Publications par thème Benoît Camenen

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Cette page liste mes principales publications classées par thème:

Transport solide des graviers par charriage en rivière Modélisation numérique 1D
Début de mouvement Gestion des barrages
Transport solide des sables en suspension en rivière Interaction fluide, transport solide et structures
Dynamique des Matériaux en Suspension Hydrometrie
Rugosité, formes de fond Transport solide dans un environnement côtier
Vitesse de chute Hydrodynamique dans un environnement côtier
Morphodynamique des rivières

Transport solide des graviers par charriage en rivière

  • Le Coz, J., Perret, E., Buscombe, D. D., Leary, K. C. P., Grams, P. E., Camenen, B., Dramais, G. & Topping, D. (2020). Assessing bedload variability at the bedform scale through high-resolution acoustic dune tracking : application to the Colorado River in Grand Canyon upstream from Diamond Creek. Proc. 22nd IAHR-APD Congress, Sept. 2020, Sapporo, Japan
  • Perret, E., Berni, C., & Camenen, B.(2020) How does the bed surface impact low-magnitude bedload transport over gravel-bed rivers? Earth Surface Processes & Landform. doi: 10.1002/esp.4792
  • Vazquez-Tarrio, D., Tal, M., Camenen, B. & Piegay, H. (2019). Changes in bed load transport capacities along a multi-dammed reach over the last 150 years : assessment of causal factors and feedbacks for restoration. Science of the Total Environment, 658:1375-1389.
  • Dépret, T., Piégay, H., Dugué, V., Vaudor, L., Noirot, B., Faure, J.-B., Cassel, M., Le Coz, J. & Camenen B. (2019). Estimating and restoring bedload transport through a run-of-river reservoir. Science of the Total Environment, 654:1146-1157.
  • Berni, C., Perret, E., Camenen, B. (2018). Characteristic time of sediment transport decrease in static armor formation, Geomorphology, 10.1016/j.geomorph.2018.04.004
  • Perret, E., Berni, C., Camenen, B., Herrero, A., & El Kadi Abderrezzak, K. (2018). Transport of moderately sorted gravel at low bed shear stresses: the role of fine sediment infiltration. Earth Surface Processes & Landforms, 43: 1416-1430.
  • Geay T., Belleudy, P., Laronne, J.B., Camenen, B. & Gervaise, C. (2017). Spectral variations of underwater river sounds. Earth Surface Processes & Landforms, 42(14):2447-2456.
  • Camenen, B., Jaballah, M., Geay, T., Belleudy, P ., Laronne, J.B., & Laskowski, J.P. (2012). Tentative measurements of bedload transport in an energetic alpine gravel bed river. River Flow, San Jose, Costa Rica, Sept. 2012. pp. 379-386.
  • Camenen B. (2010). Discussion ofTransition between Two Bed-Load Transport Regimes: Saltation and Sheet-Flowby P. Gao, J. of Hydraulic Eng., 136(1): 74-75.
  • Camenen B., Le Coz J., Paquier A. & Lagouy M. (2010). An estimation of gravel mobility over an alpine river gravel bar (Arc en Maurienne, France) using PIT-tag tracers. River Flow 2010 International Conference, Brauschweig, Allemagne, Sept. 2010. pp. 953-960

Début de mouvement

  • Perret, E., Berni, C., Herrero, A., Camenen B., & El kadi Abderrezzak K. (2016). Laser scanning method to characterize bed arrangement and its influence on incipient motion of gravel sediments. Proc. River Flow conference, St Louis, Missouri, USA, July 2016, CDRom, pp. 956-962.
  • Camenen B. (2012). Discussion ofUnderstanding the influence of slope on the threshold of coarse grain motion: Revisiting critical stream powerby C. Parker, N.J. Clifford, & C.R. Thorne. Geomorphology 139-140: 34-38.
  • Hanson H. & Camenen B. (2007) Closed form solution for threshold velocity for initiation of sediment motion under waves, Proc. 6th Coastal Sediments conference, Nouvelle Orleans, Louisiane, USA, pp.15-28, ASCE, Mai 2007.

