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Fig. 13 Plan and cross-section A—A’ of the Mandraki carenaggio in Chora of Andros as it now stands

Figure 13 Plan and cross-section A—A’ of the Mandraki carenaggio in Chora of Andros as it now stands

Related Figures (27)

Fig.1 a Location map of Greece with the locations of the shipsheds presented in this study. b Geodynamic framework of the Hellenic Arc depicting the main tectonic elements of the central and south Aegean region [after Le Pichon and Angelier (1979) and Jackson (1994), modified]
Fig.1 a Location map of Greece with the locations of the shipsheds presented in this study. b Geodynamic framework of the Hellenic Arc depicting the main tectonic elements of the central and south Aegean region [after Le Pichon and Angelier (1979) and Jackson (1994), modified]
Table 1 (continued) A: name of site. B: geographical coordinates (latitude, longitude). C: type of slipway (roofed: shipshed, unroofed: slipway). D: Archaeological age, which represents either the period ¢ struction when this is known or the age/period of the ancient town for the needs of which the slipway was used. E: gradient of the sloping floor towards the sea. F: measured depth (m) seaward end of the sloping floor below mean sea level (bmsl). G: measured height (m) of the underlying underwater natural cliff, from the rock-cut boundary of the sloping floor to the s tom (n/a: not available). H, I, J: Tidal data for the closest tide-gauge station for each study area (from the Hellenic Navy Hydrographic Service). K: functional height of the sloping floor slipway. L: related sea level stand determined for each study area (m, bmsl). M: the length (m) of the sloping floor that was flooded by the sea at high tide when the slipway was in use
Table 1 (continued) A: name of site. B: geographical coordinates (latitude, longitude). C: type of slipway (roofed: shipshed, unroofed: slipway). D: Archaeological age, which represents either the period ¢ struction when this is known or the age/period of the ancient town for the needs of which the slipway was used. E: gradient of the sloping floor towards the sea. F: measured depth (m) seaward end of the sloping floor below mean sea level (bmsl). G: measured height (m) of the underlying underwater natural cliff, from the rock-cut boundary of the sloping floor to the s tom (n/a: not available). H, I, J: Tidal data for the closest tide-gauge station for each study area (from the Hellenic Navy Hydrographic Service). K: functional height of the sloping floor slipway. L: related sea level stand determined for each study area (m, bmsl). M: the length (m) of the sloping floor that was flooded by the sea at high tide when the slipway was in use
Fig.6 Plan of the ancient slipway of Trypitos. A-A’: cross-section presented in Fig. 7A
Fig.6 Plan of the ancient slipway of Trypitos. A-A’: cross-section presented in Fig. 7A
the slipway with the wooden beams placed into the rock-cut grooves when the sea level was at 1.25 m bmsl. The inset shows its seaward end with the wooden beams in more detail. D 3D schematic represen- tation of the hauling-out of a ship onto the slipway Fig. 7 The ancient slipway of Trypitos. A Cross-section of the slip- way as it now stands (a) and of its seaward end (b) today submerged. B 3D reconstruction of the slipway during the Hellenistic period when the sea level was at 1.25 m bmsl. The inset shows its seaward end with the rock-cut grooves in more detail. C 3D reconstruction of
the slipway with the wooden beams placed into the rock-cut grooves when the sea level was at 1.25 m bmsl. The inset shows its seaward end with the wooden beams in more detail. D 3D schematic represen- tation of the hauling-out of a ship onto the slipway Fig. 7 The ancient slipway of Trypitos. A Cross-section of the slip- way as it now stands (a) and of its seaward end (b) today submerged. B 3D reconstruction of the slipway during the Hellenistic period when the sea level was at 1.25 m bmsl. The inset shows its seaward end with the rock-cut grooves in more detail. C 3D reconstruction of
Fig.8 Plan of ancient Poiiessa [after Svolos and Apergis (2002, p. 32), modified]. The location of the ancient shipshed is indicated by a red square
Fig.8 Plan of ancient Poiiessa [after Svolos and Apergis (2002, p. 32), modified]. The location of the ancient shipshed is indicated by a red square
Fig.9 A, B Plan and cross-section A—A’ of the ancient shipshed of Poiiessa as it now stands. C, D Plan and 3D reconstruction of the ancient shipshed during the Hellenistic period when the sea level was at 2.40+0.20 m bmsl
Fig.9 A, B Plan and cross-section A—A’ of the ancient shipshed of Poiiessa as it now stands. C, D Plan and 3D reconstruction of the ancient shipshed during the Hellenistic period when the sea level was at 2.40+0.20 m bmsl
Fig. 10 Location map of Matala Bay. The location of the ancient shipshed is indicated by a red square
Fig. 10 Location map of Matala Bay. The location of the ancient shipshed is indicated by a red square
Fig. 11 a Plan of the ancient shipshed of Matala [after Blackman (1973), modified]. b Cross-section A—A’ of the shipshed. The inset shows its seaward end in more detail
Fig. 11 a Plan of the ancient shipshed of Matala [after Blackman (1973), modified]. b Cross-section A—A’ of the shipshed. The inset shows its seaward end in more detail
Fig. 12 Plan of Chora of Andros. The location of the Mandraki carenaggio is indicated by a red square
