the Gulf of Mexico through Lake Borgne to the East. As a Hurricane enters the Estuary from the Gulf of Mexico, it imposes a sustained surge of a few meters which may lead to flooding in areas which are not protected by levees. These flood water
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Khodier, Mohanad A. "Weir-Baffled Culvert Hydrodynamics Evaluation for Fish Passage Using Particle Image Velocimetry and Computational Fluid Dynamic Techniques." DigitalCommons@USU, 2014. https://digitalcommons.usu.edu/etd/3078.

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Due to a recent increase in environmental awareness regarding fish passage through hydraulic constructions including culverts, an evaluation for the passage of wild brown trout through a weir-baffled prototype-scale culvert was performed under a variety of culvert slopes and discharge conditions. The influence of the sample fish population and the length of the individual fish on passage rates were investigated; the data showed that the brown trout fish passage sample size evaluated in this study (25 per test) was sufficiently large to minimize sample size dependency. Fish behavior while trave
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Yeow, Kervin. "Three dimensional scour along offshore pipelines." University of Western Australia. School of Civil and Resource Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2008.0008.

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Three-dimensional scour propagation along offshore pipelines is a major reason to pipeline failures in an offshore environment. Although the research on scour in both numerical and experimental aspect has been extensive over the last three decades, the focus of the investigation has been limited to the two-dimensional aspect. The knowledge on three-dimensional scour is still limited. This dissertation presents the results of an experimental investigation on threedimensional scour along offshore pipelines in (1) steady currents (2) waves only and (3) combined waves and current. The major emphas
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Venugopal, Vengatesan. "Hydrodynamic force coefficients for rectangular cylinders in waves and currents." Thesis, University of Glasgow, 2002. http://theses.gla.ac.uk/6351/.

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The research into hydrodynamic loading on ocean structures is concentrated mostly on circular cross section members and relatively limited work has been carried out on wave loading on rectangular sections, particularly in waves and currents. This research work is therefore carried out focussing on the evaluation of hydrodynamic force coefficients for sharp edged rectangular cylinders of various cross-sections (aspect ratios), subjected to waves and currents. Three cylinders with three different cross-sections are constructed and tested vertically, as surface piercing and horizontally, as fully
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Cooper, Alison Jane. "The effects of rotation and wall compliance on hydrodynamic stability." Thesis, University of Warwick, 1996. http://wrap.warwick.ac.uk/109582/.

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The effects of system rotation and passive wall compliance on hydrodynamic stability is investigated. Rotating channel flow is studied where a Coriolis force instability mechanism produces streamwise rolls at modest Reynolds numbers and rotation rates. The linear stability of mean flow states consisting of a combination of plane Poiseuille and Couette flows is considered using spectral Chebyshev collocation with a staggered grid. A Newton algorithm is implemented in three-dimensional parameter space to calculate minimum points of the neutral surfaces. Weakly nonlinear behaviour of the rolls is
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Books on the topic "Hydrodynamics and hydraulic engineering"

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Hydrosoft 92 (1992 Valencia, Spain). Hydraulic engineering software IV. Edited by Blain W. R. 1952-, Cabrera E, Wessex Institute of Technology, and Universidad Politécnica de Valencia. Computational Mechanics Publications, 1992.

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Entropy theory in hydraulic engineering: An introduction. American Society of Civil Engineers, 2014.

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Users guide to physical modelling and experimentation: Experience of the HYDRALAB network. CRC Press/Balkema, 2011.

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Idelʹchik, I. E. Handbook of hydraulic resistance. 4th ed. Edited by Ginevskiĭ A. S. Begell House, 2008.

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Chanson, Hubert. The hydraulics of open channel flow: An introduction ; basic principles, sediment motion, hydraulic modelling, design of hydraulic structures. 2nd ed. Elsevier Butterworth Heinemann, 2004.

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Ocean engineering mechanics: With applications. Cambridge University Press, 2009.

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The hydraulics of open channel flow: An introduction ; basic principles, sediment motion, hydraulic modelling, design of hydraulic structures. Arnold, 1999.

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Hydrosoft 2002 (2002 Montreal, Canada). Hydraulic information management. WIT Press, 2002.

