Keywords: ONE DIMENSIONAL
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Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1999) 136 (1): 21–33.
Published: 01 March 1999
... PREDICTION DISCHARGES OVERBANK PARAMETERS STEADY STATE ONE DIMENSIONAL NUMERICAL CONTROL HYDRAULICS METHODS FLUMES COMPOUND ANALYSIS Modelling a river channel with distant floodbanks Proc. Instn Civ. Engrs Wat., Marit. & Energy, 1999, 136, Mar., 21±33 D. A. Ervine and A. B. MacLeod & River...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1998) 130 (3): 154–162.
Published: 01 September 1998
...L ANASTASIADOU-PARTHENIOU; P G SAMUELS © Thomas Telford and ICE 1998 ARISTOTLE UNIVERSITY THESSALONIKI HR WALLINGFORD RIVERS MODELS CALIBRATION AUTOMATIC COMPUTATIONAL METHODS PARAMETERS FUNCTIONS HYDROGRAPHS FLOW RESISTANCE HYDRODYNAMICS ONE DIMENSIONAL FINITE...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1996) 118 (3): 196–198.
Published: 01 September 1996
... , , / N 3 (7) description of drawdown curves in chutes that With N , = [ Q 2 / ( g b 2 )'I]3 a s critical flow depth is tested with selectedmodel tests. equation (3) may alsobe written as Governing equations 2. One-dimensional flow in open rectangular channels of width b can be described...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1994) 106 (4): 359–362.
Published: 01 December 1994
... by Kobayashi andWurjanto.' At present, difficult and canmore easily be calculated by a most hydraulic institutes and also somunei- numerical model. versities havea one-dimensional package, 2. Numerical modelling of wave -structure developed by the instituteitself or obtained interaction shows three lineosf...

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