收藏切换
Sea-level rise impact on the evolution of a microtidal Mediterranean coastline without human-made structures—a case of the Port aux Princes-Sidi Daoued coastline, Gulf of Tunis, NE-Tunisia
收藏切换
PDF
Hanen SAÏDI1, *, Fouad ZARGOUNI1
Acta Oceanologica Sinica | 2019, 38(3) : 72 - 77
Less
收藏切换
Acta Oceanologica Sinica | 2019, 38(3): 72-77
Physical Oceanography, Marine Meteorology and Marine Physics
Sea-level rise impact on the evolution of a microtidal Mediterranean coastline without human-made structures—a case of the Port aux Princes-Sidi Daoued coastline, Gulf of Tunis, NE-Tunisia
Full
Hanen SAÏDI1, *, Fouad ZARGOUNI1
Affiliations
  • 1 Geology Department, Faculty of Sciences of Tunis, University Tunis El Manar, Tunis 2092, Tunisia
Published: 2019-03-25 doi: 10.1007/s13131-018-1331-0
Outline
收藏切换

The evolution of the natural and pristine Mediterranean coastline Port aux Princes-Sidi Daoued (Gulf of Tunis, NE-Tunisia) is studied during the period of 1887–2010 on the basis of an ancient minute of bathymetry (1887) and aerial photographs treated by numerical photogrammetric methods. Morphological changes of the coastline shows a general retreat despite the absence of the various anthropogenic actions. Adding to the drift currents and the currents of high energy that are generated by the N-W dominant waves along steeply sub-marine funds, the erosion is mainly due to the sea level rise which increased since the beginning of the 2000s. The Port aux Princes-Sidi Daoued coastline works as a single littoral cell limited by Jbel Korbous to the SW and the fishing harbor of Sidi Daoued to the N-E.

Mediterranean coastline  /  erosion  /  sea level rise  /  littoral cell  /  Gulf of Tunis  /  Tunisia
Hanen SAÏDI, Fouad ZARGOUNI. Sea-level rise impact on the evolution of a microtidal Mediterranean coastline without human-made structures—a case of the Port aux Princes-Sidi Daoued coastline, Gulf of Tunis, NE-Tunisia[J]. Acta Oceanologica Sinica, 2019 , 38 (3) : 72 -77 . DOI: 10.1007/s13131-018-1331-0
The marine erosion is a natural risk that threatens littorals in many parts of the world (Mignot, 1988). In fact, 70% of coastlines suffer from erosion, 10% are in accretion state and only 20% of them are in equilibrium (Paskoff, 2005). The perturbation of coastlines are mainly due to the natural factors such as the dominant waves, littoral currents, sub-marine morphology and various human interventions (destruction of littoral dunes due to the extension of urbanizations near the shorelines, installation of harbors and protective structures without previous environmental impact studies). Thus, coastal areas are considered as dynamic sectors which are in continuous evolution (Bird, 2000). They were studied by several researchers (Ottmann, 1965; Pope and Dean, 1986; Berenguer and Enriquez, 1988; Rosati et al., 1992).
The Gulf of Tunis (N-E Tunisia) which belongs to the Mediterranean coastlines did not escape from the erosion that was accelerated by various anthropogenic activities. It has been the subject of numerous research works (Nouri, 1979; Nouri and Paskoff, 1980; Sliti, 1984; Kouki, 1984; Bouhafa, 1985; Oueslati, 1993, 1994, 2004; Zeggaf-Tahri, 1993, 1999; El Arrim, 1996; Louati and Zargouni, 2009, 2013; Saïdi et al., 2012; Saïdi, 2004, 2013). The eastern coastline of the Gulf of Tunis which extends from Port aux Princes to Sidi Daoued is not subjected to important human-made structures. In fact, littoral dunes are well developed and there are no tourist and balneal urbanization, no industrial activities or pollution. But, despite the absence of anthropogenic interventions, this coastline suffers from perturbation. Unfortunately, there are no previously published studies on this sector. So, the present work aims to redress this situation by studying the coastline evolution from Port aux Princes to Sidi Daoued over a period of 123 years (from 1887 to 2010) to deduct principal factors that caused the shoreline retreat and try to divide the coastline into littoral cells.
The coastline of Port aux Princes-Sidi Daoued is one of the littorals bordering the Mediterranean basin to the south. It is situated in the eastern part of the Gulf of Tunis (NE-Tunisia) (Fig. 1). It extends over a linear distance of about 29 km. It is limited to the south west by the mountain (anticline) of Jbel Korbous and to the north east by the fishing harbor of Sidi Daoued. It is crossed by the Abid River. This coastline has sandy beaches with very developed littoral dunes and important forests especially at Rtiba and Bir El Jadi.
