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LABYRINTH AND PIANO KEY WEIRS IV

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Papers23
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Journal Papers 23
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Key width ratio influence on discharge coefficients of trapezoidal Piano Key Weirs via OpenFOAM simulations
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deleteLueddecke, L.; Oertel, M.
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Piano key weir with orifice sluice
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deleteDau Xuan Thuy
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Honey, I shrunk the piano key weir: A case study of Burton Pond Dam
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deleteBisio, D.
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Theoretical and experimental studies of non-rectilinear weirs: From labyrinth to piano key weir
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deleteOuamane, A.; Lemperiere, F.
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Nachtigal dam: A 4917 m long labyrinth spillway
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deleteMagnan, D.; Blancher, B.; Chapuis, A.; Guillemot, T.; Erpicum, S.
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Remote sensing of the 3D water surface downstream of labyrinth weirs
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deleteLangohr, P.; Bung, D. B.; Crookston, B. M.
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Design approach for labyrinth weir: Case study of La Laye dam
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deleteRoy, M.; Derrien, S.; Schaguene, J.; Dautois, G.
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Value added 3D modeling - Lower Crow Dam spillway modification and rehabilitation project
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deleteBartels, J.; Sanchez, C. Bernedo
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Sensitivity analysis of piano-key weirs: Optimizing discharge performance through CFD modeling and empirical insights
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deleteOukaili, F.; Bercovitz, Y.; Fonty, T.; Blancher, B.
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Physical model investigations on nappe instabilities at labyrinth weirs
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deleteGebhardt, M.; Belzner, F.
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An innovative association of Fusegate® and Piano Key Weir
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deleteLemperiere, F.; Chapuis, A.; Del Rey, F.; Bessiere, C.
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A stainless-steel piano key weir at the Oule Dam spillway (France)
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deleteFournie, Y.; Tralli, H.; Alende, J.; Erpicum, S.
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Impact of sedimentation on the discharge capacity of labyrinth weirs
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deleteBelzner, F.; Gebhardt, M.
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Investigation of flow field near a type-A Piano Key Weir
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deleteQuamar, M. S.; Ahmad, Z.
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Research and application of Piano Key Weirs in Vietnam (2025)
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deleteKhanh, M. Ho Ta; Dau Xuan Thuy
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An innovative use of Piano Key Weirs or labyrinth weirs for long dams in plains
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deleteKhanh, M. Ho Ta
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Experimental and numerical investigation of A-type rectangular side Piano Key Weir
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deleteHussain, S.; Ahmad, Z.
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Effect of driftwood on the hydraulic performance of A-type Piano Key weirs situated in-stream or at reservoirs
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deleteVenetz, P.; Pfister, M.
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Interfacial velocity characteristics downstream of a piano key weir versus a linear weir in a horizontal channel
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deleteBelay, B. S.; Oertel, M.
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Lessons learned from the hydraulic design of the Prado Dam labyrinth spillway
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deleteDiaz, Y.; Phillips, M. A.; Allen, J. D.; Crookston, B. M.
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