[
Adeyemi, O.I., Oreko, B.U., Abam, J., 2017. Experimental determination of the effect of notch shape on weir flow characteristics using constant head discharge apparatus. Asian J. Curr. Res., 2, 2, 55–64.
]Search in Google Scholar
[
Ali, A.A.M, Ibrahim, M., Diwedar, A.I., 2015. The discharge coefficient for a compound sharp crested V-notch weir. Asian J. Eng. Technol., 3, 5, 494–501.10.1016/j.aej.2015.03.026
]Search in Google Scholar
[
Allerton, R.W., 1932. Flow of water over triangular weirs. Thesis. Princeton University, Princeton.
]Search in Google Scholar
[
Barr, J., 1910. Experiments upon the flow of water over triangular notches. Engineering, 89, 435–437, 470–473.
]Search in Google Scholar
[
Barrett, F.B., 1931. The flow of water over triangular weirs. Thesis. Princeton University, Princeton.
]Search in Google Scholar
[
Barrett, J.M., 1924. A study of the flow of water over triangular weirs and the determination of coefficients of discharge for small heads. Thesis. Utah Agricultural College, Logan.
]Search in Google Scholar
[
Bautista-Capetillo, C., Robles, O., Júnez-Ferreira, H., Playán, E., 2013. Discharge coefficient analysis for triangular sharp-crested weirs using low-speed photographic technique. J. Irrig. Drain. Eng. - ASCE, 140, 3, 06013005.10.1061/(ASCE)IR.1943-4774.0000683
]Search in Google Scholar
[
Bos, M.G., 1989. Discharge measurement structures. 3. ILRI. Caroline, L.L., Afshar, N.R., 2014. Effect of types of weir on discharge. J. Civ. Eng. Sci. Technol., 5, 2, 35–40. https://doi.org/10.33736/jcest.137.201410.33736/jcest.137.2014
]Search in Google Scholar
[
Cone, V.M., 1916. Flow through weir notches with thin edges and full contractions. J. Agric. Res., 5, 23, 1051–1113.
]Search in Google Scholar
[
Cone, V.M., 1917. Construction and use of farm weirs. Farmers’ Bulletin, 813, 1–18.
]Search in Google Scholar
[
Cozzens, H.A., 1915. Flow over V-notch weirs. Power, 42, 21, 714.
]Search in Google Scholar
[
Cuttle, S.P., Mason, D.J., 1988. A flow-proportional water sampler for use in conjunction with a V-notch weir in small catchment studies. Agr. Water Manage., 13, 93–99. https://doi.org/10.1016/0378-3774(88)90135-710.1016/0378-3774(88)90135-7
]Search in Google Scholar
[
Eli, R.N., 1986. V-notch weir calibration using new parameters. J. Hydraul. Eng. - ASCE, 112, 4, 321–325. https://doi.org/10.1061/(ASCE)0733-9429(1986)112:4(321)10.1061/(ASCE)0733-9429(1986)112:4(321)
]Search in Google Scholar
[
Ghodsian, M., 2004. Stage discharge relationships for triangular weir. Int. J. Civ. Eng., 2, 1, 1–7.
]Search in Google Scholar
[
Greve, F.W., 1930. Calibration of 16 triangular weirs at Prude. Eng. News-Rec., 105, 5, 166–167.
]Search in Google Scholar
[
Greve, F.W., 1932. Flow of water through circular, parabolic, and triangular vertical notch-weirs. Eng. Bulletin Purdue University, 40, 2–84.
]Search in Google Scholar
[
Greve, F.W., 1945. Flow of liquids through vertical circular orifices and triangular weirs. Eng. Bull. Purdue University, 29, 3, 1–68.
]Search in Google Scholar
[
Grossi, P., 1961. Su uno stramazzo triangolare in parete sottile, libero, con angolo al vertice molto piccolo (On a thin-plated, free triangular weir with a very small vertex angle). L’Acqua, 4, 99–100. (In Italian.)
