A-jump in horizontal inverted semicircular open channels
Tài liệu tham khảo
Nabavi, Seyed Vahid, End depth as measuring device in inverted semicircular channels. In: 3rd IASME/WSEAS int. conf. on water resources, hydraulics & hydrology (WHH ‘08). University of Cambridge, UK; 2008. p. 23–5.
Chow, 1959
Swamee, 2004, Exact solution for sequent depths problem, J Irrig Drain Eng, ASCE, 130, 520, 10.1061/(ASCE)0733-9437(2004)130:6(520)
Rajaratnam, 1974, Flow characteristics of sloping channel jumps, Proc ASCE J Hydr Div, 100, 731, 10.1061/JYCEAJ.0003975
Au-Yeung, 1972, Solution of hydraulic jump in horizontal channels by graphs, J Hydr Div, ASCE, 98, 1465, 10.1061/JYCEAJ.0003396
Kazemipour AK, Apelt CJ. Shape effects on resistance to flow in smooth semi-circular channels. The smithsonian/NASA astrophysics data, system; 11/1980.
Stahl, 1999, Hydraulic jump in circular pipes Canadian, J Civil Eng, 26, 368
Dey, 2001, Flow measurement by the end-depth method in inverted semicircular channels, J Flow Meas Instrum, 12, 10.1016/S0955-5986(01)00029-2
Gargano, 2002, Undular hydraulic jumps in circular conduits, J Hydr Eng, ASCE, 128, 10.1061/(ASCE)0733-9429(2002)128:11(1008)
Ead SA, Ghamry HK. Hydraulic jumps in circular conduits. In: Annual conference of the canadian society for civil engineering montréal, Québec, Canada June 5-8; 2002.
Dey, 2003, End–depth in inverted semicircular channels: experimental and theoretical studies, Nord Hydrol, 35, 73, 10.2166/nh.2004.0006
Mitchell, 2008, Hydraulic jumps in trapezoidal and circular channels, Proc ICE – Water Manage, 161, 161, 10.1680/wama.2008.161.3.161
Qu, 2010, Development and experimental verification of a mathematical expression for the discharge rate of a semi-circular open channel, Int J Agri Biol Eng, 3
Hager, 1988, Mobile flume for circular channel, J Irrig Drain Eng, ASCE, 114, 520, 10.1061/(ASCE)0733-9437(1988)114:3(520)