يعرض 1 - 2 نتائج من 2 نتيجة بحث عن '"relative height of the wall"', وقت الاستعلام: 0.34s تنقيح النتائج
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    Academic Journal

    المساهمون: Національний університет “Львівська політехніка”, Lviv Polytechnic National University

    جغرافية الموضوع: Львів, Lviv

    وصف الملف: 63-68; application/pdf; image/png

    Relation: Theory and Building Practice, 2 (2), 2020; Azimi, A. H., Rajaratnam, N., Zhu, D. Z. (2013). Discharge characteristics of weirs of finite crest length with; upstream and downstream ramps. Journal of Irrigation and Drainage Engineering, 139(1), 75–83.; Badr, K., Mowla, D. (2014). Development of rectangular broad-crested weirs for flow characteristics and; discharge measurement. KSCE Journal of Civil Engineering, 19(1), 136–141. DOI:10.1007/s12205-012-0433-z.; Bolshakov, V. A. (1984) Spravochnyk po gidravlike. Kyiv, Vyshcha shkola, 343 pp. (in Russian).; Нager, W. H., Schwalt, M. (1994). Broad-crested weir. Journal of Irrigation and Drainage Engineering, 120(1), 13–26. doi.org/10.1061/(ASCE)0733-9437(1994)120:1(13); Govinda Rao, N. S., Muralidhar, D. (1963). Discharge characteristics of weirs of finite-crest length. La; Houille Blanche, 5, 537–545. doi.org/10.1051/lhb/1963036; Guven, A., Hassan, M., Sabir, S. (2013). Experimental investigation on discharge coefficient for a combined; broad crested weir-box culvert structure. Journal of Hydrology, 500, 97–103. doi.org/10.1016/j.jhydrol.2013.07.021; Jalil, S. A., Ibrahim, S. S., Jafer, R. A. (2014). Surface roughness effects on discharge coefficient of; broad crested weir. Research Journal of Applied Sciences, Engineering and Technology, 7(24), 5227–5233.; Konstantinov, Yu. K., Hizha, O. O. (2006). Inzhenerna hidravlika. Kyiv, Slovo, 432 pp. (in Ukrainian).; Kulkarni, K. H., Hinge, G. A. (2020). Experimental study for measuring discharge through compound broad; crested weir. Flow Measurement and Instrumentation, 75, 101803. doi.org/10.1016/j.flowmeasinst.2020.101803; Rekomendatsii po gidravlicheskomu raschetu vodoslivov. Ch. I. Priamye vodoslivy. Leningrad, Energia, 1974, 58 pp. (in Russian).; Rohalevych, Yu. P. (2010). Hidravlika. Kyiv. Vyshcha shkola. 431 pp. (in Ukrainian).; Salmasi, F., Poorescandar, S., Dalir, A. H., Zadeh, D. F. (2011). Discharge relations for rectangular broadcrested weirs. Tarim Bilimleri Dergisi, 17(4), 324–336.; Sturm, T. W. (2001). Open Channel Hydraulic. McGraw-Hill Series in Water Resources and Environmental; Engineering, 500.; Zachoval, Z., Knéblová, M., Roušar, L., Rumann, J., Šulc, J. (2014). Discharge coefficient of a rectangular; sharp-edged broad-crested weir. Journal of Hydrology and Hydromechanics, 62(2), 145–149. DOI:10.2478/johh2014-0014; Zhuk, V., Matlai, I., Popadiuk, I., Vovk, L. (2020). Discharge coefficient of broad-crested weirs as function; of the relative weir length and height for weirs with large length to head ratios. Theoretical and scientific; foundations of engineering: collective monograph. International Science Group. Boston, Primedia eLaunch, 96–101.; (in Ukrainian). DOI : 10.46299/isg.2020.MONO.TECH.II; Nager, W. H., Schwalt, M. (1994). Broad-crested weir. Journal of Irrigation and Drainage Engineering, 120(1), 13–26. doi.org/10.1061/(ASCE)0733-9437(1994)120:1(13); Discharge Coefficient of Broad-crested Weirs as a Function of the Relative Weir Height for Different Weir Lengths / Volodymyr Zhuk, Ivan Matlai, Ihor Popadiuk, Lesya Vovk, Vladyslav Rehush // Theory and Building Practice. — Lviv : Lviv Politechnic Publishing House, 2020. — Vol 2. — No 2. — P. 63–68.; https://ena.lpnu.ua/handle/ntb/56589