Transport solide des sables en suspension en rivière

  • Santini, W., Camenen, B. , Le Coz, J., Vauchel, P., Guyot, J.-L., Lavado, W., Carranza, J., Paredes, M., Pères-Arévalo, J. J., Arévalo, N., Espinoza-Villar, R., Julien, F. & Martinez, J.M. (2019). An index concentration method for suspended load monitoring. Earth Surface Dynamics., 7(2): 515-536 .
  • Camenen, B., Naudet, G., Dramais, G. Le Coz, J & Paquier A. (2019). A multi-technique approach for evaluating sand dynamics in a complex engineered piedmont river system. Science of the Total Environment, 657:485-497.
  • Dramais, G., Camenen B. & Le Coz, J. (2018). Comparaisons de méthodes pour la mesure des matières en suspension dans les cours d’eau, en présence de sable. La Houille Blanche. 5-6: 96-105.
  • Camenen, B., Dramais, G., Buffet, A., Thollet, F., Le Bescond, C., Lagouy, M., Berni, C. & Le Coz, J. (2018). Estimation of sand suspension in a secondary channel of an alpine river. Proc. River Flow conference, Lyon, France, Sept. 2018, E3S Web of Conferences 40, 04014. 8 p.
  • Camenen, B., Le Coz, J., Dramais, G., Peteuil, C., Fretaud, T., Falgon, A., Dussouillez, P., Moore, S. A. (2014). A simple physically-based model for predicting sand transport dynamics in the Lower Mekong River. Proc. River Flow conference, Lausanne, Switzerland, 8p.

Dynamique des Matériaux en Suspension

  • Antoine, G., Camenen, B., Jodeau, M., Némery, J. & Esteves M. (2020). Downstream erosion and deposition dynamics of fine suspended sediments due to dam flushing. J. Hydrology. doi: 10.1016/j.jhydrol.2020.124763.
  • Launay, M., Dugué, V., Faure, J.-B., Coquery, M., Camenen, B. & Le Coz J. (2019) Numerical modelling of the suspended particulate matter dynamics in a regulated river network.. Science of the Total Environment, 665:591-605.
  • Launay, M., Le Coz, J., Diouf, S., Camenen, B., Thollet, F.& Coquery, M. (2019). Ré-évaluation des apports moyens de matières en suspension de l’Arve au Rhône. La Houille Blanche. 2: 89-100.
  • Camenen, B., Perret, E., Herrero, A., Berni, C., Thollet, F., Buffet, A., Dramais, G., Le Bescond C., & Lagouy M. (2016). Estimation of the volume of a fine sediment deposit over a gravel bar during a flushing event. Proc. River Flow conference, St Louis, Missouri, USA, July 2016, CDRom, pp. 533-540.
  • Launay, M., Le Coz, J., Angot, H., Dramais, G., Andriès, E., Camenen, B., Faure, J.B. & Coquery, M. (2015). Numerical and physical simulation of soluble contaminant transport through complex large river systems. J. Hydro-Environment Res. 9:120-132.
  • Berni, C., Herrero, A. & Camenen, B. (2015). Computation of trapping coefficient for fine sediment infiltration. Proc. 36th IAHR World Congress, La Haye, Pays Bas, June 2015, 8p.
  • Camenen, B., Herrero, A., Dramais, G., Thollet, F., Le Bescond, C., Perret, E., & Berni, C. (2015). Field experiment on the dynamics of fine sediments over a gravel bar in an alpine gravel-bed river. Proc. RCEM conference, Iquitos, Pérou, Sept. 2015, 4p.
  • Camenen B., Jodeau M. & Jaballah M. (2013). Estimate of fine sediment deposit dynamics over a gravel bar using photography analysis. Int. J. of Sediment Res. 28(2): 220-233.
  • Thollet F., Le Coz J., Antoine G., François P. , Saguintaah L., Launay M. & Camenen B. (2013). Influence de la granulométrie des particules sur la mesure par turbidimétrie des flux de matières en suspension dans les cours d’eau, La Houille Blanche, 4:50-56.
  • Camenen, B., Andries, E., Faure, J.-B., de Linares, M., Gandilhon, F., & Raccasi, G. (2013). Experimental and numerical study of long term sedimentation in a secondary channel: example of the Beurre island on the Rhône River, France. Proc. International Symposium on River Sedimentation, Kyoto, Japon, Sept. 2013. (CDRom).
  • Camenen B. , Jodeau M. & Le Coz J. (2008). Conceptual modelling of the sediment flux during a flushing event (Arc en Maurienne, France), International Conference on Hydro-science Engineering, Nagoya, Japon, CD Rom), Sept. 2008

