[en] The present work gives findings profitable for the person who wants to evaluate an asymmetric detach-reattach flow. In this study, the capability of a two-dimensional shallow-water numerical model to simulate the symmetric and asymmetric flows that can take place in rectangular shallow reservoirs varying the lateral expansion ratio and the dimensionless length is investigated. For a large lateral expansion ratio, the use of two protocols of simulation highlighted a high sensitivity of the simulated flow pattern to the initial condition. Comparison between simulated results and experimental data showed a good agreement for the critical shape parameter (combination of the lateral expansion ratio and the dimensionless length) between symmetric and asymmetric flows. A good agreement was also found for the value of the shorter reattachment length of asymmetric flows. For small lateral expansion ratios, the agreement was not so good. The model was used for even larger lateral expansion ratios in order to numerically extend the experimental dataset. This predictive work showed that the shape parameter, whose expression was only based on experiments carried out for small lateral expansion ratios, was also relevant for larger values. Moreover, the predicted values of the shorter reattachment length were also consistent with a regression only based on experimental results.
Research Center/Unit :
Aquapôle - ULiège
Disciplines :
Civil engineering
Author, co-author :
Dufresne, Matthieu
Dewals, Benjamin ; Université de Liège - ULiège > Département Argenco : Secteur MS2F > Hydrodynamique appl. et constructions hydrauliques (HACH)
Erpicum, Sébastien ; Université de Liège - ULiège > Services généraux (Faculté des sciences appliquées) > Scientifiques attachés au Doyen (Sc.appliquées)
Archambeau, Pierre ; Université de Liège - ULiège > Département Argenco : Secteur MS2F > Hydrodynamique appl. et constructions hydrauliques (HACH)
Pirotton, Michel ; Université de Liège - ULiège > Département Argenco : Secteur MS2F > Hydrodynamique appl. et constructions hydrauliques (HACH)
Language :
English
Title :
Numerical investigation of flow patterns in rectangular shallow reservoirs
Publication date :
May 2011
Journal title :
Engineering Applications of Computational Fluid Mechanics
ISSN :
1994-2060
eISSN :
1997-003X
Publisher :
Hong Kong Polytechnic University, Hong Kong, China
scite shows how a scientific paper has been cited by providing the context of the citation, a classification describing whether it supports, mentions, or contrasts the cited claim, and a label indicating in which section the citation was made.
Bibliography
Abbott DE, Kline SJ (1962). Experimental investigation of subsonic turbulent flow over single and double backward facing steps. Journal of Basic Engineering 84:317-325.
Babarutsi S, Chu VH (1991). Dyeconcentration distribution in shallow recirculating flows. Journal of Hydraulic Engineering 117:643-659.
Babarutsi S, Chu VH (1998). Modeling transverse mixing layer in shallow openchannel flows. Journal of Hydraulic Engineering 124(7):718-727. (Pubitemid 28431265)
Babarutsi S, Ganoulis J, Chu VH (1989). Experimental investigation of shallow recirculating flows. Journal of Hydraulic Engineering 115:906-924. (Pubitemid 228721)
Battaglia F, Papadopoulos G (2006). Bifurcation characteristics of flows in rectangular sudden expansion channels. Journal of Fluids Engineering 128:671-679. (Pubitemid 44221213)
Casarsa L, Giannattasio P (2008). Threedimensional features of the turbulent flow through a planar sudden expansion. Physics of Fluids 20:5103:1-15.
Chu VH, Liu F, Altai W (2004). Friction and confinement effects on a shallow recirculating flow. Journal of Environmental Engineering and Science 3:463-475.
De Zilwa S R N, Khezzar L, Whitelaw JH (2000). Flows through plane suddenexpansions. International Journal for Numerical Methods in Fluids 32:313-329.
Dewals BJ (2006). Une approche unifiée pour la modélisation d'écoulements à surface libre, de leur effet corrosif sur une structure et de leurs interactions avec divers constituants. PhD thesis, Université de Liège (in French).
Dewals BJ, Kantoush SA, Erpicum S, Pirotton M, Schleiss AJ (2008). Experimental and numerical analysis of flow instabilities in rectangular shallow basins. Environmental Fluid Mechanics 8:31-54.
Dufresne M (2008). La modélisation 3D du transport solide dans les bassins en assainissement: du pilote expérimental à l'ouvrage réel [Three-dimensional modelling of sediment transport in sewer detention tanks: physical model and real-life application]. PhD thesis, Université de Strasbourg (in French).
Dufresne M, Dewals BJ, Erpicum S, Archambeau P, Pirotton M (2010). Classification of flow patterns in rectangular shallow reservoirs. Journal of Hydraulic Research 48:197-204.
Erpicum S (2006). Optimisation objective de paramètres en écoulements à surface libre sur maillage multibloc. PhD thesis, Université de Liège (in French).
Erpicum S, Dewals BJ, Archambeau P, Pirotton M (2010). Dam-break flow computation based on an efficient flux-vector splitting. Journal of Computational and Applied Mathematics 234(7):2143-2151.
Erpicum S, Meile T, Dewals BJ, Pirotton M, Schleiss AJ (2009). 2D numerical flow modeling in a macro-rough channel. International Journal for Numerical Methods in Fluid 61(11):1227-1246.
Garde RJ, Ranga Raju KG, Sujudi A W R (1990). Design of settling basins. Journal of Hydraulic Research 28(1):81-91.
