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RESEARCH PAPERS

Discharge prediction in compound channels by end depth method

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Pages 767-776 | Received 09 Mar 2006, Published online: 26 Apr 2010

References

  • Ali , K. H. M. and Sykes , A. 1972 . Free-vortex Theory Applied to Free Overfall . J. Hydraul. Div. ASCE , 98 ( 5 ) : 973 – 979 .
  • Anastasiadou-Partheniou , L. and Hatzigiannakis , E. 1995 . General End-depth–Discharge Relationship at Free Overfall in Trapezoidal Channel . J. Irrig. Drain. Engng. ASCE , 121 ( 2 ) : 143 – 151 .
  • Anderson , M. V. 1967 . Non-uniform Flow in Front of a Free Overfall . Acta Polytech. Scand. Civ. Engng. Constr. Ser. , 42 : 1 – 24 .
  • Bauer , S. W. and Graf , W. H. 1971 . Free Overfall as Flow Measuring Device . J. Irrig. Drain. Div. ASCE , 97 ( 1 ) : 73 – 83 .
  • Chow , W. L. and Han , T. 1979 . Inviscid Solution for the Problem of the Free Overfall . J. Appl. Mech , 46 March : 1 – 5 .
  • Clarke , N. S. 1965 . On Two-dimensional Inviscid Flow in aWaterfall . J. Fluid Mech. , 22 : 359 – 369 .
  • Davis , A. C. , Ellett , B. G. S. and Jacob , R. P. 1998 . Flow Measurement in Sloping Channels with Rectangular Free Overfall . J. Hydraul. Engng. ASCE , 124 ( 7 ) : 760 – 763 .
  • Dey , S. 1998a . FreeOverfall in Rough Rectangular Channels: A Computational Approach . Water Maritime Energ., Proc. Inst. Civil. Eng. , 130 March : 51 – 54 .
  • Dey , S. 1998b . End Depth in Circular Channels . J. Hydraul. Engng. ASCE , 124 ( 8 ) : 856 – 863 .
  • Dey , S. 2000 . End Depth in Steeply Sloping Rough Rectangular Channels . Sadhana Proc. Indian Acad. Sci. , 25 February : 1 – 10 .
  • Dey , S. 2001a . The EDR in Circular Channels . J. Irrig. Drain. Engng. ASCE , 127 ( 2 ) : 110 – 112 .
  • Dey , S. 2001b . Flow Metering by End-depth Method in Elliptic Channels . Dam Engng. , 12 ( 1 ) : 5 – 19 .
  • Dey , S. 2001c . Flow Measurement by the End-depth Method in Inverted Semicircular Channels . Flow Meas. Instrum. , 12 ( 4 ) : 253 – 258 .
  • Dey , S. 2002a . Free Overfall from Circular Channels with Flat Base . Flow Meas. Instrum. , 13 ( 5–6 ) : 209 – 221 .
  • Dey , S. 2002b . Free Overfall in Open Channels: State-of-the-Art Review . Flow Meas. Instrum. , 13 ( 5–6 ) : 247 – 264 .
  • Dey , S. 2003a . Overfall in U-shaped Channels . J. Engng. Mech. ASCE , 129 ( 3 ) : 358 – 362 .
  • Dey , S. 2003b . Free Overfall in Inverted Semicircular Channels . J. Hydraul. Engng. ASCE , 129 ( 6 ) : 438 – 447 .
  • Dey , S. and Ravi Kumar , B. 2002 . Hydraulics of Free Overfall in Δ-Shaped Channels . Sadhana, Proc. Indian Acad. Sci. , 27 June : 353 – 363 .
  • Diskin , M. H. 1961 . The End Depth at a Drop in Trapezoidal Channels . J. Hydraul. Div. ASCE , 87 ( 4 ) : 11 – 32 .
  • Ferro , V. 1992 . Flow Measurement with Rectangular Free Overfall . J. Irrig. Drain. Engng. ASCE , 118 ( 6 ) : 956 – 970 .
