... variables in the case of partially full pipe flowisreviewed. It is assumed thatthe Colebrook-White function is adoptedto determine the interrelation of variables, and that explicit working is desirable. To provide an explicit numerical method for the problem of determination of depth of flow, the concept...

...JJJ CHEN; COLEBROOK WHITE; PRANDTL; REYNOLDS; BLASIUS SYSTEMATIC EXPLICIT SOLUTIONS EQUATIONS FLOW PIPES VALUE REYNOLDS NUMBERS ACCURACY FORMULAE FRICTION FACTORS ROUGH SMOOTH Proc. Instn Ch.Engrs, Part 2,1985,79,June, 383-389 TECNHONTICEAL 431 WATER ENGINGEERROIUNPG Systematic...

...JJJ CHEN HONG KONG UNIVERSITY PIPES FRICTION FACTORS EXPLICIT FORMULAE ESTIMATING EQUATIONS PREDICTION FLOW CALCULATIONS ONSITE ACCURACY SURVEYS LITERATURE Proc. Instn Ciu. Engrs, Part 2, 1984,77, Mar., 49-55 TECHNICAL NOTE 400 A simple explicit formula...

...DIH BARR; MM DAS; JJ STOKER; COLEBROOK WHITE; ST VENANT; FORTRAN © Thomas Telford and ICE 1981 STRATHCLYDE UNIVERSITY JORHAT ENGINEERING COLLEGE ASSAM SIMULATION SEPARATION DEEP NUMERICAL DAMS EXPLICIT GRIDS REFLECTION RECTANGULAR FORMULAE SURFACE EXPERIMENTS DATA...

...K SIVALOGANATHAN © Thomas Telford and ICE 1980 ACCURACY EXPLICIT METHODS UNSTEADY FLOW CHANNELS Corrigenda to TN 254 Accuracy of explicit methods of unsteady flow computation in channels. K. Sivaloganathan. Published in Proc. Instn Civ. Engrs, Part 2, 1980, 69, Mar., 199-207...

...HR EVANS; AR TAHERIAN Proc. Instn Ciu. Engrs, Part 2,1980, 69, June, 403-424 8330 A desiganid for shear lagcalculations H. R. EVANS* A. R. TAHERlANt A semi-empirical method, termed the 3-bar method, for calculation of shear lag effects in box girders is described. Explicit solutions for different...

...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...

... ofbulkliquid storagetanks.Thenon- linear, large strain finite difference method and explicit Lagrange computer code are described in generaltermsandtheresults of threestudiespresented,representing possible foundationconditions. These demonstratethatconsiderableedge-cutting must be expected for tanks founded...

...DG WILLIAMS; D PARRY; AC WALKER; PA FRIEZE EXPLICIT INITIAL DEFORMATION MESHES SOLUTIONS DEFORMATION COMPRESSION COLLAPSE DESIGN PLATES IMPERFECTIONS Proc. Instn Cio. Engrs, Part 2, 1976, 61,Sept, 583-586 7858 DISCUSSION Explicit solutions for the design of initially deformed...

... SMOOTH SOLUTIONS EXPLICIT PIPES FRICTION REYNOLDS NUMBERS TURBULENT Proc. Instn Ciu. Engrs, Part 2, 1916,61, June, 489-491 TN 128 DISCUSSION Two additional methods of direct solution of theColebrook-White function D. I.'H. BARR Mr T. R. Fietz, SeniorLecturer inCivil Engineering, University...

... must have its own set of curves for deflexion, stresses, moments andso on. 3. In this Paper a method is presented which obviates these difficulties by defining the non-linear plate relationships in explicit and simple mathematical form. The approach developed is based on theuse of a perturbation method...

... ISOTROPY CONNECTIONS SLIP STEEL STRESS ORTHOTROPIC SUPPORTS EFFECTIVE BEAMS INTERACTION CONTINUOUS REPRESENTATION EXPONENTIAL APPLIED ASYMMETRIC POINTS EXPLICIT MODULUS ELASTIC CONNECTORS FLANGES TWO SPAN POINTS On the influence curves for effective widths in non-prismatic...