1985 Australasian Conference on Coastal and Ocean Engineering: Christchurch, New Zealand, 2-6 December 1985 : Preprints of Papers, Volume 1Institution of Engineers, Australia, 1985 - Coastal engineering |
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Page 76
... jet is located on the surface while a contour of 0.2 indicates that the jet is close to the bed . The form of these maps indicates an expected trend of the transit- ion from a momentum jet to a buoyant jet which is most rapid for jets ...
... jet is located on the surface while a contour of 0.2 indicates that the jet is close to the bed . The form of these maps indicates an expected trend of the transit- ion from a momentum jet to a buoyant jet which is most rapid for jets ...
Page 80
... jet . CONCLUSIONS The following conclusions were reached on the basis of the ... buoyant jets entering shallow receiv- ing waters was found to be appropriate ... jet was exposed to high simultaneous buoy- ant and momentum forces ) the jet ...
... jet . CONCLUSIONS The following conclusions were reached on the basis of the ... buoyant jets entering shallow receiv- ing waters was found to be appropriate ... jet was exposed to high simultaneous buoy- ant and momentum forces ) the jet ...
Page 187
... buoyant jet effluent prior to its discharge was controlled by a variable speed Masterflex peristaltic pump whose discharge was further controlled via a buffer weir . The simulated effluent was a mixture of ethyl alcohol and distilled ...
... buoyant jet effluent prior to its discharge was controlled by a variable speed Masterflex peristaltic pump whose discharge was further controlled via a buffer weir . The simulated effluent was a mixture of ethyl alcohol and distilled ...
Contents
Future Trends in Engineering Analysis | 1 |
Directional Wave Effects on Coastal and Offshore | 2 |
Ocean Discharge of Sewage is a Treatment Option | 29 |
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1985 Australasian Conference on Coastal and Ocean Engineering ..., Volume 1 No preview available - 1985 |
Common terms and phrases
accretion assessment Australia Bay of Plenty beach profile berm Bream Bay buoyant Catchment channel coast coastal management coastline concentration construction cross section density depth diameter diffuser dilution discharge dispersion dredging dune effects effluent Engineering entrance environment Environmental equation erosion estuary Eyre Peninsula faecal Figure flood flow foredune foreshore groyne harbour hazard Healy Hokitika hydraulic indicated inlet intrusion investigation Kaituna River littoral drift located longshore longshore drift longshore transport Maketu marine material maximum measured metres movement nearshore North occur ocean outfall offshore onshore Ormoc Bay Pauanui period pipe pipeline port problems protection pump Report risers river mouth samples sand seabed seagrass seaward sediment transport sewage shellfish shore shoreline soil spit stability storm wave surface survey Taranaki tidal prism tide Timaru trench tunnel Urenui velocity vertical viruses Wanganui wave height wind Zealand zone