  • Ferro , V. 1999 . Theoretical End-depth–Discharge Relationship for Free Overfall . J. Irrig. Drain. Engng. ASCE , 125 ( 1 ) : 40 – 44 .
  • Hager , W. H. 1983 . Hydraulics of the Plane Overfall . J. Hydraul. Engng. ASCE , 109 ( 2 ) : 1683 – 1697 .
  • Jaeger , C. 1948 . Hauteur d'eau a l'extremite d'un long deversoir . La Houille Blanche , 3 ( 6 ) : 518 – 523 .
  • Jaeger , C. 1957 . Engineering Fluid Mechanics , New York : St. Martin's .
  • Keller , R. J. and Fong , S. S. 1989 . Flow Measurements with Trapezoidal Free Overfall . J. Irrig. Drain. Engng. ASCE , 115 ( 1 ) : 125 – 136 .
  • Lambert , M. F. and Myers , W. R. 1998 . Estimation of the Discharge Capacity in Straight Compound Channels . Water, Maritime Energ. Proc. Inst. Civ. Eng. , 130 June : 84 – 94 .
  • Lambert , M. F. and Sellin , R. H. J. 1996 . Discharge Prediction in Straight Compound Channels Using the Mixing Length Concept . J. Hydraul. Res. , 34 ( 3 ) : 381 – 394 .
  • Lee , P. J. , Lambert , M. F. and Simpson , A. R. 2002 . Critical Depth Prediction in Straight Compound Channels . Water Maritime Energ. Proc. Inst. Civil. Eng. , 154 December : 317 – 332 .
  • Marchi , E. 1993 . On the Free Overfall . J. Hydraul. Res. , 31 ( 6 ) : 777 – 790 .
  • Markland , E. 1965 . Calculation of Flow at a Free Overfall by Relaxation Method . Proc. Inst. Civil Eng. , 31 May : 71 – 78 .
  • Mccormick , J. M. and Salvadori , M. G. 1964 . Numerical Methods in FORTRAN , Englewood Cliffs, NJ, , USA : Prentice-Hall Inc .
  • Montes , J. S. 1992 . A Potential Flow Solution for the Free Overfall . Water Maritime Energ. Proc. Inst. Civil Eng. , 96 December : 259 – 266 .
  • Murty Bhallamudi , S. 1994 . End Depth in Trapezoidal and Exponential Channels . J. Hydraul. Res. , 32 ( 2 ) : 219 – 232 .
  • Rajaratnam , N. and Muralidhar , D. 1964a . End Depth for Exponential Channels . J. Irrig. Drain. Div. ASCE , 90 ( 1 ) : 17 – 36 .
  • Rajaratnam , N. and Muralidhar , D. 1964b . End Depth for Circular Channels . J. Hydraul. Div. ASCE , 90 ( 2 ) : 99 – 119 .
  • Rajaratnam , N. and Muralidhar , D. 1968a . Characteristics of Rectangular Free Overfall . J. Hydraul. Res. , 6 ( 3 ) : 233 – 258 .
  • Rajaratnam , N. and Muralidhar , D. 1968b . The Rectangular Free Overfall . J. Hydraul. Div. ASCE , 94 ( 3 ) : 849 – 850 .
  • Rajaratnam , N. and Muralidhar , D. 1970 . The Trapezoidal Free Overfall . J. Hydraul. Res. , 8 ( 4 ) : 419 – 447 .
  • Rouse , H. 1936 . Discharge Characteristics of the Free Overfall . Civil Eng. , 6 ( 4 ) : 257 – 260 .
  • Smith , C. D. 1962 . Brink Depth for a Circular Channel . J. Hydraul. Div. ASCE , 88 ( 6 ) : 125 – 134 .
  • Strelkoff , T. and Moayeri , M. S. 1970 . Pattern of Potential Flow in a Free Overfall . J. Hydraul. Div. ASCE , 96 ( 4 ) : 879 – 901 .

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