]Search in Google Scholar
[
Hattab, M.H., Mijic, A.M., Vernon, D., 2019. Optimised triangular weir design for assessing the full-scale performance of green infrastructure. Water, 4, 11, 773–790. https://doi.org/10.3390/w1104077310.3390/w11040773
]Search in Google Scholar
[
Hertzler, R.A., 1938. Determination of a formula for the 120-deg V-notch weir. Civil. Eng., 8, 11, 756–757.
]Search in Google Scholar
[
Chanson, H., Wang, H., 2012. Unsteady discharge calibration of a large V-notch weir: REPORT No. CH88/12. 1. The University of Queensland, Brisbane, 282355720.10.14264/uql.2016.585
]Search in Google Scholar
[
Chanson, H., Wang, H., 2013. Unsteady discharge calibration of a large V-notch weir. Flow Meas. Instrum., 29, 19–24. https://doi.org/10.1016/j.flowmeasinst.2012.10.01010.1016/j.flowmeasinst.2012.10.010
]Search in Google Scholar
[
ISO 1438, 2017. Hydrometry – Open channel flow measurement using thin-plate weirs. 3. ISO, Geneva.
]Search in Google Scholar
[
Itaya, S., Takenaka, T., 1955. Measurement of oil flow by means of 60° sharp-edged triangular weir. Trans. Jpn. Soc. Mech. Eng., 21, 101, 94–96. (In Japanese.) https://doi.org/10.1299/kikai1938.21.9410.1299/kikai1938.21.94
]Search in Google Scholar
[
JCGM 100, 2008. Evaluation of measurement data — Guide to the expression of uncertainty in measurement. 1. BIPM.
]Search in Google Scholar
[
Ji, K., 2007. Discharge characteristics of V-shaped multi-slit weirs. Thesis. Concordia University, Montreal.
]Search in Google Scholar
[
King, H.W., 1916. Flow of water over right-angled V-notch weir. The Michigan Technic, 29, 3, 189–195.
]Search in Google Scholar
[
Lenz, A.T., 1942. Viscosity and surface tension effects on V-notch weir coefficients. Trans. Am. Soc. Civ. Eng., 351–374.
]Search in Google Scholar
[
Martikno, R., Humaedi, M., Ashat, A., Situmorang, J., Novianto, Hadi, J., 2013. Evaluation of weirs calculation to estimate well capacity: a numerical study. In: Proc. 13th Indonesia International GEOTHERMAL Convention & Exhibition 2013. Jakarta. 332060750
]Search in Google Scholar
[
Martínez, J., Reca, J., Morillas, M.T., López, J.G., 2005. Design and calibration of a compound sharp-crested weir. J. Hydraul. Eng. -ASCE., 131, 2, 112–116. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:2(112)10.1061/(ASCE)0733-9429(2005)131:2(112)
]Search in Google Scholar
[
Mawson, H., 1927. Applications of the principles of dimensional and dynamical similarity to the flow of liquids through orifices, notches and weirs. Proc. Inst. Mech. Eng., 112, 537–547.10.1243/PIME_PROC_1927_112_022_02
]Search in Google Scholar
[
Milburn, P., Burney, J., 1988. V-notch weir boxes for measurement of subsurface drainage system discharges. Can. Agr. Eng., 30, 2, 209–212.