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Schulz, Andreas. Zur Näherungsberechnung des Abflusses in naturnah gestalteten Fliessgewässern. Institut für Wasserbau und Wasserwirtschaft der Technischen Universität Berlin, 1987.

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Joanne, Drinan, ed. Water hydraulics. Technomic Publishing, 2001.

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Book chapters on the topic "Hydrodynamics and hydraulic engineering"

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Huang, Wenrui, Xiaohai Liu, and Xinjian Chen. "Hydrodynamic Modeling of Residence Time in Little Manatee River, USA." In Advances in Water Resources and Hydraulic Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_233.

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Zhu, Yuliang, Juan Yang, Jialing Hao, and Hongyan Shen. "Numerical Simulation of Hydrodynamic Characteristics and Water Quality in Yangchenghu Lake." In Advances in Water Resources and Hydraulic Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_125.

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Zhang, Wei, Haifeng Xia, and Bin Wang. "Numerical Calculation of the Impact of Offshore Wind Power Stations on Hydrodynamic Conditions." In Advances in Water Resources and Hydraulic Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_199.

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Wu, Tingfeng, Liancong Luo, Guangbai Cui, and Boqiang Qin. "Study on the Triggering Factors of Algal Bloom in Fuchunjiang Reservoir Based on a Vertically Integrated Hydrodynamic Model." In Advances in Water Resources and Hydraulic Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_116.

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Zhang, Wei, Ling Li, and Xue Dong. "Analysis of Hydrodynamic Characteristics and Estuarine Dynamic Process of the Dongjing River Delta Based on 1-D Numerical Model." In Advances in Water Resources and Hydraulic Engineering. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_200.

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Pochi, Daniele, Roberto Fanigliulo, Renato Grilli, et al. "Design and Assessment of a Test Rig for Hydrodynamic Tests on Hydraulic Fluids." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-39299-4_47.

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Nochnichenko, Ihor, Oleksandr Luhovskyi, Dmytro Kostiuk, and Jakhno Oleg. "Research of the Influence of Hydraulic Orifice Material on the Hydrodynamic Cavitation Processes Accompanied by Luminescence." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-59509-8_26.

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Phuong Dung, Nguyen, Nguyen Thai Binh, and Tran Thi Hoai Phuong. "Assessment of Hydrodynamic Regime and Inundation Mode After Construction of Hydraulic Project in Quang Ngai Province." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-0053-1_39.

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Wright, Kenneth R., Arminda M. Gibaja Oviedo, Gordon F. McEwan, Richard W. Miksad, and Ruth M. Wright. "Hydraulic Engineering." In Incamisana. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784414163.ch05.

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Sherwood, Andrew N., Milorad Nikolic, John W. Humphrey, and John P. Oleson. "Hydraulic engineering." In Greek and Roman Technology. Routledge, 2019. http://dx.doi.org/10.4324/9781315682181-10.

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Conference papers on the topic "Hydrodynamics and hydraulic engineering"

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Vernengo, Giuliano, Yigit Kemal Demirel, Claire De Marco Muscat-Fenech, Stefano Gaggero, and Diego Villa. "Hydrodynamic Interactions of Multiple Surface-Piercing Struts by Smoothed Particles Hydrodynamics." In ASME 2022 41st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/omae2022-81431.

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Abstract The hydrodynamics of surface piercing struts and pile-like structures in general presents some very complex fluid dynamics phenomena that are worth investigating. Among them there are the forward wave pile-up at stagnation, the wave breaking with flow reversal like that observed in Bidone-type hydraulic jumps, flow separation caused by interactions of steep free-surface waves and the turbulent wall boundary layer. Such a type of flow structures plays a key role in several engineering applications, ranging from naval architecture to civil and ocean engineering. The hydrodynamic analysi
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Kang, S., K. P. Hallinan, and R. Kashani. "Electro-Hydrodynamic Pumped Hydraulic Actuation." In ASME 1998 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1998. http://dx.doi.org/10.1115/imece1998-0420.

