Detailed Programme

Technical Program at a glance

February 8 | February 9 | February 10 | February 11

KEYNOTE LECTURE 3 (Feb. 10, 08:30-09:15) Computational multi-phase fluid dynamics to address flows past hydraulic structures, by Fabian Bombardelli
TECHNICAL SESSION 4 (Feb. 10, 09:15-10:30) - Physical & Numerical Modeling
Paper nº	Title	Authors
32	Numerical modeling of air-water interaction in bottom outlets. Application to Susqueda dam	F. Salazar, R. Morán, E. Oñate, M. A. Toledo and F. J. Riquelme
33	Numerical simulation of the intake-outlet structures of a pumped-storage hydroelectric power plant	M. Bermúdez, J. Puertas, L. Cea, A. Martín and J. Baztán
17	SPH method applied to hydraulic structures. Friction boundary condition	D. López Gómez, R. Marivela Colmenarejo, M. de Blas Moncalvillo and J. J. Rebollo Cillán
21	Numerical simulation of free surface flow in a fish passage with cylindrical blocks	P. Taheri, H. A. Kashkuli, P. Taheri and Vahid Seraj (Presenter P. Taheri)
18	The Taoussa project (Mali): An example of effective composite modeling	S. Erpicum, B. J. Dewals, J.-M. Vuillot, P. Archambeau and M. Pirotton

TECHNICAL SESSION 5 (Feb. 10, 11:00-12:45) - Regulation Structures
Paper nº	Title	Authors
45	New spillways of Paradela, Salamonde and Caniçada dams	M. S. Oliveira and J. Dias da Silva
9	Velocity and air concentration in air-water flow: Application on a stepped spillway without sidewalls	S. Estrella, M. Sánchez-Juny, J. Dolz, R. Ibañez, M. Domínguez, L. Balairon and D. López
7	Jet impact angle on chute downstream of aerator	M. Pfister
48	Vorticity in hydraulic structures: Modelling and preventing	S. Amaral, M. T. Viseu, J. S. Rocha, L. Couto, J. Dias da Silva
1	Sloped sluice gate within horizontal open channel	E. Retsinis, D. Dimitriou, J. Demetriou
42	CFD analysis of effects of the gate seat location on non-hydrostatic pressure distribution on the radial gated ogee spillway	P. Khodadadi, A. Safarzadeh, S. A. A Salehi
20	Numerical simulation of a new sand trap flushing system	M. Daneshvari, C. Münch-Alligné and G. De Cesare

POSTER SESSION (Feb. 10, 14:00-14:30)
Paper nº	Title	Authors
10	Physical modelling of self-aeration in a cavitating sudden pipe expansion flow	H. Hajikandi, F. Othman and M. Heydari
23	Asymmetrical elliptical-circular weir	F. França, P. Souza, J. Mendes, M. Gomazaco and P. Silva
24	Vortex prevention in intakes using vertical walls (case study of Siahbisheh pumped storage power plant)	A. Tahershamsi, H. Rahimzadeh and M. Monshizadeh
28	3D numerical simulation of flow pattern over a baffle chute spillway (real case study)	M. Maghrebi and S. A. A. S. Neyshabouri (Presenter to be defined)
34	Numerical simulation of self aeration on a chute spillway	N. Maroofi Fathpour, M.R. Jalili Ghazizadeh and J. Attari (Presenter to be defined)
36	Analysis of flow characteristics downstream of reverse Tainter gates	M. Dalla Corte, R. C. Oliveski, M. G. Marques and E. B. C. Schettini
38	Experimental investigation of the Froude number effect on hydraulic jump in turbidity currents	S. Haghighi and M.R. Kavianpour
40	Study of pressures on baffle blocks in stilling basin III	K. Nasiri and M.R. Kavianpour

TECHNICAL SESSION 6 (Feb. 10, 14:30-16:00) - Regulation Structures
Paper nº	Title	Authors
13	Evaluation of performance of a labyrinth spillway and chute	G. Christodoulou and T. Papathanassiadis
22	Hydraulic performance of labyrinth weirs for high headwater ratios	B. M. Crookston, G. S. Paxson and B. M. Savage
27	Comparison of in-channel type-A PK and labyrinth weirs	B. Tullis and R. Anderson
16	Influence of weir height and keys slope on PKW discharge	O. Machiels, S. Erpicum, P. Archambeau, B. Dewals and M. Pirotton
2	Velocity and pressure measurements on a broad-crested weir: physical measurements	S. Felder and H. Chanson

KEYNOTE LECTURE 4 (Feb. 10, 16:30-17:15) Spillway hydraulic modelling – Personal adventures and peeks behind the curtain, by Dave Campbell
PANEL DISCUSSION (Feb. 10, 17:15-18:30)