RESEARCH AND ENGINEERING FOR ICZM IN POLAND
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1 ICZM in a climate change perspective Important issues for the Baltic Sea Lubiatowo, June 2008 RESEARCH AND ENGINEERING FOR ICZM IN POLAND Rafał Ostrowski, Marek Skaja & Marek Szmytkiewicz Institute of Hydro-Engineering of the Polish Academy of Sciences (IBW PAN) Kościerska 7, Gdańsk, Poland (
2 Act of Parliament of Republic of Poland (28 March 2003) on establishment protection of sea coast against erosion implementation of long-term Coastal Protection Programme stabilization of shoreline position according to configuration in year 2000 and prevention of beach loss monitoring of the coast and research activities aimed at determination of current condition of the coast in order to indicate necessary measures aimed at the rescue of sea coast responsibility for supervision (Ministry) and implementation (Maritime Offices) allocation of funds determination of protective methods (beach fills, modernization of shore protection structures, erection of new structures, cliff drainage) distribution of awarded funds along the coast Governmental Directive (29 April 2003) on determination of the width of the coastal technical/protective belt definition of the technical belt width for shore segments a) with dunes b) with cliffs c) without dunes or cliffs d) built up by coastal structures
3 RUSSIA B A L T I C S E A USTKA CRS LUBIATOWO LEBA WLADYSLAWOWO HEL Gulf of Gdansk GDANSK (IBW PAN) Pomeranian Bay KOLOBRZEG FINLAND SWINOUJSCIE NORWAY ESTONIA Location of the Polish coast in the south Baltic Sea DENMARK SWEDEN Pomeranian Gulf B A L T I C S E A LATVIA LITHUANIA RUSSIA BELARUS GERMANY P O L A N D
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5 Maritime Office in Słupsk Maritime Office in Gdynia Maritime Office in Szczecin Erosive and flooding threats on Polish coast
6 Types and locations of shore protection structures
7 Eroded and protected cliff at Rozewie
8 Beach disappearance due to hard structures, Ustronie Morskie
9 + 4.0 m 1 : m 1 : m recommended profile of beach and dune m existing profile at KM (most threatened shore segment) 20 1 : 20 ± Recommended profile of artificial dune and beach
10 Gabion revetment built into artificial dune
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12 B A L T I C S E A USTKA CRS LUBIATOWO LEBA ŁEBA GDYNIA WLADYSLAWOWO & HEL PENINSULA HEL GDANSK GDAŃSK (IBW PAN) Gulf of Gdansk Gdańsk Pomeranian Bay KOLOBRZEG KOŁOBRZEG SWINOUJSCIE ŚWINOUJŚCIE SZCZECIN
13 Władysławowo harbour: accretion on west side (bottom), lee side protected by groins and beach fills (top left hand side)
14 Sand trap at Wladyslawowo harbour
15 Artificial beach nourishment at Hel Peninsula
16 Failure of breakwater armour made of tetrapods
17 Reconstruction of armour at Wladyslawowo harbour breakwater in September 2003
18 Bathymetry in front of Wladyslawowo harbour breakwater in 2003 representative bottom profile North breakwater 100 m points of bathymetric measurements
19 wave height [m] for bathymetry of for bathymetry of breakwater 2 bottom profile on bottom profile on water depth [m] rubble-mound crest distance [m] Wave transformation on seabed profiles of December 1996 and November 2003 for normal water level
20 wave height [m] for bathymetry of for bathymetry of water depth [m] breakwater rubble-mound crest bottom profile on bottom profile on distance [m] Wave transformation on seabed profiles of December 1996 and November 2003 for storm surge m
21 wave height [m] for bathymetry of for bathymetry of water depth [m] breakwater rubble-mound crest bottom profile on bottom profile on distance [m] Wave transformation on seabed profiles of December 1996 and November 2003 for storm surge m
22 wave height [m] for storm surge m for storm surge m for storm surge m breakwater 2 water depth [m] rubble-mound crest bottom profile on Wave transformation on seabed profile of November 2003 for storm surges m, 1.51 m and 1.81 m distance [m]
23 Shore Protection Manual, Vol. II
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25 Sea level H [m] Mass* [kg] Extreme 20-year storm surge (+1.21 m) 4.65 ~8000 Extreme 20-year storm surge + anticipated sea level rise by 0.3 m (+1.51 m) Extreme 20-year storm surge + anticipated sea level rise by 0.6 m (1.81 m) 4.76 ~ ~9250 * originally designed as 5000 kg
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27 DEBKI (PIASNICA RIVER MOUTH) CRS LUBIATOWO WLADYSLAWOWO B A L T I C S E A USTKA LEBA GDYNIA HEL Gulf of Gdansk GDANSK (IBW PAN) Pomeranian Bay KOLOBRZEG SWINOUJSCIE SZCZECIN
28 Baltic Sea Piaśnica [m] Piaśnica river mouth in February 2008
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32 Storm surge in Nov. 2004, photo by W. Lipiec (after Basiński, 2007)
33 Storm surge in Nov. 2004, photo by W. Lipiec (after Basiński, 2007)
34 Baltic Sea structure line Piaśnica [m] Location of built-in structure in option 1
35 Baltic Sea structure line Piaśnica [m] Location of built-in structure in options 2 and 3
36 Conclusions legal regulations (allocated money, defined areas) monitoring assessment studies preferences for environment-friendly measures need of compromise
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