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DISCUSSIONS

Discussions

Pages 273-278 | Published online: 13 Jan 2010

References

  • Bauer , S. W. and Graf , W. H. 1971 . Free overfall as flow measuring device . Jl oflrrig. and Drain., ASCE , 97 ( IR1 ) : 73 – 83 .
  • Chanson , H. 1994 . Hydraulics of nappe flow regime above stepped chutes and spillways . Aust. Civil Engrg Trans., I.E. Aust. , CE36 ( 1 ) Jan. : 69 – 76 .
  • Chanson , H. Jan. 1995 . Hydraulic design of stepped cascades, channels, weirs and spillways , Jan. , Oxford, , UK : Pergamon . 292 pages
  • Craya , A. 1948 . Hauteur d'eau à l'extrémité d'un long déversoir. (“Flow depth at the downstream end of a long spillway.”) . Jl La Houille Blanche , Mar.–Apr. : 185 – 186 . (in French)
  • Ferro , V. 1992 . Flow measurement with rectangular free overfall . Jl of Irrig. and Drain., ASCE , 118 ( 6 ) : 956 – 964 .
  • Kraijenhoff , D. A. and Dommerholt , A. 1977 . Brink depth method in rectangular channel . Jl of Irrig. and Drain., ASCE , 103 ( IR2 ) : 171 – 177 .
  • Rajaratnam , N. and Chamani , M. R. 1995 . Energy loss at drops . Jl of Hyd. Res., IAHR , 33 ( 3 ) : 373 – 384 .
  • Rouse , H. 1936 . Discharge characteristics of the free overfall . Civil Engineering , 6 April : 257

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