The Designing and Construction of Storage Reservoirs

Alternate Current amount ascer available for storage available rainfall bank bankment carry catchment basin center wall chalk climate of India cloth considerable course Croton Aqueduct cubic foot culvert depth designed dimensions discharge districts drainage area earth earthen dam earthwork edition Electric embankment engineer equal escape evaporation extent favorable feet float flood flow foundation freshet gathering grounds gauges geological gineering Graphical Statics height Illustrated India inside irrigation Jacob laid layers length less masonry center masonry dam material ment mode of construction morocco mortar necessary Oxford clay passing pipes pressure of water probable Prof proportion puddle wall question rain rectangular wall REESE LIBRARY regard result rule shown in Fig side slope spill-way springs square miles stones storage reservoirs strata stream suffi sufficient supply surface syphon taken terial thickness tion UNIVERSITY OF CALIFORNIA valley valve vertical waste pit waste weir water-shed water-tight whole