According to the annual statistics of 2002–2004 (Gasdaoui, 2005), the dominant waves in the eastern part of the Gulf of Tunis, from Port aux Princes to Sidi Daoued, come from the northwest sector.
The coastal dynamics along the studied sector were studied using the numerical model of the University of Cantabria Coastal Modeling System (SMC) with bathymetric and hydrodynamic (waves) as input data (Saïdi et al., 2013). Between Port aux Princes and Sidi Daoued, the northwestern waves generate gyratory currents of high energy near the shoreline and opposite drift currents have a SW – NE direction in the Port aux Princes- Rtiba sector and a NE – SW direction between Bir El Jadi and Sidi Daoued.
During the period of 1993–2001, waves are important in winter when the significant height is about 3 m (Fig. 2) (http://www.knmi.nl/​waveatlas).
Being part of the Gulf of Tunis, this coastline is considered as microtidal. The tide amplitude does not exceed usually 35 cm (Oueslati, 1993).
The submarine geomorphology shows that the isobaths are very close to each other to confirm that the slopes are very steep (Fig. 3). Submarine funds (0–7 m) are covered by medium sands (Saïdi, 2013).
Anthropogenic actions are absent along this coastline except the fishing harbor of Sidi Daoued which was constructed in 1983.
The study of coastline evolution was done by aerial photographs (taken in 1974, 2000 and 2010 (with a scale of 1:25 000)) treated by numerical photogrammetric methods and by an ancient minute of bathymetry taken in 1887 (with a scale of 1:61 740 (the map 4191)). The correct location of coastlines were determined using the stereoscopy, by tracing lines in the ancient minute and the aerial photographs that were georeferenced.
The global error of mapping is about ±12 m for aerial photographs taken in two different dates. The error of mapping near the shoreline for the minute of the ancient bathymetry (1887) is ±20 m (according to Shom, 2004). So, the global error of mapping between the ancient minute and aerial photography is ±26 m.
The positions of coastlines were determined following 59 profiles perpendicular to the shore.
Gained and lost surfaces were determined by creating polygons coded manually as erosional and accretional areas. These latter as well as the distances of coastline retreat or advance were calculated by the ArcGIS software.
The coastline evolution was studied during the periods of 1887–1974, 1974–2000 and 2000–2010 (Figs 4a, b, c and Fig. 5).
During the period of 1887–1974, the coastline was generally in equilibrium state. In fact, erosion was very limited with a low erosion speed (0.43 to (1.15 ±0.29) m/a)) between Bir El Jadi and Sidi Daoued. Along the study area, the both gained and lost surfaces shows a positive sedimentary budget estimated to 7 400 m2/a (Fig. 6a).
From 1974 to 2000, the coastline retreated between Port aux Princes and Rtiba (–1.35 to (–0.65 ±0.46) m/a) and advanced from Rtiba to Sidi Daoued (0.54 to (1.15 ±0.46) m/a).
Sedimentary budget was positive (5 410 m2/a) along the entire area with a surface lost of about 1 133 m2/a from Port aux Princes to Rtiba and a gain of 3 638 m2/a, between Rtiba and Bir El Jadi, and about 2 905 m2/a, from Bir El Jadi to Sidi Daoued (Fig. 6b).
During the period of 2000–2010, the coastline evolution shows an alternation of retreat and advance along the study sector. The accretion was of 1.8 to (2.4 ±1.2) m/a to achieve (7.8 ±1.2) m/a in Port aux Princes. Otherwise, the erosion is estimated at –5.7 to (–1.9±1.2) m/a.
The surface sedimentary budget was in deficit along the entire sector Port aux Princes- Sidi Daoued (Fig. 6c). It is estimated at –20 518 m2/a (–3 365 m2/a from Port aux Princes-Rtiba, –16 581 m2/a between Rtiba and Bir El Jadi and –571 m2/a from Bir El Jadi to Sidi Daoued).
During the period of 1887–2010, over 123 years, the coastline evolution shows that erosion is generally located between Port aux Princes and Rtiba (–0.59 to (–0.24 ±0.21) m/a) with a little accretion observed along Rtiba-Sidi Daoued sector (0.28 to (0.79±0.21) m/a).
During this period, the variation of the surface sedimentary budget (m2/a) shows a decrease to become negative in 2000–2010 (Fig. 7). The significant erosion can be explained by the sea level rise which became accelerated since the beginning of the 2000s. It is estimated at 3 mm/a (www.notre-planete.info/actualites/actu_2759_augmentation_niveau_mer_Mediterranee.php). According to Zerbini et al. (2017), the sea level rise in the northern Mediterranean Sea range between 1.2 and +1.3 mm/a, from the last decades of the 19th century through 2012, with a steady behavior during the period of 1960–1993. Other authors like Church and White (2006); Church et al. (2013) estimated the global mean rate of sea-level rise to +1.7 ± 0.2 mm/a, between 1901 and 2010.