Rugosité, formes de fond

  • Camenen B. & Larson M. (2013). On the application of the equivalent roughness height formulas. Journal of Hydraulic Engineering 139(3): 331-335.
  • Camenen B., Bayram A. & Larson M. (2006). Equivalent roughness height for plane bed under steady flow. J. of Hydraulic Eng., 132(11): 1146-1158.
  • Camenen B (2009). Estimation of the wave-related ripple characteristics and induced bed shear stress, Estuarine Coastal and Shelf Science, 84(4): 553–564.
  • Camenen B., Larson M. & Bayram A. (2009). Equivalent roughness height for plane bed under oscillatory flow, Estuarine Coastal and Shelf Science, 81(3): 409-422.

Vitesse de chute

  • Antoine G., Jodeau M., Camenen B. & Esteves M. (2012). A settling velocity parameterization for sand/mud mixture in a 1D flow during a flushing event. River Flow, San Jose, Costa Rica, Sept. 2012. pp. 371-378.
  • Camenen B. & Pham Van Bang D. (2011). Modelling the settling of suspended sediments for concentrations close to the gelling concentration. Continental Shelf Research 31(10): 106-116.
  • Camenen B. (2008). Discussion of « Uncertainty of excess density and settling velocity of mud derived from in situ measurements » by M. Fettweis, Estuarine Coastal and Shelf Science, 78(2): 1-2.
  • Camenen B. (2007) Settling velocity of sediments at high concentrations, dans “Sediment and Ecohydraulics 9”, T.Kusuda, H.Yamanishi, J.Spearman, and J.Z.Gailani (Eds), chap. 15, pp. 211-226.
  • Camenen B. (2007). A simple formula for the settling velocity of particles, J. of Hydraulic Eng., 133(2): 229-233.

Morphodynamique des rivières

  • Jaballah, M., Camenen, B., Paquier, A. & Jodeau, M. (2019) An optimized use of limited ground based topographic data for river applications. Int. J. of Sediment Res. 34:216–225. doi: 10.1016/j.ijsrc.2018.11.002
  • Le Coz, J., Smart, G., Hicks, D. M., Mansanarez, V., Renard, B., Camenen, B. & Lang, M. (2018). Estimating the long-term evolution of river bed levels using hydrometric data. Proc. River Flow conference, Lyon, France, Sept. 2018, E3S Web of Conferences 40, 06003. 8 p.
  • Cordier, F., Tassi, P., Jodeau M., & Camenen B. (2016). Large-scale morphodynamics structures in the Arc en Maurienne River (France). Proc. River Flow conference, St Louis, Missouri, USA, July 2016, CDRom, pp.1175-1183.
  • Jaballah, M., Camenen, B., Pénard, L., & Paquier, A. (2015). Alternate bar development in an alpine river following engineering works. Advance in Water Res. 81:103-113.
  • Gurnell, A. M.; Rinaldi, M.; Belletti, B.; Bizzi, S.; Blamauer, B.; Braca, G.; Buijse, A. D.; Bussettini, M.; Camenen, B.; Comiti, F.; Demarchi, L.; Garcia de Jalon, D.; Gonzalez del Tanago, M.; Grabowski, R. C.; Gunn, I. D. M.; Habersack, H.; Hendriks, D.; Henshaw, A. J.; Klasch, M.; Lastoria, B.; Latapie, A.; Marcinkowski, P.; Martinez-Fernandez, V.; Mosselman, E.; Mountford, J. L.; Nardi, L.; Okruszko, T.; O Hare, M. T.; Palma, M.; Percopo, C.; Surian, N.; van de Bund, W.; Weissteiner, C. & Ziliani, L. (2015). A multi-scale hierarchical framework for developing understanding of river behaviour to support river management Aquatic Sciences, 78: 1-16.
  • Latapie, A., Camenen, B., Rodrigues, S., Paquier, A., Bouchard, J.-P. & Moatar, F. (2014). Classifying anthropogenised river reaches to assess channel changes using hydraulic parameters. Catena 121: 1-12.
  • Camenen B., Dugué V., Proust S., Le Coz J. & Paquier A. (2009). Formation of standing waves in a mountain river and its consequences on gravel bar morphodynamics. Proc. RCEM conference, Santa Fe, Argentine, vol I, pp. 65-72, Sept. 2009.