]Search in Google Scholar
[
Numachi, F., Hutizawa, S., 1941a. On the overflow coefficient of a right-angled triangular weir) (2. Notice). J. Soc. Mech. Eng., 44, 286, 286. (In Japanese.) https://doi.org/10.1299/jsmemag.44.286_5_110.1299/jsmemag.44.286_5_1
]Search in Google Scholar
[
Numachi, F., Hutizawa, S., 1941b. On the overflow coefficient of a right-angled triangular weir (2. Notice). Trans. Jpn. Soc. Mech. Eng.,7, 27–3, 5–9. (In Japanese.) https://doi.org/10.1299/kikai1938.7.27-3_510.1299/kikai1938.7.27-3_5
]Search in Google Scholar
[
Numachi, F., Hutizawa, S., 1942a. On the overflow coefficient of a right-angled triangular weir (3. Notice). J. Soc. Mech. Eng., 45, 308, 725. (In Japanese.) https://doi.org/10.1299/jsmemag.45.308_725_210.1299/jsmemag.45.308_725_2
]Search in Google Scholar
[
Numachi, F., Hutizawa, S., 1942b. On the overflow coefficient of a right-angled triangular weir (3. Notice). Trans. Jpn. Soc. Mech. Eng., 8, 33–3, 37–40. (In Japanese.) https://doi.org/10.1299/kikai1938.8.33-3_3710.1299/kikai1938.8.33-3_37
]Search in Google Scholar
[
Numachi, F., Kurokawa, T., Hutizawa, S., 1940a. On the overflow coefficient of a right-angled triangular weir. J. Soc. Mech. Eng., 43, 275, 45. (In Japanese.) https://doi.org/10.1299/jsmemag.43.275_45_210.1299/jsmemag.43.275_45_2
]Search in Google Scholar
[
Numachi, F., Kurokawa, T., Hutizawa, S., 1940b. On the overflow coefficient of a right-angled triangular weir). Trans. Jpn. Soc. Mech. Eng., 6, 22–3, 10–14. (In Japanese.) https://doi.org/10.1299/kikai1938.6.22-3_1010.1299/kikai1938.6.22-3_10
]Search in Google Scholar
[
Numachi, F., Kurokawa, T., Tota, E., 1937. Influence of the surface of the weir edge of a right-angled triangular weir, which projected discontinuously upstream due to the creation of an overlap, on the flow coefficient. Trans. Am. Soc. Mech. Eng., 3, 11, 174–176. (In Japanese.) https://doi.org/10.1299/kikai1935.3.11_17410.1299/kikai1935.3.11_174
]Search in Google Scholar
[
Numachi, F., Saito, I., 1948. On allowable shortest length of channel for triangular notch. J. Soc. Mech. Eng., 51, 357, 229–230. (In Japanese.) https://doi.org/10.1299/jsmemag.51.357_229_210.1299/jsmemag.51.357_229_2
]Search in Google Scholar
[
Numachi, F., Saito, I., 1951. On allowable shortest length of channel for triangular notch. Trans. Jpn. Soc. Mech. Eng., 17, 56, 1–3. (In Japanese.) https://doi.org/10.1299/kikai1938.17.110.1299/kikai1938.17.1
]Search in Google Scholar
[
O’Brien, M.P., 1927. Least error in V-notch weir measurements when angle is 90 degrees. Eng. News-Rec., 98, 25, 1030.
]Search in Google Scholar
[
Piratheepan, M., Winston, N.E.F., Pathirana, K.P.P., 2007. Discharge measurements in open channels using compound sharp-crested weirs. J. Inst. Eng., 40, 3, 31–38. https://doi.org/10.4038/engineer.v40i3.714410.4038/engineer.v40i3.7144
]Search in Google Scholar
[
Pospíšilík, Š., 2020. 2.67° triangular-notch thin-plate weir. In: Juniorstav 2020. ECON Publishing, Brno, pp. 598–603. (In Czech.). https://juniorstav.fce.vutbr.cz/download
]Search in Google Scholar
[
Pospíšilík, Š., 2021. Identification and quantification of uncertainties in the measurement and evaluation of the discharge coefficient of triangular-notch thin-plate weir. In: Juniorstav 2021. ECON Publishing, Brno, pp. 512–517. (In Czech.). https://juniorstav.fce.vutbr.cz/download
]Search in Google Scholar
[
Pospíšilík, Š., 2022. Analysis of the exploration range of triangular–notch thin–plate weirs. In: Juniorstav 2022. 1. ECON Publishing, Brno, pp. 468–474. (In Czech.). https://juniorstav.fce.vutbr.cz/download
]Search in Google Scholar
[
Pospíšilík, Š., Zachoval, Z., Pařílková, J., 2022. Characteristics of velocity field in short flume in front of triangular-notch thin-plate weir. In: Proc. 34th Symposium on Anemometry. Institute of Hydrodynamics CAS, Prague, pp. 40–49. (In Czech.)