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Abstract A new type of actuation device has been conceptualized that meets the needs of both large displacement, force and bandwidth within a package more compact than currently available magnetostrictive and stack-type piezo actuators of similar rating. This concept relies on micro-scale electrohydrodynamic (EHD) pumping of a dielectric liquid with a small concentration of free charges. Configured as an actuator, the EHD pump(s) would be used to move fluid between two reservoirs — each having a compliant membrane that interfaces to the world to provide the means to achieve vibration cancellat
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Matousˇek, Va´clav, and Jan Krupicˇka. "Liquid-Solid Flows Above Deposit in Pipe: Prediction of Hydraulic Gradient and Deposit Thickness." In ASME 2009 Fluids Engineering Division Summer Meeting. ASMEDC, 2009. http://dx.doi.org/10.1115/fedsm2009-78125.

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A predictive model for the pressure drop in a slurry flow above a stationary bed was presented at the last Liquid-Solid Flow Symposium in 2007. Since then the model has been further refined and validated using experimental data from the tests performed at the Institute of Hydrodynamics ASCR and from the literature. The new version of the model enables to choose a set of appropriate equations in order to predict the hydraulic gradient (the frictional pressure drop) and the thickness of the stationary bed for pipe flows of various average velocities of slurry and delivered concentrations of soli
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Mavrakos, Spyros A., Georgios M. Katsaounis, and Michalis S. Apostolidis. "Effect of Floaters’ Geometry on the Performance Characteristics of Tightly Moored Wave Energy Converters." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-80133.

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The paper deals with the investigation of the effect that floaters’ hydrodynamics has on the performance characteristics of tightly moored vertical axisymmetric wave energy converters. Several geometries of WEC’s floaters have been examined by assuming that they have constant displacement. Specifically, a cylindrical body with and without vertical and horizontal skirts at its bottom, a cone and a two–body, piston–like arrangement, which consists of an internal cone and an exterior torus, have been investigated and comparatively assessed. The WEC’s first-order hydrodynamic characteristics, i.e.
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Yu, Yi-Hsiang, Nathan Tom, and Dale Jenne. "Numerical Analysis on Hydraulic Power Take-Off for Wave Energy Converter and Power Smoothing Methods." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-78176.

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One of the primary challenges for wave energy converter (WEC) systems is the fluctuating nature of wave resources, which require the WEC components to be designed to handle loads (i.e., torques, forces, and powers) that are many times greater than the average load. This approach requires a much greater power take-off (PTO) capacity than the average power output and indicates a higher cost for the PTO. Moreover, additional design requirements, such as battery storage, are needed, particularly for practical electrical grid connection, and can be a problem for sensitive equipment (e.g., radar, co
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Cao, Zhen, Zan Wu, Jin-yuan Qian, and Bengt Sunden. "Water-Oil Flow in Square Microchannels With a Crossed Junction." In ASME 2018 5th Joint US-European Fluids Engineering Division Summer Meeting. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/fedsm2018-83056.

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In the present study, water-oil flow patterns and slug hydrodynamics were experimentally studied in square glass microchannels with various hydraulic diameters (Dh = 600 μm, 400 μm, 200 μm). The aqueous phase is the continuous phase while the organic phase is the dispersed phase. The ranges of flow rates of the continuous phase and the dispersed phase are 0–200 ml/h and 0–12 ml/h, 0–120 ml/h and 0–6 ml/h, and 0–60 ml/h and 0–2 ml/h in the microchannels with Dh = 600 μm, 400 μm and 200 μm, respectively. The results show that the hydraulic diameter has significant effects on flow patterns and th
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Bokov, P. A., V. S. Baranova, M. S. Kustov, M. A. Antonenkov, A. G. Meluzov, and A. V. Besnosov. "Peculiarities of Hydrodynamics of Lead and Lead-Bismuth Coolant Flows of Reactor Loops." In 18th International Conference on Nuclear Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/icone18-29173.

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Adequate design engineering and maintenance of circuits with fast neutron reactors cooled with lead and lead-bismuth coolants require considering the peculiarities of hydrodynamics of these coolant flows. It is traditionally reputed that the hydrodynamic characteristics of heavy liquid-metal melts are analogous to the characteristics of water and primary sodium, which is practically valid for the conditions of part of the equipment and channels of a reactor circuit. The main peculiarities of heavy liquid-metal coolants compared to water and primary sodium, which affect the flow characteristics
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Gortyshov, Yury F., Igor A. Popov, and Konstantin E. Gulitsky. "Experimental Studies of Hydrodynamics and Heat Transfer in Channels With High-Porous Cellular Materials in Single-Phase Forced Convection and Flow Boiling of Working Fluids." In ASME 1999 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1999. http://dx.doi.org/10.1115/imece1999-1021.