Henderson FM (1966). Open channel flow. Prentice Hall: New York.
Idel'cik IE (1969). Mémento des pertes de charge, Eyrolles (translated to French by Meury M).
Jothiprakash V, Garg V (2008). Re-look to conventional techniques for trapping efficiency estimation of a reservoir. International Journal of Sediment Research 23(1):76-84.
Kantoush SA (2008). Experimental study on the influence of the geometry of shallow reservoirs on flow patterns and sedimentation by suspended sediments. PhD thesis, Ecole Polytechnique Fédérale de Lausanne.
Kantoush SA, De Cesare G, Boillat JL, Schleiss AJ (2008a). Flow field investigation in a rectangular shallow reservoir using UVP, LSPIV and numerical modelling. Flow Measurement and Instrumentation 19:139-144.
Kantoush SA, Bollaert E, Schleiss AJ (2008b). Experimental and numerical modelling of sedimentation in a rectangular shallow basin. International Journal of Sediment Research 23:212-232.
Kowalski R, Reuber J, Köngeter J (1999). Investigations into and optimisation of the performance of sewage detention tanks during storm rainfall events. Water Science and Technology 39(2):43-52.
Langhaar HL (1951). Dimensional analysis and theory of models. John Wiley & Sons: New York.
Luyckx G, Vaes G, Berlamont J (1999). Experimental investigation on the efficiency of a high side weir overflow. Water Science and Technology 39(2):61-68.
Mizushima J, Shiotani Y (2001). Transitions and instabilities of flow in a symmetric channel with a suddenly expanded and contracted part. Journal of Fluid Mechanics 434:355-369. (Pubitemid 32454088)
Mullin T, Shipton S, Tavener SJ (2003). Flow in a symmetric channel with an expanded section. Fluid Dynamics Research 33:433-452. (Pubitemid 37492253)
Oca J, Masaló I, Reig L (2004). Comparative analysis of flow patterns in aquaculture rectangular tanks with different water inlet characteristics. Aquacultural Engineering 31:221-236. (Pubitemid 39081838)
Ranga Raju KG, Kothyari UC, Srivastav S, Saxena M (1999). Sediment removal efficiency of settling basins. Journal of Irrigation and Drainage Engineering 125(5):308-314.
Revuelta A (2005). On the two-dimensional flow in a sudden expansion with large expansion ratios. Physics of Fluids 17:1-4. (Pubitemid 41199983)
Roache PJ (1994). Perspective: a method for uniform reporting of grid refinement studies. Journal of Fluids Engineering 116:405-413. (Pubitemid 287898)
Roger S, Dewals BJ, Erpicum S, Schwanenberg D, Schüttrumpf H, Köngeter J, Pirotton M (2009). Experimental und numerical investigations of dike-break induced flows. Journal of Hydraulic Research 47(3):349-359.
Stanby PK (2003). A mixing length model for shallow turbulent wakes. Journal of Fluid Mechanics 495:369-384.
Stanby PK (2006). Limitations of depthaveraged modelling of shallow wakes. Journal of Hydraulic Engineering 132:737-740.
Stovin VR, Saul AJ (1994). Sedimentation in storage tank structures. Water Science and Technology 29:363-372.
Takaoka M, Sano T, Yamamoto H, Mizushima J (2009). Convective instability of flow in a symmetric channel with spatially periodic structures. Physics of Fluids 21:1-10.
Todeschini S, Ciaponi C, Papiri S (2010). Laboratory experiments and numerical modelling of the scouring effects of flushing waves on sediment beds. Engineering Applications of Computational Fluid Mechanics 4(3):365-373.
Uijttewaal W S J, Lehmann D, Van Mazijk A (2001). Exchange processes between a river and its groyne fields: model experiments. Journal of Hydraulic Engineering 127:928-936. (Pubitemid 33073189)
Wahba EM (2007). Iterative solvers and inflow boundary conditions for plane sudden expansion flows. Applied Mathematical Modelling 31:2553-2563. (Pubitemid 46888305)
Yang YT, Hou CF (1999). Numerical calculation of turbulent flow in symmetric two-dimensional diffusers. Acta Mechanica 137:43-54. (Pubitemid 30505663)
Yeo HK, Kang JG, Kim SJ (2005). An experimental study on tip velocity and downstream recirculation zone of single groynes of permeability change. KSCE Journal of Civil Engineering 9:29-38.
This website uses cookies to improve user experience. Read more
Save & Close
Accept all
Decline all
Show detailsHide details
Cookie declaration
About cookies
Strictly necessary
Performance
Strictly necessary cookies allow core website functionality such as user login and account management. The website cannot be used properly without strictly necessary cookies.
This cookie is used by Cookie-Script.com service to remember visitor cookie consent preferences. It is necessary for Cookie-Script.com cookie banner to work properly.
Performance cookies are used to see how visitors use the website, eg. analytics cookies. Those cookies cannot be used to directly identify a certain visitor.
Used to store the attribution information, the referrer initially used to visit the website
Cookies are small text files that are placed on your computer by websites that you visit. Websites use cookies to help users navigate efficiently and perform certain functions. Cookies that are required for the website to operate properly are allowed to be set without your permission. All other cookies need to be approved before they can be set in the browser.
You can change your consent to cookie usage at any time on our Privacy Policy page.