...N S BOULTON © Thomas Telford and ICE 1951 FLOW PATTERNS GRAVITY WELLS UNIFORM WATER BEARING MEDIA FORMS FREE SURFACES CHARACTERISTICS RELAXATION CALCULATIONS METHODS SAND MODELS ELECTRICAL HYDRAULIC FORMULAE DISCHARGES SURFACES SEEPAGE SHAFTS VELOCITY DISTRIBUTION...

... or less parallel to it. Raising of the bottom of the flow system would therefore cause only a very slight change in the free surface of the nappe ; he-h, would remain the same, whilst h, would vary considerably. It wouldbe worthwhile to compare hL-h8 with re,or better still, perhaps, with re-rw. Fig. 10...

...JOISUBCOMSPECEM © Thomas Telford and ICE 1937 INSTITUTION RESEARCH COMMITTEE JOINT SUBCOMMITTEE ON SPECIAL CEMENTS JOISUBCOMSPECEM MEASUREMENT FREE SHRINKAGE CRACKING CEMENT CONCRETE STRESS CRACKS 272 ENGINEERIXG RESEARCH. ENGINEERING RESEARCH. THE INSTITUTIONRESEARCH...