Discharge Equation for Proposed Self-cleaning Device

Journal of King Saud University - Engineering Sciences

Volumn 9, Issue 1, 1997, Pages 13-23

  Alhamid, A A ^a   Negm, Abdel Azim M ^b   Al Brahim, A M ^a  

^a KING SAUD UNIVERSITY   (Saudi Arabia)

^b ZAGAZIG UNIVERSITY   (Egypt)

Author keywords

[No Author keywords available]

Indexed keywords

WEIRS;

ABSOLUTE ERROR; DEVICE GEOMETRIES; DISCHARGE EQUATIONS; FLOW PARAMETERS; GATE OPENINGS; SELF CLEANING; SEMI-EMPIRICAL; SLUICE GATES;

GEOMETRY;

EID: 0011487134     PISSN: 10183639     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1018-3639(18)30664-0     Document Type: Article

References (12)

1. Ackers, A., White, W.R., Perkins, J.A., Harrison, A.J., Weirs and Flumes for Flow Measurements. 1978, John Wiley and Sons, New York.
2. Bos, M.G., Discharge Measurement Structures. 1976, Oxford and IBH Publishing Co, New Delhi.
3. BSI. Thin-Plate Weirs and Venturi Flumes in Methods of Measurements of Liquid Flowin Open Channel. 1959, British Standards Institution, London BS 3680, Part 4, BSI.
4. USBR. Design of Small Canal Structures. Water Resources Technical Publications, United States Department of Interior, Bureau of Reclamation, Denver, Colorado, 1st ed. 1974, Revised reprint 1983.
5. USBR. Water Measurement Manual. Water Resources Technical Publications, United States Department of Interior, Bureau of Reclamation, Denver, Colorado, 2nd ed., 1967, Revised reprint 1984.
6. French, R.H., Open Channel Hydraulics. 1986, McGraw Hill Book Company, New York.
7. Herschy, R.W., Hydrometry: Principles and Practices. 1978, John Wiley & Sons, New York.
8. Swamee, P.K. “Generalized Rectangular Weirs Equations.” Journal of Hydraulic Engineering, ASCE, 114, No. 8 (August, 1988).
9. Chow, V.T., Open Channel Hydraulics. 1959, McGraw-Hill Book Company Ltd, New York.
10. Naudascher, E., Hydrodynamic Forces. 1991, AA Balkema, Rotterdam, The Netherlands Hydraulic Structures Design Manuals Series, No.3,1AHR.
11. Negam, A.M., El-Said, A.A., Alhamid, A.A., Husain, D., Characteristics of Simultaneous Flow Over Weir and Below Inverted V-notches. Civil Engineering Research Magazine, 1994, Civil Engineering Department, Faculty of Engineering, Al-Azhar University, Cairo 16, No. 19.
12. Negam, A.M., Characteristics of Combined Flow Over Weirs and Below Gate with Unequal Contractions. Ches, Irtces, (eds.) Advances in Hydro-Science and Engineering, 1995, Tsinghua University Press, Beijing, China Proceedings of the 2nd Intl. Conf. of Hydroscience and Engineering (ICHE-95), March 22-26, Vol. II, Part A.