Fig. 12 Plan of Chora of Andros. The location of the Mandraki carenaggio is indicated by a red square
Fig. 14 Plan of the Venetian fortress of Rethymno. The location of the ancient slipways is indicated by a red square
Fig. 14 Plan of the Venetian fortress of Rethymno. The location of the ancient slipways is indicated by a red square
Fig. 15 Plan of the ancient slipways of Rethymno as they now stand
Fig. 15 Plan of the ancient slipways of Rethymno as they now stand
Fig. 16 3D reconstruction (A) and 3D schematic representation (B) of the slipways of Rethymno when the sea level was at 1.25 m bmsl falling in the first category of archaeological indicators with high accuracy and sufficient reliability. It, therefore. becomes clear that determining the relationship between the seaward end of the rock-cut sloping floor and a former sez level is the crucial factor for slipways to be considered as precise archaeological sea level indicators. put the slipways along with fish tanks in the same category of maritime constructions, whose function was strictly related to past sea levels, and may offer reliable data on the rs] change provided that their age and spatial proximity to the contemporary shore can be determined. Kolaiti (2019) thoroughly described the archaeological sea level indicators, introducing a protocol for their use, and based on compara- tive depth observations throughout the Aegean suggested that slipways and fish tanks are precise sea level indicators,
Fig. 16 3D reconstruction (A) and 3D schematic representation (B) of the slipways of Rethymno when the sea level was at 1.25 m bmsl falling in the first category of archaeological indicators with high accuracy and sufficient reliability. It, therefore. becomes clear that determining the relationship between the seaward end of the rock-cut sloping floor and a former sez level is the crucial factor for slipways to be considered as precise archaeological sea level indicators. put the slipways along with fish tanks in the same category of maritime constructions, whose function was strictly related to past sea levels, and may offer reliable data on the rs] change provided that their age and spatial proximity to the contemporary shore can be determined. Kolaiti (2019) thoroughly described the archaeological sea level indicators, introducing a protocol for their use, and based on compara- tive depth observations throughout the Aegean suggested that slipways and fish tanks are precise sea level indicators,
Fig. 17 Location map of Avlaki Cove. The location of the shipshed of Katholiko is indicated by a red square
Fig. 17 Location map of Avlaki Cove. The location of the shipshed of Katholiko is indicated by a red square
Fig. 18 Plan (A) and cross-sections A—A’ and B-B’ (B) of the Katholiko shipshed as it now stands
Fig. 18 Plan (A) and cross-sections A—A’ and B-B’ (B) of the Katholiko shipshed as it now stands
Fig. 19 3D reconstruction of the Katholiko shipshed as it now stands
Fig. 19 3D reconstruction of the Katholiko shipshed as it now stands
Fig. 20 Location map of Lazareto and Bourtzi Islets in the gulf of Alyki in Troezenia. The location of the Lazareto slipway is indicated by a re square
Fig. 20 Location map of Lazareto and Bourtzi Islets in the gulf of Alyki in Troezenia. The location of the Lazareto slipway is indicated by a re square
Fig. 21 Plan and cross-section A—A’ of the Lazareto slipway as it now stands
Fig. 21 Plan and cross-section A—A’ of the Lazareto slipway as it now stands
Fig. 22 Location map of Remma and Goupa Bays. Arrows a, b indicate the slipways that are presented in the cross-sections of Fig. 22
Fig. 22 Location map of Remma and Goupa Bays. Arrows a, b indicate the slipways that are presented in the cross-sections of Fig. 22
0.45 m bmsl (a) and as it now stands (b). The inset shows in more detail a carved slot for the placement of a wooden beam Fig. 23 A Cross-sections of the Remma (a) and Goupa (b) slipways. Their position is indicated by arrows on Fig. 22. B 3D reconstructions of the Goupa slipway when it was constructed with the sea level at
0.45 m bmsl (a) and as it now stands (b). The inset shows in more detail a carved slot for the placement of a wooden beam Fig. 23 A Cross-sections of the Remma (a) and Goupa (b) slipways. Their position is indicated by arrows on Fig. 22. B 3D reconstructions of the Goupa slipway when it was constructed with the sea level at
eastern Peloponnese (after Kolaiti 2019). Magenta line: mean curve of the rs] change for the Cyclades (after Kolaiti and Mourtzas 2020, 2023). Green line: mean curve of the rsl change for eastern and cen- tral Crete (after Mourtzas et al. 2016) Fig. 26 Correlation of the contemporary depth of the seaward end of the sloping floor of the slipways presented in this study (blue square) with the sea level stands determined for each study area. Blue line: mean curve of the rs] change for the Saronic Gulf and the coast of
eastern Peloponnese (after Kolaiti 2019). Magenta line: mean curve of the rs] change for the Cyclades (after Kolaiti and Mourtzas 2020, 2023). Green line: mean curve of the rsl change for eastern and cen- tral Crete (after Mourtzas et al. 2016) Fig. 26 Correlation of the contemporary depth of the seaward end of the sloping floor of the slipways presented in this study (blue square) with the sea level stands determined for each study area. Blue line: mean curve of the rs] change for the Saronic Gulf and the coast of
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