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Abstract In this paper we consider experimental studies of hydraulic resistance, surface heat transfer, internal heat exchange and critical heat fluxes for the flow of single-phase and boiling working fluids in channels with high-porous inserts. Experiments were carried out with more than 40 samples of high-porous cellular materials with the porosity 0.8...0.98 and mean pore diameter 0.62...4 mm and with more than 10 samples of regular porous inserts and porosity ε = 0.512...0.86 and mean pore diameter 1.5...3.5 mm. These samples were made of porcelain, invar, nichrome, bronze and copper.
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Ozar, Basar, Rodney Harvill, Christopher E. Henry, and Deborah A. Norton. "Analysis for Low Pressure Cooling Injection System Suction Hydrodynamics for a Boiling Water Reactor." In 2012 20th International Conference on Nuclear Engineering and the ASME 2012 Power Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/icone20-power2012-55255.

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A study to characterize the steam waterhammer phenomena of a low pressure cooling injection (LPCI) system for a Mark 1 boiling water reactor (BWR) has been performed using RELAP5 and GOTHIC during a transient event. The scenario of particular interest was a manual switchover from shutdown cooling mode 3 to low pressure injection due to a loss of coolant accident (LOCA). This transient was initiated by opening the isolation valves of the two trains on a LPCI system into the torus. The torus was considered to be at atmospheric pressure and 20°C. The initial condition of the problem was set up su
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Zeng, Ming, Audrey Soric, and Nicolas Roche. "Modeling hydrodynamic behavior in fixed bed bioreactors under different hydraulic conditions via Retention Time Distribution." In 2015 2nd International Conference on Machinery, Materials Engineering, Chemical Engineering and Biotechnology. Atlantis Press, 2016. http://dx.doi.org/10.2991/mmeceb-15.2016.144.

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Reports on the topic "Hydrodynamics and hydraulic engineering"

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Narasimhan, T. N. Hydrodynamics of a vertical hydraulic fracture. Office of Scientific and Technical Information (OSTI), 1987. http://dx.doi.org/10.2172/6607801.

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Patel, V. C., L. Landweber, A. T. Chwang, F. Stern, and H. C. Chen. Ship Hydrodynamics Research at Iowa Institute of Hydraulic Research, 1982-1987. Defense Technical Information Center, 1987. http://dx.doi.org/10.21236/ada183715.

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CORPS OF ENGINEERS WASHINGTON DC. Engineering and Design: Responsibility for Hydraulic Steel Structures. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada404088.

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CORPS OF ENGINEERS WASHINGTON DC. Engineering and Design: Hydraulic Design for Coastal Shore Protection Projects. Defense Technical Information Center, 1997. http://dx.doi.org/10.21236/ada404106.

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CORPS OF ENGINEERS WASHINGTON DC. Engineering and Design: Hydraulic Design of Shallow Draft Navigation Projects. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada405170.

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Haehnel, Robert B. Advances in Icing Control at Corps Hydraulic Structures. Ice Engineering. Number 31, November 2001. Defense Technical Information Center, 2001. http://dx.doi.org/10.21236/ada407394.

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Haehnel, Robert B. Evaluation of Coatings for Icing Control at Hydraulic Structures. Ice Engineering. Number 33, January 2002. Defense Technical Information Center, 2002. http://dx.doi.org/10.21236/ada407393.

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Lowe, S. S., W. C. Carlos, J. J. Irwin, et al. Engineering study of tank leaks related to hydraulic retrieval of sludge from tank 241-C-106. Revision 1. Office of Scientific and Technical Information (OSTI), 1993. http://dx.doi.org/10.2172/10170113.

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Shakofsky, S. Changes in soil hydraulic properties caused by construction of a simulated waste trench at the Idaho National Engineering Laboratory, Idaho. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/130647.

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Domanus, H., Y. Cha, T. Chien, R. Schmitt, and W. Sha. COMMIX-1C: A three-dimensional transient single-phase computer program for thermal-hydraulic analysis of single-component and multicomponent engineering systems. Office of Scientific and Technical Information (OSTI), 1990. http://dx.doi.org/10.2172/6287160.

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