348
Views
48
CrossRef citations to date
0
Altmetric
Original Articles

Combined-free flow over weirs and below gates

, &
Pages 359-365 | Received 24 May 2001, Published online: 01 Feb 2010

References

  • Ackers , A. , White , W. R. , Perkins , J. A. and Harrison , A. J. M. 1978 . Weirs and flumes for flow measurements , 44 – 85 . New York : John Wiley & Sons . Chapter 3
  • Ahmed , F. H. 1985 . Characteristics of discharge of the combined flow through sluice gates and over weirs . J. Engineering and Technology, Iraq , 3 ( 2 ) : 49 – 63 . in Arabic
  • Alhamid , A. A. , Negm , A. M. and Al-Brahim , A. M. 1997 . Discharge equation for proposed self-cleaning device . Journal of King Saud University, Engineering Science, Riyadh, Saudi Arabia , 9 ( No.l ) : 13 – 24 .
  • Alhamid , A. A. , Husain , D. and Negm , A. M. 1996 . Discharge equation for combined flow over rectangular weirs and below inverted triangular weirs . Arab Gulf Journal for Scientific Research , 14 ( No.3 ) : 595 – 607 . Riyadh, Saudi Arabia
  • Alhamid , A. A. 1999 . Analysis and Formulation of Flow Through Combined V-Notch-Gate Device . J. Hydraulic Research , 37 ( No.5 ) : 697 – 705 .
  • Albrahim , A. M. , Negm , A. M. and Ibrahim , A. A. 2000 . Effect of taildepth variation on combined discharge over weirs and below gates . Mansoura Engineering Journal, MEJ, Faculty of Engineering, Mansoura University , 25 ( No.2 ) : C.32 – C.44 .
  • Bos , M. G. , ed. 1989 . Discharge measurement structures, , 3rd ed. , Vol. 364 , Wageningen, , The Netherlands : Int.Institute for Land Reclamation and Improvement .
  • British Standard Institution (BSI) . 1965 . Thin-plate weirs and Venturi flumes, in methods of measurement of liquid flow in open channel, Part 4A , BSI 3680 London : BSI .
  • Chow , V. T. 1959 . Open-channel hydraulics , 507 – 510 . New York : McGraw Hill Book Company .
  • El-Saiad , A. A. , Negm , A. M. and Waheed El-Din , U. 1995 . Simultaneous flow over weirs and below gates , Vol. 17, No. 7 , 62 – 71 . Cairo, , Egypt : Civil Engineering Research Magazine, Civil Engineering Department, Faculty of Engineering, Al-Azhar University .
  • French , R. H. 1986 . Open-channel hydraulics , 343 – 353 . New York : McGraw Hill Book Co .
  • Henry , H. R. 1950 . Discussion to Diffusion of submerged jets . Trans. ASCE , 115 : 687 – 694 . by M.L. Albertson, Y.B. Dai, R.A. Jensen, and H. Rouse
  • Herschy , R. W. 1978 . Hydrometery , 91 – 94 . New York : John Wiley & Sons .
  • Kindsvater , C. E. and Carter , R. W. 1957 . Discharge characteristics of rectangular thin-plate weirs . J. Hydraulics Div. , 83 ( HY6 ) : 1 – 36 . paper No. 1453
  • Munson , B. R. , Young , D. F. and Okiishi , T. H. 1994 . Fundamentals of fluid mechanics, , 2nd ed. , New York : John Wiley and Sons, Inc .
  • Naudascher , E. 1991 . Hydrodynamic forces , IAHR Hydraulic Structures Design Manual, No. 3 247 – 250 . Rotterdam : A.A Balkema .
  • Negm , A. M. , El-Saiad , A. A. , Alhamid , A. A. and Husain , D. 1994 . Characteristics of simultaneous flow over weirs and below inverted V-notches , Vol. 16, No. 19 , 786 – 799 . Cairo, , Egypt : Civil Engineering Research Magazine, Civil Engineering Department, Faculty of Engineering, Al-Azhar University .
  • Negm , A. M. 1995 . “ Characteristics of combined flow over weirs and under gates with unequal contractions ” . In Advances in Hydroscience and Engineering Vol. 2 , Part A, (Edited by CHES and IRTCES, Proc.2nd ICHE-95, 22–26 March, Tsinghua University Press, Beijing, China, pp. 285–292)
  • Negm , A. M. Discharge prediction model for simultaneous underflow-overflow . 6th Int. Symp. on Flow Modeling and Turbulence Measurements . Sep. 8–10 , Florida, USA. pp. 665 – 670 . Balkema Publishers .
  • Negm , A. M. , Abdel-Aal , G. M. , Matin , A. M. and Alhamid , A. A. Discharge equation for free and submerged flow through combined weir . Proc. of Al-Azhar Engineering 3rd International Conference . Dec. 19–22 . pp. 456 – 470 . Nasr City, Cairo, , Egypt : Faculty of Eng., Al-Azhar University . AEIC-97
  • Negm , A. M. , Ezzeldin and Attia , M. I. 1999 . Characteristics of simultaneous flow over suppressed weirs and below submerged gates . Engineering Research Journal , 65 : 218 – 231 . Faculty of Engineering, Helwan University, Mataria, Cairo, Egypt
  • Negm , A. M. 2000 . Characteristics of simultaneous overflow - submerged underflow: (unequal contractions) . Engineering Bulletin , 35 ( No.l ) March : 137 – 154 . Faculty of Engineering, Ain Shams University
  • Negm , A. M. , Salem , M. N. and Ibrahim , A. A. 2000a . Characteristics of simultaneous overflow-submerged underflow (equal contractions) . Engineering Research Journal , 68 April : 131 – 144 . Faculty of Engineering, Helwan University, Mataria, Cairo
  • Negm , A. M. , Abdel-Aal , G. M. and El-Saiad , A. A. Generalized discharge equation for proposed simultaneous flow structures . Proc. 6th Alahzer Engineering Int. Conf . Sep. 1–4 . pp. 247 – 257 . Nasr City, Cairo, , Egypt : Faculty of Engineering, Al-Azher University . AEIC-2000
  • Rajaratnam , N. and Subramanya , K. 1967 . Flowequation for the sluice gate . Proc. ASCE, J. Irrigation and Drainage Div. , 93 ( IR3 ) : 167 – 186 .
  • Rajaratnam , N. 1977 . Free flow immediately below sluice gates . Proc. ASCE, J. Hydraulics Div. , 103 ( HY4 ) : 345 – 351 .
  • Subramanya , K. 1986 . Flow in open channels, , First revised edition , 219 – 226 . New Delhi : Tata Mc-Graw-Hill Publishing Company Ltd . 7th reprint
  • Swamee , P. K. 1988 . Generalized rectangular weir equations . J. Hydraulic Engineering , 114 ( 8 ) : 945 – 949 .
  • Swamee , P. K. 1992 . Sluice-gate discharge equations . Proc. ASCE, J. Irrigation and Drainage Engineering , 118 ( 1 ) : 57 – 60 .
  • USBR . 1967 . Water measurement manual, , Second Edition , 7 – 42 . Denver, Col : United States Dept. of the Interior, Bureau of Reclamation . revised reprint (1984), 1967

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.