[Azimi, A.H., Rajaratnam, N., Zhu, D.Z., 2014. Submerged flows over rectangular weirs of finite crest length. J. Irrig. Drain. Eng., 140, 5, 06014001, 1–12.10.1061/(ASCE)IR.1943-4774.0000728]Search in Google Scholar
[Bazin, H., 1896. Expériences nouvelles sur l´écoulement en déversoir. 5 article. Annales des ponts et chaussées. Mémoires et documents relatifs à l’art des constructions et au service de l’ingénieur. 2 semestre, Gallica, Paris, pp. 645–731.]Search in Google Scholar
[Berezinsky, A.P., 1950. Carrying Capacity of the Broad-Crested Weir. Vodgeo, Moscow. (In Russian.)]Search in Google Scholar
[Bos, M.G., 1984. Long-Throated Flumes and Broad-Crested Weirs. Martinus Nijhoff/Dr W. Junk Publishers, Dordrecht.10.1007/978-94-009-6225-5]Search in Google Scholar
[Bos, M.G., 1989. Discharge Measurement Structures. Third revised edition. Publication 20. ILRI, Wageningen.]Search in Google Scholar
[Brater, E.F., King, H.W., Lindell, J.E., Wei, C.Y., 1996. Handbook of Hydraulics. McGraw-Hill, New York.]Search in Google Scholar
[Brownlie, W.R., 1981. Compilation of alluvial channel data: Laboratory and field. Report No. KH-R-43B. California Institute of Technology, Pasadena.]Search in Google Scholar
[Bukreev, V.I., 2001. Undular jump in open-channel flow over a sill. Journal of Applied Mechanics and Technical Physics, 42, 4, 596–602.10.1023/A:1019291311567]Search in Google Scholar
[Chanson, H., 2009. Current knowledge in hydraulic jumps and related phenomena. A survey of experimental results. European Journal of Mechanics B/Fluid, 28, 191–210.10.1016/j.euromechflu.2008.06.004]Search in Google Scholar
[Crabbe, A.D., 1974. Some hydraulic features of the square edged broad-crested weir. Water and Water Eng., 78, 10, 354–358.]Search in Google Scholar
[Doeringsfeld, H.A., Barker, C.L., 1941. Pressure-momentum theory applied to the broad-crested weir. Trans. ASCE, 106, 1, 934–946.10.1061/TACEAT.0005353]Search in Google Scholar
[García, M.H., 2008. Sedimentation Engineering: Processes, Measurements, Modelling, and Practice. ASCE, Reston.]Search in Google Scholar
[Goodarzi, E., Farhoudi, J., Shokri, N., 2012. Flow characteristics of rectangular broad-crested weirs with sloped upstream face. J. Hydrol. Hydromech., 60, 2, 87–100.10.2478/v10098-012-0008-1]Search in Google Scholar
[Govinda Rao, N.S., Muralidhar, D., 1963. Discharge characteristics of weirs of finite-crest width. La Houille Blanche, 18, 5, 537–545.10.1051/lhb/1963036]Search in Google Scholar
[Hager, W.H., Schwalt, M., 1994. Broad-crested weir. J. Irrig. Drain. Eng., 120, 1, 13–26.10.1061/(ASCE)0733-9437(1994)120:1(13)]Search in Google Scholar
[Hager, W.H., 2010. Wastewater Hydraulics. Springer, Heidelberg.10.1007/978-3-642-11383-3]Search in Google Scholar
[Harrison, A.J.M., 1967. The streamlined broad-crested weir. Proc. ICE, 38, 4, 657–678.10.1680/iicep.1967.8193]Search in Google Scholar
[Horton, R.E., 1907. Weir Experiments, Coefficients, and Formulas. U.S.G.S., Washington.]Search in Google Scholar
[Idel´chik, J.E., 1966. Handbook of Hydraulic Resistance. Coefficients of Local Resistance and of Friction. Israel Program for Scientific Translations, Jerusalem.]Search in Google Scholar
[ISO 3846, 2008. Liquid flow measurement in open channels by weirs and flumes. Rectangular broad-crested weirs. IOS, Geneva.]Search in Google Scholar
[Kašpar, T., 2015. Influence of the weir width on a discharge coefficient of the broad crested weir. Batchelor thesis. Brno University of Technology, Brno, Czech Republic. (In Czech.)]Search in Google Scholar
[Keutner, C., 1934. Strömungsvorgänge an breitkronigen wehrkörpern und an einlaufbauwerken. Der Bauingenieur, 15, 366–371.]Search in Google Scholar
[Madadi, M.R., Dalir, A.H., Farsadizadeh, D., 2014. Investigation of flow characteristics above trapezoidal broad-crested weirs. Flow Measurement and Instrumentation, 38, 139–148.10.1016/j.flowmeasinst.2014.05.014]Search in Google Scholar
[Major, J., 2013. Influence of upstream face inclination of broad-crested weir on discharge coefficient. Bachelor thesis. Brno University of Technology, Brno, Czech Republic. (In Czech.)]Search in Google Scholar
[Markland, E., Abbott, M.B., Montes, S.S., Allen, J., Smith, C.D., Manning, R., Jaeger, C., Herschy, R.W., Halliwell, A.R. and Hill, J.A., Engel, F.V.A., Williams, J.M., Bunt, E.A., Hall, G.W., 1967. Discussion of the streamlined broad-crested weir. ICE Proc., 38, 657–678.]Search in Google Scholar
