Workshop on Sea Level Rise and Coastal Processes: Palm Coast, Florida, March 9-11, 1988Ashish Jayant Mehta, Robert M. Cushman |
From inside the book
Results 1-5 of 22
Page 51
... U.S. Army Corps of Engineers ( 1984 ) . Solutions to idealized cases are given by Bretschneider ( 1966a ) and Dean and Dalrymple ( 1984 ) . The dependence of these solutions on nominal water depth will be examined in order to postulate ...
... U.S. Army Corps of Engineers ( 1984 ) . Solutions to idealized cases are given by Bretschneider ( 1966a ) and Dean and Dalrymple ( 1984 ) . The dependence of these solutions on nominal water depth will be examined in order to postulate ...
Page 52
... 0.6 9 10 Fig . 5.1 . 2.9 . -3.4 2.7 2.8 2.7 2.7 2.7 11 12 SEPTEMBER , 1961 Measured Storm Surge in Galveston , Texas Area during Hurricane Carla ( adapted from Army Corps of Engineers , 1984 ) . 5.0 4.0 3.0- 2.0 1.0 T / R O 1.0 52.
... 0.6 9 10 Fig . 5.1 . 2.9 . -3.4 2.7 2.8 2.7 2.7 2.7 11 12 SEPTEMBER , 1961 Measured Storm Surge in Galveston , Texas Area during Hurricane Carla ( adapted from Army Corps of Engineers , 1984 ) . 5.0 4.0 3.0- 2.0 1.0 T / R O 1.0 52.
Page 57
... U.S. Army Corps of Engineers ( 1984 ) the wave height H generated by wind speed U blowing over a fetch length F in water depth h is given by the expression F 0.42 = - 0.238 tanh [ 0.53 ( g ) 0.75 0.025 ( U gF tanh ( 5.10 ) U 0.75 tanh ...
... U.S. Army Corps of Engineers ( 1984 ) the wave height H generated by wind speed U blowing over a fetch length F in water depth h is given by the expression F 0.42 = - 0.238 tanh [ 0.53 ( g ) 0.75 0.025 ( U gF tanh ( 5.10 ) U 0.75 tanh ...
Page 76
... U.S. Army Corps of Engineers , 1984 ) . GALVESTON GALVESTON -39 St. GALVESTON SOUTH JETTY Fig . 6.8 76.
... U.S. Army Corps of Engineers , 1984 ) . GALVESTON GALVESTON -39 St. GALVESTON SOUTH JETTY Fig . 6.8 76.
Page 81
... END 25 S LONG BRANCH ) COAST GUARD STATION ARD PARAMADER LONG BRANCH PIER о с E AN ༡ 1km Groin Field at Long Branch , New Jersey ( after Army Corps of Engineers , 1964 ) . Because jetties usually have long life spans , they may 81.
... END 25 S LONG BRANCH ) COAST GUARD STATION ARD PARAMADER LONG BRANCH PIER о с E AN ༡ 1km Groin Field at Long Branch , New Jersey ( after Army Corps of Engineers , 1964 ) . Because jetties usually have long life spans , they may 81.
Other editions - View all
Common terms and phrases
accretion barrier islands beach nourishment bottom friction Bruun Rule channel coast coastal aquifers Coastal Processes coastline compaction continental shelf decrease delta deposition dikes downdrift due to sea East Frisian Islands ecosystems effect of sea eigenanalysis elevation equilibrium erosion estuary eustatic sea level example flood Florida flow fresh water freshwater global groundwater hydraulic hydrodynamic increase inlet interface jetties landward located long-term sea level longshore drift low water marsh mean sea level measurements Mehta Mississippi mm/yr Norderney numerical models occur ocean offshore period predict present pumping region relative sea level RESEARCH NEEDS response to sea rise in sea River salinity salinity intrusion salt water saltwater intrusion sand sea level change sea level rise Seawall seaward sediment transport SHORELINE CHANGE shoreline response shown in Fig stations storm surge structures subsidence superelevation surface tidal range trend U.S. Army velocity vertical water depth water level wave height