... of the results from four short reaches shows that the model parameters exhibit a sensible relationship with river discharge and, moreover, that they can be combined in a simple, non-dimensional ratio which remains essentially constant for each reach over the complete range of discharges encountered during...

...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...

...P J DRURY © Thomas Telford and ICE 1963 TANGANYIKA MINISTRY OF AGRICULTURE REGIMES TIDAL REACHES RIVERS MODIFICATION WORKS PROJECTS RESERVOIRS WATER CONTROL MOUTHS ACCRETION SILTATION INVESTIGATIONS HYDROLOGY HYDROGRAPHY DRAINAGE ESTUARIES ABARY RIVER MAHAICA...

...E S CRUMP DESIGN PIPELINES BURIED REACHES RIVERS FLOW MODELS TESTS CRUMOPPNOINTS OF INTEREST IN THE DESIGN OF A STEEPLYGRADED PIPELINE 861 Paper No. 6013 ''Points of Interest in the Design of a Steeply Graded Pipeline " by Edwin Samuel Crump, C.I.E. (Ordered by the Council...