]Search in Google Scholar
[
Ramamurthy, A.S., Kai, J., Han, S.S., 2013. V-shaped multislit weirs. J. Irrig. Drain. Eng. - ASCE, 139, 7, 582–585. https://doi.org/10.1061/(ASCE)IR.1943-4774.000057410.1061/(ASCE)IR.1943-4774.0000574
]Search in Google Scholar
[
Reddy, M.S., Reddy, Y.R., 2017. Experimental investigation on the influence of density of fluid on efficiency of V-notch. Int. J. Adv. Sci. Res. Eng., 3, 9, 35–41. https://doi.org/10.7324/%20IJASRE.2017.32515
]Search in Google Scholar
[
Schlag, A., 1962. Note on flow measurement for triangular weir. La Tribune de Cebedeau. Liege, 15, 218, 22–24. (In French.)
]Search in Google Scholar
[
Schoder, E.W., Turner, K. B., 1929. Precise weir measurements. Trans. Am. Soc. Civ. Eng., 1929, 93, 999–1190.10.1061/TACEAT.0004066
]Search in Google Scholar
[
Shen, J., 1981. Discharge characteristics of triangular-notch thin-plate weirs: Studies of flow of water over weirs and dams. Geological survey water-supply paper, 1617-B. U. S. Government Printing Office, Washington.
]Search in Google Scholar
[
Smith, E.S., 1934. The V-notch: Weir for hot water. American Society of Mechanical Engineers, 56, 9, 787–789.
]Search in Google Scholar
[
Smith, E.S., 1935. The V-notch weir for hot water. Trans. Am. Soc. Mech. Eng., 57, 249–250.
]Search in Google Scholar
[
Strickland, T.P., 1910. Mr. James Barr’s experiments upon the flow of water over triangular notches. Engineering, 90, 598.
]Search in Google Scholar
[
Switzer, F.G., 1915. Test of the effect of temperature on weir coefficients. Engineering News, 73, 13, 636–637.
]Search in Google Scholar
[
Thomson, J., 1858. On experiments on the measurement of water by triangular notches in weir boards. In: Proc. Twenty-eight Meeting of the British Association for the Advancement of Science. John Murray, Albemarle street, London, pp. 181–185.
]Search in Google Scholar
[
Thomson, J., 1861. On experiments on the gauging of water by triangular notches. In: Proc. Thirty-first Meeting of the British Association for the Advancement of Science. John Murray, Albemarle street, London, pp. 151–158.
]Search in Google Scholar
[
Thornton, B.M., 1929. Measurement of fluid flow with triangular notches. Power Engineer, 24, 313–315.
]Search in Google Scholar
[
Vatankhah, A.R., Khamisabadi, M., 2019. Stage-discharge relationship for triangular and curved-edge triangular weirs. Flow. Meas. Instrum., 69, 1–10. https://doi.org/10.1016/j.flow-measinst.2019.101609
]Search in Google Scholar
[
Vicena, D., 2020. Minimum head of triangular-notch thin-plate weir. Thesis. BUT, Brno. (In Czech.)
]Search in Google Scholar
[
Viparelli, M., 1947. On the Thompson weir. In: Estratto da Atti Fondazione Politecnica del Mezzogiorno, 3, pp. 1–24. (In Italian.)
]Search in Google Scholar
[
Wirak, L.R., 1934. An investigation of the flow of water over triangular weirs of different angles. Thesis. Princeton University, Princeton.
]Search in Google Scholar
[
Yarnall, D.R., 1912. The V-notch weir method of measurement. J. Am. Soc. Mech. Eng., 34, 2, 1479–1494.
]Search in Google Scholar
[
Yarnall, D.R., 1927. Accuracy of the V-notch-weir method of measurement. Trans. Am. Soc. Mech. Eng., 48, 939–964.
]Search in Google Scholar
