... ARCHITECTS ENGINEERS FOUNDATIONS LOADING FLOODS LEVELS ARCHES SCOUR COFFERDAMS PIERS DEMOLITION WROUGHT IRON LOADS STRESS DESIGN METHODS SINKING CAISSONS CAUSEWAYS DEPTH CURVES GRADES COSTS PIERS CLAYS LONDON CLAY LAMBETH BRIDGE LONDON THAMES NERBUDDA BRIDGE JUBBULPORE...

... points to thewetted perimeter,and thehydraulic mean depthis a rational factor toemploy. The concept of regime flow involves dynamic equilibrium. If by V , R, S, and f respectively are denoted the mean velocity, hydraulic mean depth, slope, and silt grade, it is possible to derive from...

... deal of other researchwhichwas probably of very muchmore practicalimportance tothe Chief Engineer. Mr. Lacey referred to the fact that a quick way of determining the grade of silt was being workedout in thelaboratory of the Irrigation Research Institute a t Lahore.Captain Gunn, of that Laboratory, had...