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RIVER TRAINING AND FLOOD CONTROL 1 to
STRUCTURAL DESIGN 42 to
WATER STUDIES AND HYDROLOGY 51 to 54 118
103 other sections not shown
afflux alignment amplitude approach channel barrage borehole bridge bucket canal clay cofferdam concrete constructed crest curve depth discharging capacity divide wall dolerite downstream dredging earthquake flood flow conditions foundation frequency gate openings gauge groyne horizontal hydraulic hydraulic jump indicated injection Ithai Kandla length load located m/sec Manipur river metres model studies model tests mºſs º º observed obtained oscillations penstock photoelastic power house project authorities proposed ratio reservoir level reservoir water right bank river rock salinity samples sand scale scale composite scour seismic shear shear stress shown in fig shows side silt ski jump slope soil spillway spur Srisailam Dam stage stilling basin stress Table tailrace channel Tapi river tritium tunnel Ukai Dam upstream upto values velocity vertical vibrations wave height width zone