Modélisation numérique 1D

  • Camenen, B., Béraud, C., Le Coz, J. & Paquier, A. (2018) 1D numerical simulation of sediment downstream fining during bed aggradation using a simplified grain size description. J. Hydraulic Res. 56(2): 168-180.
  • Guertault, L., Camenen B., Peteuil, C., Paquier, A. & Faure, J.-B. (2016). One-dimensional modelling of suspended sediment dynamics in dam reservoirs. J. Hydraulic Eng., 142(10.1061):1-9.
  • Camenen B., Grabowski, R.C., Latapie, A., Paquier A., Solari, L. & Rodrigues, S. (2015). On the estimation of the bed-material transport and budget along a river segment: application to the Middle Loire River, France. Aquatic Sciences. 78:71-81.
  • Dugué, V., Walter, C., Andriès, E., Launay, M., Le Coz, J., Camenen, B. & Faure, J.-B (2015). Accounting for hydropower schemes’ Operation rules in the 1D hydrodynamic modeling of the Rhône river from lake Geneva to the Mediterranean Sea. Proc. 36th IAHR World Congress, La Haye, Pays Bas, June 2015, 8p.
  • Camenen B., Holubova K., Lukac M., Le Coz J. & Paquier A. (2011). Assessment of the methods using 1D modelling for computing bedload transport in a large river: the Danube River in Slovakia. Journal of Hydraulic Engineering 137(10): 1190-1199.
  • El Kadi Abderrezzak K., Camenen B. & Paquier (2008). A. Discussion onEstimation of the boundary shear stress distribution in open channel using flownetby Yu G. & Tan S.K., J. of Hydraulic Res., 46(5): 716-720.

Gestion des barrages

  • Guertault, L., Camenen B., Peteuil, C., & Paquier, A. (2018). A one-dimensional process-based approach to study reservoir sediment dynamics during management operations. Earth Surface Processes & Landforms, 43(2): 373-386.
  • Camenen, B.(2017). Effet des barrages sur la continuité sédimentaire, La Houille Blanche, 6:19-24.
  • Peteuil, C., Sumi, T., Yoshimura, T., Camenen, B., & Guertault, L. (2016). Feedbacks from Asia and Europe for designing sediment passing facilities in hydropower dam projects. Proc. HydroAsia 2016, Vientiane, Laos, 8p.
  • Guertault, L., Camenen B., Peteuil, C., Paquier, A. (2014). Long term evolution of a dam reservoir subjected to regular flushing events. Advances in Geosciences 39: 89-94.
  • Lauters, F., Laperrousaz, E., Camenen, B., Le Coz, J., Thollet, F., Némery, J., & de Linares, M. (2012). Vers une gestion sédimentaire durable de l’aménagement hydro-électrique Arc-Isère, La Houille Blanche, 1:19-25.
  • Peteuil, C., Fruchard, F., Abadie, F., Reynaud, S., Camenen, B., & Guertault, L. (2013). Sustainable management of sediment fluxes in reservoir by environmental friendly flushing: the case study of Genissiat dam on upper Rhône River (France). Proc. International Symposium on River Sedimentation, Kyoto, Japon, Sept. 2013. (CDRom)
  • Fruchard F. & Camenen B. (2012) Reservoir Sedimentation: Different Type of Flushing – Friendly Flushing Example of Genissiat Dam Flushing. ICOLD Int. Symposium on Dams for a changing world, Kyoto, Japon, Juin 2012.