[Montes, J.S., Chanson, H., 1998. Characteristics of undular hydraulic jumps: experiments and analysis. J. Hydr. Eng., 121, 2, 192–205.10.1061/(ASCE)0733-9429(1998)124:2(192)]Search in Google Scholar
[Nikolov, N.A., Minkov, I.N., Dimitrov, D.K., Mincheva, S.K., Mirchev M.A., 1978. Hydraulic calculation of a submerged broad-crested weir. Hydrotechnical Construction, 12, 6, 631–634.10.1007/BF02306156]Search in Google Scholar
[Noor Afzal, Bushra, A., Abu Seena, 2011. Analysis of turbulent hydraulic jump over a transitional rough bed of a rectangular channel: universal relations. J. Eng. Mech., 137, 12, 835–845.10.1061/(ASCE)EM.1943-7889.0000294]Search in Google Scholar
[Pavlovskij, N.N., 1937. Hydraulic Reference Book. ONTI, Leningrad. (In Russian.)]Search in Google Scholar
[Rafter, G.W., 1900. On the flow of water over dams. Report on special water-supply investigation. Part II. Appendix No. 16. Transaction of ASCE, 44, 220–398.10.1061/TACEAT.0001433]Search in Google Scholar
[Rumann, J., 2014. Submergence characteristic of low rectangular broad-crested weirs – validation measurement. Slovak University of Technology in Bratislava, Bratislava. (In Slovak.)]Search in Google Scholar
[Sahasrabudhe, S.J., 1972. Discharge characteristics of submerged broad crested weirs. M.E. thesis. University of Rookee, Rookee.]Search in Google Scholar
[Singer, J., 1964. Square-edged broad-crested weir as a flow measurement device. Water and Water Eng., 28, 820, 229–235.]Search in Google Scholar
[Skogerboe, G.V., Hyatt, M.L., Austin, L.H., 1967. Design and Calibration of Submerged Open Channel Flow Measurement Structures: Part 4 – Weirs. Utah State University, Logan.]Search in Google Scholar
[Sreetharan, P.M., 1983. Analytical and experimental investigation of flow measurement by long-based weirs in the rectilinear and curvilinear ranges. PhD thesis. The Hatfield Polytechnic, Hatfield, Hertfordshire, England.]Search in Google Scholar
[Stevens, J.C., Wilm, H.G., Nelidov, I.M., Hackney, J.W., Prentice, T.H., Bakhmeteff, B.A., Curtis, D.D., Rohwer, C., Hedberg, J., 1941. Discussion of “Doeringsfeld, H.A., Barker, C.L., 1941. Pressure-momentum theory applied to the broad-crested weir”. Transactions of the ASCE, 106, 1, 947–967.10.1061/TACEAT.0005427]Search in Google Scholar
[Tim, U.S., 1986. Characteristics of some hydraulics structures used for flow control and measurement in open channels. PhD thesis. Concordia University, Montreal.]Search in Google Scholar
[USACE, 1977. Hydraulic Design Criteria. Low-Monolith Diversion, Discharge Coefficients. USACE, Vicksburg.]Search in Google Scholar
[Villemonte, J.R., 1947. Submerged-weir discharge studies. Eng. News Record, 867, 54–57.]Search in Google Scholar
[Wols, B.A., 2005. Undular hydraulic jumps. M.Sc. Thesis. Delft University of Technology, Delft.]Search in Google Scholar
[Woodburn, J.G., 1932. Tests of broad-crested weirs. Transactions of the American Society of Civil Engineers, 96, 1, 387–416.10.1061/TACEAT.0004394]Search in Google Scholar
[Zachoval, Z., 2015. Broad-crested weirs with rectangular control section. Brno University of Technology, Brno.]Search in Google Scholar
[Zachoval, Z., Mistrová, I., Roušar, L., Šulc, J., Zubík, P., 2012a. Zone of flow separation at the upstream edge of a rectangular broad-crested weir. J. Hydrol. Hydromech., 60, 4, 288–298.10.2478/v10098-012-0025-0]Search in Google Scholar
[Zachoval, Z., Pařílková, J., Roušar, L., 2012b. Velocity measurements in front of rectangular broad-crested weir. In: Chára, Z., Klaboch, L. (Eds.): Proc. 20th Symposium on Anemometry (Holany-Litice, Czech Republic 2006). Institute of Hydrodynamics ASCR, Prague, pp. 81–86. (In Czech.)]Search in Google Scholar
[Zachoval, Z., Roušar, L., 2014. Bed load transport over rectangular broad-crested weir. Brno University of Technology, Brno. (In Czech.)]Search in Google Scholar
[Zachoval, Z., Knéblová, M., Roušar, L., Rumann, J., Šulc, J., 2014a. Discharge coefficient of a rectangular sharp-edged broad-crested weir. J. Hydrol. Hydromech., 62, 2, 145–149.10.2478/johh-2014-0014]Search in Google Scholar
[Zachoval, Z., Roušar, L., Major, J., 2014b. Characteristics of submergence of low rectangular broad-crested weirs. Brno University of Technology, Brno. (In Czech.)]Search in Google Scholar
[Zubík, P., 2006. PIV and LDA flow parameters measurement in the water channel with high negative step. In: Chára, Z., Klaboch, L. (Eds.): Proc. 20th Symposium on Anemometry (Holany-Litice, Czech Republic 2006). Institute of Hydrodynamics ASCR, Prague, pp. 105–114. (In Czech.)]Search in Google Scholar
