.... The theoretical aspects of the designs are then discussed, with special reference to their stability against scour under foundation, safe bearing-pressure distribution, scour on the downstream side, and horizontal pressure due to moving water; formulae used in calculations are also noted. Costs of the two...

...C JAEGER © Thomas Telford and ICE 1948 STEADY FLOW OPEN CHANNELS PROBLEMS APPLICATIONS PRACTICAL THEORY MODELS TESTS MODELLING TESTING GROUNDWATER EROSION DOWNSTREAM HYDRAULIC JUMP SILLS 338 JAEGER ON WATER-HAMMER EFFECTS IN POWER CONDUITS : ACCIDENTS DUE TO WATERHAMMER...

... SYMBOLASND DEFINITIONSOF TERMS. Let h, denote the head above the centre of the orifice on the upstream side. ,, h, ,, ,, head above the centre of the orificeon the downstream side. ,, h ,, ,, effectivheead, h, - h,. ,, Q ,, ,, volume discharged iunnit time. ,, A ,, 1 , area of the orifice. ,, dm...

...R G CLARK; E C HILLMAN; E B BALL; A C DEAN; C E FARRAN; P N FAWCETT; J M LACEY; C M MARSH; J C A ROSEVEARE; J M B STUART; F H TOMES SLUICES PUMPING STATIONS EFFECT FLOODS RELIEF WORKS LEVELS DOWNSTREAM RIVERS FENS PLANT PILES PUMPS RESERVOIRS MODELS PREVENTION CHANNELS FLOW...

...E C HILLMAN © Thomas Telford and ICE 1936 EFFECT FLOODS RELIEF WORKS LEVELS CHANNELS EMBANKMENTS SYSTEMS CALCULATIONS FLOODING PROTECTION IMPROVEMENT BY PASSING FLOW USE RESERVOIRS STORAGE HYDROGRAPHS METHODS DOWNSTREAM RIVERS DISCHARGES NOTTINGHAM UK...

...R G CLARK; E C HILLMAN; W J E BINNIE; J A SANER; E J SILCOCK; W H HAILE; O BORER; G J GRIFFITHS; D G HILL; W M GRIFFITH; A SYKES; C D C BRAINE; B HOWORTH © Thomas Telford and ICE 1936 SLUICES PUMPING STATIONS EFFECT FLOODS RELIEF WORKS LEVELS DOWNSTREAM PROTECTION RIVERS...