References
- AL-KHATIB I. A., 2001: Relationship in Flow Measurement Structures of Symmetrical Rectangular Compound Cross Sections. J. Islamic University of Gaza, Vol. 9, no. 2, p. 11-39.
- BOS M. G., 1989: Discharge Measurement Structures, International Institute for Land Reclamation and Improvement/ILRI, Wageningen, The Netherlands.
- BUKREEV V. I., DEGTYAREV V. V., 2008: Discharge and Energy-Loss Coefficients In Flow Through a Breach in a Trapezoidal Dam. J. Applied Mechanics and Technical Physics, Vol. 49, No. 1, pp. 53-57.10.1007/s10808-008-0007-5
- CLEMMENS A. J., WAHL T. L., BOS M. G., REPLOGLE J. A., 2001: Water Measurement with Flumes and Weirs. International Institute for Land Reclamation and Improvement/ILRI, Wageningen, the Netherlands.
- ČSN ISO 3846 (25 9332), 1994: Liquid flow measurement in open channels by weirs and flumes. Rectangular broad-crested weirs.
- ČSN ISO 3847 (25 9333), 1997: Measurement of liquid flow in open channels by weirs and flumes. End-depth method for estimation of flow in rectangular channels with a free over-fall.
- ČSN ISO 4362 (25 9335), 1995: Measurement of liquid flow in open channels. Trapezoidal profile weirs.
- ČSN ISO 4374 (25 9337), 1997: Liquid flow measurement in open channels. Round-nose horizontal broad-crested weirs.
- ČSN ISO 8333 (25 9339), 1997: Measurement of liquid flow in open channels by weirs and flumes - V-shaped broad-crested weirs.
- EL-ALFY K. S., 2005: Effect of Vertical Curvature of Flow at Weir Crest. Ninth International Water Technology Conference, IWTC9, Sharm El-Sheikh, Egypt, pp 249-262.
- FRITZ H. M., HAGER W. H., 1998: Hydraulics of Embankment Weirs. J. Hydraul. Engng., September, Vol. 124, No. 9, pp. 963-971.10.1061/(ASCE)0733-9429(1998)124:9(963)
- GARCÍA M. H., 2008. Sedimentation Engineering. Processes, Measurements, Modeling, and Practice. ASCE Manuals and Reports on Engineering Practice No. 110, ASCE 2008. ISBN 13: 978-0-7844-0814-8.
- GÖGÜŞ M., DEFNE Z., ÖZKANDEMIR V., 2006: Broad-Crested Weirs with Rectangular Compound Cross Sections. J. Irrig. Drain. Engng., ASCE, Vol. 132, No. 3, May/June, pp. 272-280.10.1061/(ASCE)0733-9437(2006)132:3(272)
- GONZALEZ C. A., CHANSON H., 2007: Experimental Measurements of Velocity and Pressure Distributions on a Large Broad-Crested Weir, Flow Measurement and Instrumentation, Vol. 18, Issues 3-4, June-August 2007, pp. 107-113.10.1016/j.flowmeasinst.2007.05.005
- HAGER W. H., 1993: Breitkroniger Überfall. Wasser, Energie, Luft.
- HAGER W. H., SHWALT M., 1994: Broad-crested Weir. J. Irrig. Drain. Engng., Vol. 120, No. 1, pp. 13-26.10.1061/(ASCE)0733-9437(1994)120:1(13)
- HALL G. W., 1962: Analytical Determination of the Discharge Characteristics of Broadcrested Weirs Using Boundary Layer Theory. Proc.-Inst. Civ. Eng., Vol. 22, Issue 2, pp. 172-190.10.1680/iicep.1962.11087
- HULSING H., 1968: Measurement of Peak Discharge at Dams by Indirect Method. Application of Hydraulics, Book 3, Chapter A5. USGS, United States Government Printing Office, Washington.
- KHOSROJERDI A., KAVIANPOUR M. R., 2002: Hydraulic Behavior of Straight and Curved Broad Crested Weirs, Proc., 5th Int. Conf. on Hydroscience Engineering, IAHR, Warsaw, Poland.
- KISELEV P. G., 1972: Handbook on hydraulic calculations. (In Russian.) Energija, Moscow, 312 p.
- KOLÁŘ V., PATOČKA C., BÉM J., 1983: Hydraulics. SNTL, Prague 1983.
- MOSS W. D., 1972: Flow separation at the upstream edge of a square-edged broad-crested weir. J. Fluid Mech., 52, 2, p. 307-320.10.1017/S0022112072001430
- MUNSON B. R., YOUNG D. F., OKIISHI T. H., 1994: Fundamentals of Fluid Mechanics. 2nd edition, John Wiley, New York, 893 p.
- PAŘÍLKOVÁ J., PÁNA P., ŘÍHA J., ZACHOVAL Z., 2009: The findings from experimental research into dike spillways. Xii. International Scientific Conference, FCE, BUT, Czech Republic, ISBN 978-80-7204-629-4.
- PICEK T., HAVLÍK A., 2008: Calculation of discharge above entirely submerged bridge deck - application of weir equation. J. Hydrol. Hydromech., 56, 2008, 2, 82-87.
- SARKER M. A., RHODES D. G., 2004: Calculation of Free-Surface Profile over a Rectangular Broad-Crested Weir, Flow Measurement and Instrumentation, Vol. 15, pp. 215-219.10.1016/j.flowmeasinst.2004.02.003
- SCHLICHTING H., 1979: Boundary-Layer Theory. McGraw-Hill, Inc. 817 p. ISBN 0-07-055334-3.
- USACE, 1992: Hydraulic Design of Spillways - engineer manual. Department of the Army, U. S. Army Corps of Engineers, 170 p.
- USBR, 2001: Water Measurement Manual. A Water Resources Technical Publication. U. S. Department of the Interior Bureau of Reclamation. 3rd edition, Revised reprint. 485 p. ISBN: 0-16-061763-4
- VILLEMONTE J. R., 1947: Submerged weir discharge studies, Engineering news record, Vol. 139, pp. 54-57.
- WOLS B., UIJTTEWAAL W., LABEUR R. J., STELLING G., 2006: Rapidly Varying Flow Over Oblique Weirs, the 7th Int. Conf. on Hydroscience and Engineering (ICHE-2006), Sep 10-Sep 13, Philadelphia, USA.
- YEN B. C., 2002: Open channel flow resistance. J. Hydraul. Engng., ASCE, 128, 20-39.10.1061/(ASCE)0733-9429(2002)128:1(20)
- ZACHOVAL Z., VESELÝ J., PAŘÍLKOVÁ J., 2009: Determination of the discharge coefficient of a trapezoidal broad-crested weir with a rough surface. Symposium of hydro technicians 2009, Brno, Czech Republic. pp. 88-94. ISBN 978-80-214-3883-5.