PIANC Open Teaching Material



clm010691.jpg
clm010691.jpg
Full scale monitoring of an experimental module (mose) during the design process, Venice Italy (fig 108 from Eurpean Coasts)
clm010692.jpg
clm010692.jpg
Surviving "murazzi" seawall at Caroman, as build around 1740, with successive work and rock revetment (fig. 109 from European Coast, originally from Franco & Tomasiccio, 1992)
clm010693.jpg
clm010693.jpg
Pellestrina before reconstruction work started (maintenance reinforcing of the rock revetmetn is underway on the left) (fig 110 from European Coasts)
clm010694.jpg
clm010694.jpg
Wave attack on dunes during a storm surge, the Netherlands (fig 111 from European Coasts)
clm010695.jpg
clm010695.jpg
Eroded dunes after a strom surge, Texel, The Netherlands (fig 112 from European Coasts)
clm010696.jpg
clm010696.jpg
Model measurements with measuring equipment on the bridge, the Netherlands (fig 113 from European Coasts)
clm010697.jpg
clm010697.jpg
Wave attacking a model dune during the test (the Netherlands, fig 114 from Eurpean Coasts)
clm010698.jpg
clm010698.jpg
Eroded dune profile at the end of the test, the Netherlands (fig 115 from European Coasts)
clm010699.jpg
clm010699.jpg
Comparison of a measured erosion profile with a calculated erosion profile (fig. 116 from European Coasts, originally from Steetzel, 1993)
clm010701.jpg
clm010701.jpg
North Wirral Coast Defences, near Liverpool; fig 117 from "European Coiasts"
clm010702.jpg
clm010702.jpg
One of the artificial reefs at low water, Wirral Coast, UK, fig 118 from "European Coasts"
clm010703.jpg
clm010703.jpg
A wave-absorbing slope constructed in front of the old sea wall, North Wirral Coast, UK, fig 119 from "European Coasts"
clm010704.jpg
clm010704.jpg
Results of a computer modelling used to evaluate the wave conditions around breakwaters, after copeland, 1985; fig 120 from European Coasts
clm010705.jpg
clm010705.jpg
This sloping seawall was roughened to inhibit wave uprush and to reduce the longshore current immediately in front of it; fig 121 from "European coasts"
clm010706.jpg
clm010706.jpg
Equipement is used to monitor the precast units for signs of corrosion of the steel reinforcement; fig 122 from "European Coasts"
clm010707.jpg
clm010707.jpg
Port of Zeebrugee, with "old" western mole; fig 123 from "European Coasts"
clm010708.jpg
clm010708.jpg
Lay-out of the new breakwater of Zeebrugge; fig 124 from "European Coasts"
clm010709.jpg
clm010709.jpg
Cross-sections of the Zeebrugge breakwaters; fig 125 from "European Coasts"
clm010710.jpg
clm010710.jpg
Construction stages of the Zeebrugee Breakwater; fig 126 from "European Coasts"
clm010711.jpg
clm010711.jpg
A breakwater armoured with HARO blocks (Zeebrugge), fig 127 from "European Coasts"
clm010712.jpg
clm010712.jpg
Cross-section of the nourished beach n-e of Zeebrugge; fig 128 from "European coasts"
clm010713.jpg
clm010713.jpg
The Ebro delta, spain, fig 129 from European coasts
clm010714.jpg
clm010714.jpg
main dams in the Ebro; fig 130 from European Coasts
clm010715.jpg
clm010715.jpg
Shoreline positons of the Ebro delta in 1957, 1973 and 1989, from "European Coasts"
clm010716.jpg
clm010716.jpg
Yearly sediment budgets and net transport rates (sourtern hemidelta of Ebro), fig 133 of "European Coasts"
clm010717.jpg
clm010717.jpg
Yerly sediment budgets and net transport rates (northern hemidelta of Ebro), fig 134 of "European Coasts"
clm010718.jpg
clm010718.jpg
Coastal terms in 8 languages; from European Coasts
clm010719.jpg
clm010719.jpg
photo locations in "European Coasts" (NW Europe)
clm010720.jpg
clm010720.jpg
Photo locations "European Coasts" (rest of Europe)
clm010721.jpg
clm010721.jpg
Terminology of a sandy beach profile (fig 5 from "European Coasts")


Previous Home Next
1 2 3 4 5