.... M. Inst. C.E., confirm this.1 Again, no measurable effectwas obtained when the piers were roughened by sprinkling fine sand (60-80 mesh) on a damp coat of varnish over the sides of the piers. Test lb.-In extension of the experiment, a systematic test was made by varying the depth of water...

...G S COLEMAN © Thomas Telford and ICE 1932 DEPTH FLOW OPEN CHANNELS NON UNIFORM UNIFORM GRADIENTS DISCHARGES EQUATIONS SELECTED ENGINEERING PAPERS. BEINGORIGINALCOMMUNICATIONSORDERED RY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 124. THE CRITICAL DEPTH OF FLOW IN OPEN...

...C J GYDE UNION PUBLIC WORKS DEPT CLEVELAND BRIDGE & ENGINEERING BRIDGES FOUNDATIONS MODERATE DEPTH CONSTRUCTION SUBSTRUCTURES RIVERS REINFORCED CONCRETE CAISSONS CYLINDERS SINKING PILES DRIVING STEEL SHEETPILING ABUTMENTS CAPE PROVINCE NATAL SOUTH...