...DIH BARR; MM DAS; K SIVALOGANATHAN; COLEBROOK WHITE; MANNING; ST VENANT © Thomas Telford and ICE 1982 LANCHESTER POLYTECHNIC SIMULATION SURGES REMOVAL SEPARATING BARRIERS DEEP SHALLOW BODIES WATER PROPAGATION SHOCKS OPEN CHANNELS FLOW METHODS SOLUTIONS ISOLATION...

...DIH BARR; K SIVALOGANATHAN; REYNOLDS; COLEBROOK WHITE; MANNING Proc. Instn Ciu. Engrs, Part 2, 1982,73, June, 473-475 TN 295 DISCUSSION Solutions of thCeolebrook-White function for resistance to uniform turbulent flow D. I. H. BARR Dr K. Sivaloganathan, Coventry (Lanchester) Polytechnic In steady...

...DIH BARR; MANNING; MM DAS; COLEBROOK WHITE; K SIVALOGANATHAN; ST VENANT LANCHESTER POLYTECHNIC COVENTRY POLYTECHNIC NUMERICAL REFLECTION DATA ACCURACY FORMULAE FLOW FRICTION SIMULATION VERIFICATION ASSESSMENT EQUATIONS SOLUTIONS TURBULENT MANNING FORMULA FACTORS DAMS...

...K SIVALOGANATHAN; ST VENANT; T STRELKOFF LANCHESTER POLYTECHNIC COVENTRY POLYTECHNIC © Thomas Telford and ICE 1980 ROUTING STEEP DISCHARGES HYDROGRAPHS OPEN CHANNELS STORMS SEWERS FLOW ST VENANT EQUATIONS UNDULATORY ZONES METHODS SOLUTIONS IMPLICIT EXPERIMENTAL...

... ~ ~ ~ ~ ~ ~ _~ _ _ _ _ _ Written discussion closes 14 November, 1980, for publication in Proceedings, Part 2 * Lanchester Polytechnic, Coventry. t Ibstock Building Products. 835 HULSE, AMBROSE AND LUMBARD of such reinforced brickwork openings, particularly when they are subjected to additional loadings, such asfloor or roof...

...K SIVALOGANATHAN; ST VENANT; LAX WENDROFF © Thomas Telford and ICE 1980 LANCHESTER POLYTECHNIC ACCURACY UNSTEADY FINITE DIFFERENCE BOUNDARIES STANDARD EXPLICIT FLOW EQUATIONS METHODS CIRCULAR OUTFALLS METHODS CHANNELS NUMERICAL ASSESSMENT Proc. lnstn Civ. Engrs, Part...