The sector located between Port aux Princes and Sidi Daoued suffered generally from coastline retreat, during the period of 1887–2010, despite the absence of anthropogenic actions that can perturb the littoral (extension of urbanizations on littoral dunes, marine water pollution). In fact, it is considered as a natural and pristine coastline. So the erosion can be explained by the steep slopes of the submarine funds where the north western dominant waves lead to gyratory currents of high energy near the shoreline giving rise to sediment loss. Indeed, a recent study in the Mediterranean (Fig. 8) shows that the contribution of waves is lager then those of storm surge for the distribution of water level maximum in the NE-Tunisia (Lionello et al., 2017).
The acceleration of erosion especially between 2000 and 2010 can be explained by the sea level rise that became important and accelerated since the year 2000. In fact, the Spanish Institute of Oceanography estimated that the sea level in the Mediterranean Sea had increased to become 15 to 20 cm during the 20th century (1.5 mm/a, 0.15 cm/a). The sea level rise has been accelerated since the beginning of the 2000s to be 3 mm/a. In fact, Bruun’s formula from 1962 predicts a coastal retreat rate of 1–1.5 m per centimeter of sea level rise (Heberger et al., 2009).
Littoral cells are defined as basic units, distinct entities and self-contained segments (Inman and Frautschy, 1966; Patsch and Griggs, 2006) with little or no sediment transport between them (Patsch and Griggs, 2006). They are confined by boundaries (natural barriers or human-made structures) (Lowry and Carter, 1982; Rijn, 2010) that can be: (1) fixed absolute boundaries like cliffs, long jetties, deep inlets, canyons, navigation channels, long harbors, heavy protective structures (breakwaters, groins); (2) fixed partial boundaries: bypassing or periodic throughput of sediments (soft rock/ compound cliff type headlands and shallow inlets); and (3) transient partial boundaries which have limited stability (spits, sand banks, shallow channels, short headlands, short breakwaters).
So coastal compartmentalization into littoral cells can be done by the identification of different boundaries. But, in the studied area, except Port aux Princes, Abid River and the fishing harbour of Sidi Daoued, there are no natural or artificial intermediate barriers.
According to Anfuso et al. (2011, 2013), it can be made, also, using alongshore distribution of erosion/accretion sectors. By referring to the estimated gained and lost surface and sedimentary budget along Port aux Princes-Sidi Daoued coastline, during the period of 1887–2010 (Fig. 7), it can be deduced that the sediment loss is located at Port aux princes-Rtiba coastline against an accretion between Rtiba and Sidi Daoud. This result shows a sediment transport starting from Port aux Princes. Thus, the studied coastline behaves as a single cell enclosed between Port aux Princes and the fishing harbor of Sidi Daoued (Fig. 9).
The study of coastline evolution between Port aux Princes and Sidi Daoued, during the period of 1887–2010, allows to delimit erosion and accretion sectors. In fact, the coastline retreated generally along the studied area with a little accretion between Bir El Jadi and Sidi Daoued. With the absence of the major anthropogenic actions along the shoreline (urbanizations, harbors (except the fishing harbor of Sidi Daoued), protective structures), the general erosion is explained mainly by the acceleration of the sea level rise since the 2000s as well as the effect of hydrodynamic parameters in particular the N-W dominant waves which generate drift currents and gyratory currents of high energy near steeply submarine funds.
Thus, the present work shows that, with absence of anthropogenic actions, the pristine microtidal coastline changes are mainly due to the sea level rise in addition to dominant waves and currents. It also shows that a coastline can behaves as a single cell when intercalary natural and artificial barriers are absent.
The authors would like to thank the KNMI/ERA-40 Wave Atlas for furnishing data about dominant waves (significant height) in NE-Tunisia.
Anfuso G, Martínez-del-Pozo J Á, Rangel-Buitrago N. 2013. Morphological cells in the Ragusa littoral (Sicily, Italy). Journal of Coastal Conservation, 17: 369–377
Anfuso G, Pranzini E, Vitale G. 2011. An integrated approach to coastal erosion problems in northern Tuscany (Italy): Littoral morphological evolution and cell distribution. Geomorphology, 129: 204–214
Berenguer J M, Enriquez J. 1988. Design of Pocket Beaches, the Spanish Case. In: Proceedings 21st Coastal Engineering Conference. Malaga, