...W H HAGER SWISS FEDERAL TECHNOLOGY INSTITUTE EXPERIMENTS STANDARD SPILLWAYS FLOW GEOMETRY DAMS PROFILES CURVATURE CONTINUOUS PRESSURE CHANNELS INVERTS PRISMATIC TWO DIMENSIONAL VELOCITY CREST COEFFICIENTS DISCHARGES DOWNSTREAM CHUTES SLOPES INSTRUMENTATION PUMPS...

... BRIDGES BOX GIRDERS PRISMATIC NULSE PRAGUE CZECHOSLOVAKIA EUROPE Proc. Instn Cio.Engrs, Part 2,1983,75, Sept.,363-311 PAPER 8609 Folded plates with deformable end cross-sections v. KkiSTEK, PhD, DSc* A solution is presented for the analysis of prismatic folded plates with arbitrary...

...A KUMAR; C NALLURI; IM GOODWILL © Thomas Telford and ICE 1980 NEWCASTLE UNIVERSITY LEEDS UNIVERSITY GRADUALLY PROFILES SLOPING EQUATIONS NUMERICAL STEPS PRISMATIC VARIED HORIZONTAL CHANNELS COMPUTERS SOLUTIONS STANDARD SURFACE ADVERSELY CIRCULAR METHODS...

... TRIANGULAR MODIFIED FLOW HEADS DISTANCE CLOSED PRISMATIC GRADUALLY GRADUAL Proc. Instn Ciu. Engrs, Part 2, 1979,67, June, 435-452 8212 Graduavllayriseudrfapcreofiles in horizontal and adversely sloping channels A. KUMAR, BE(Poona). DHE(Delh)* Surfaceprofilesinrectangular,trapezoidal,circular...

...DJ UZOMAKA © Thomas Telford and ICE 1977 NIGERIA UNIVERSITY NSUKKA NIGERIAN STANDARDS ORGANISATION APPRAISAL PHYSICAL BLOCKS CODES PREPARATION MODIFICATION ABSORPTION MATERIALS PRISMATIC SAND LEAN PORTLAND LINEAR METHODS STANDARDS COMPREHENSIVE SPECIMENS APPROXIMATE...

...AD EDWARDS © Thomas Telford and ICE 1977 IMPERIAL COLLEGE DEPARTMENT OF THE ENVIRONMENT STRUCTURAL BOX WEBS SHEAR SINGLE PRISMATIC PRECAST RATIOS SPECIMENS LOADS STRAIN COLLAPSE NON LINEAR MODELS DIMENSIONS BEHAVIOUR BEAMS COMBINED CONSTRUCTION CELLS LONGITUDINAL...

...DR PLUM; MR HORNE ANALYSIS BEAMS SPANS PRISMATIC COMPOSITION CHARACTERISTICS METHODS HINGES DEFLECTION CONTINUOUS PARTIAL LOADS ELASTIC LINEAR CONNECTIONS SOLUTIONS TESTS ESTIMATING COMPOSITE INTERACTION CONCENTRATED MATERIALS SLIP APPROXIMATE ROTATION FORCES ACCURACY...

...KHM ALI; A RIDGWAY; REYNOLDS DEVELOPMENT CHANNELS RELATIONS REYNOLDS NUMBERS COEFFICIENTS VALUE PATTERNS VARIABLE CONTOURS ZONES FLOW TRAPEZOIDAL LENGTH VELOCITY EXPERIMENTS FUNCTIONS PROFILES TURBULENT OPEN VARIATIONS PRISMATIC TRIANGULAR ENTRY DISTRIBUTION THEORY...

...RA WALLER © Thomas Telford and ICE 1971 W S ATKINS DESIGN VIBRATIONS PRISMATIC DYNAMICS GUSTING TALL CONTROL DAMPED REDUCTION STRUCTURES WIND DAMPING ABSORBERS 7361 The design of tall structureswith particular reference to vibration R. A. WALLER, MA. MlnstHE...

.... Allthesedeviceshave a common feature, in that the entrance of the structure is streamlinedinorder to obtain a uniformvelocityprofile.Downwards from the entrance the structure is prismatic and horizontal. It appears that the dischargeis a simple function of the energy head before the structure and the boundary layer...

...KI MAJID; M WILLIAMSON; F SAWKO; R J COPE; W H JENKINS; G C DE JESUS; J B BELLAMY; I C MEDLAND; C C VAO; J KHANNA; M A KHAN © Thomas Telford and ICE 1968 LINEAR COMPUTERS THREE DIMENSIONAL PLATES SKELETAL PRISMATIC METHODS SLABS IN PLANE ANALYSIS PROGRAMS STIFFNESS ELEMENTS...

...A A SMITH; J S YOUNGER © Thomas Telford and ICE 1968 STRATHCLYDE UNIVERSITY COMPUTERS ANALYSIS CHANNELS FLOW APPROXIMATION STEADY STATE SCREENS REACHES HYDRAULIC HEADS PROGRAMS AIDED DESIGN DIGITAL ACTION EQUIVALENT PROBLEMS PROFILES NON PRISMATIC JUMP PRISMATIC...

...K I MAJID; M WILLIAMSON © Thomas Telford and ICE 1967 SIMON ENGINEERING LABORATORIES MANCHESTER UNIVERSITY LINEAR STRUCTURES PRISMATIC FORCES PROGRAMS STIFFNESS DISPLACEMENT WALLS ANALYSIS COMPUTERS PLATES PLANE METHODS MATRIX TRANSFORMATION NON ORTHOGONAL COMPLETE...

...L R L WANG © Thomas Telford and ICE 1966 RENSSELAER POLYTECHNIC INSTITUTE BEAMS ELASTIC ENDS RESTRAINT INFLUENCE EDGES DESIGN SINGLE SPAN CONDITIONS PLASTIC PRISMATIC Synopsis Paper No. 6983 BEAM WITH ELASTIC END RESTRAINTS by L. R-L. Wang, %.D., M.S.C.E., B.S.C.E...

... walls and bed. CONCLUSIONS 30. Relationships, both theoretical and experimental, have been established between the upstream and downstream depths at the junction of prismatic rectangular channels. Proportionate energy loss relationships have also been derived. These data clearly indicate the generally...

...W FRAZER FICAZEK ON TEE BEHAVIOUR OF SIDE WEIRS IN PRISMATICRECTANQULARCHANNELS 306 Hydraulics Paper No. 14 THE BEHAVIOUR OF SIDE WEIRS IN PRISMATIC RECTANGULARCHANNELS bY * Professor William Frazer, B Ph.D., A.M.I.C.E., A.M.1.Mech.E. RYKOPSIS This Paper reports the results of a series...