Interaction fluide, transport solide et structures

  • Link, O., Mignot, E., Roux. S., Camenen, B., Escauriaza, C., Chauchat, J., Brevis, W., & Manfreda, S. (2019). Scour at bridge foundations in supercritical flows: An analysis of knowledge gaps. Water, 11(1656): 1-22
  • Baba Y., Camenen B., Peltier Y., Thollet F., Zhang H. & Nakagawa, H. (2010). Flow characteristics around a spur dyke in a compound channel and its influence on bedload dynamics. International Symposium on River Sedimentation, Stellenbosch, Afrique du Sud, CDRom, Sept. 2010.

Hydrométrie

  • Le Coz, J., Camenen, B., Peyrard, X. & Dramais G. (2015) Erratum – Uncertainty in open-channel discharges measured with the velocity-area method, Flow Measurement and Instrumentation, 46, 193-194.
  • Le Coz J., Camenen B., Peyrard X. & Dramais G. (2012). Uncertainty in open-channel discharges measured with the velocity–area method. Flow Measurement and Instrumentation 26:18–29.
  • Dramais G., Le Coz J., Hauet A. & Camenen B. (2011). Advantages of a mobile LSPIV method for measuring flood discharges and improving stage-discharge curves. Journal of Hydro-environment Research 5(4): 301-312.
  • Le Coz J., Camenen B., Dramais G., Ribot-Bruno J., Ferry M. & Rosique. J.-L. (2011). Guide technique: Police de leau pour le contrôle des débits réglementaires. Editions Onema
  • Le Coz J., Hauet A., Pierrefeu P., Dramais G. & Camenen B.(2010). Performance of image-based velocimetry (LSPIV) applied to flash-flood discharge measurements in Mediterranean rivers. J. Hydrology, 394: 42-52.

Transport solide dans un environnement côtier

  • Larson M., Camenen B. & Pham Thanh N. (2011). A unied sediment transport model for inlet application. Journal of Coastal Research 59: 27-38.
  • Camenen B. & Larson M. (2010) Discussion ofMeasurements of sheet flow transport in acceleration-skewed oscillatory flow and comparison with practical formulationsby D.A. van der A, T.O’Donoghue and J.S. Ribberink. Coastal Eng., 58: 131-134
  • Camenen B. & Larson M. (2008). A suspended load sediment transport formula for the nearshore. J. of Coastal Res., 24(3): 615-627.
  • Camenen B. & Larson M. (2007). A Unified Sediment Transport Formulation for Coastal Inlet Application. Technical Report ERDC/CHL CR-07-1, Coastal and Hydraulics Laboratory, USACE, Vicksburg, Mississippi, USA, 231p.
  • Baba Y. & Camenen B. (2007). Importance of the swash longshore sediment transport in morphodynamic model, Proc. 6th Coastal Sediments conference, Nouvelle Orleans, Louisiane, USA, pp.1938-1946, ASCE, Mai 2007.
  • Camenen B. & Larson M. (2006). Phase-lag effects in sheet flow transport. Coastal Eng., 56: 531-542.
  • Camenen B. & Larson M. (2006). A suspended load formula over a rippled bed, Proc. 30th Int. Conf. Coastal Eng., San Diego, Californie, USA, 2464-2466, ASCE, Sept. 2006.
  • Baba Y., Camenen B. & Yamashita T. Development and application of a N-line model on the Joetsu-Ogata coast, Japan, Proc. 30th Int. Conf. Coastal Eng., San Diego, Californie, USA, 3455-3464, ASCE, Sept. 2006.
  • Camenen B. & Larson M. (2005). A bed-load transport formula for the nearshore. Estuarine Coastal and Shelf Science, 63: 249-260.
  • Camenen B. & Larroudé P. (2003). Comparison of sediment transport formulae for a coastal environment. Coastal Eng., 48 : 111-132.

Hydrodynamique dans un environnement côtier

  • Camenen, B., Dramais, G., Le Coz, J., Ho, T.-D., Gratiot, N. & Piney S. (2017). Estimation d’une courbe de tarage hauteur-dénivelée-débit pour une rivière influencée par la marée, La Houille Blanche, 5:16-21.
  • Camenen B. & Larson M. (2007). Predictive formulas for breaker depth index and breaker type. J. of Coastal Res., 23(4): 1028-1041.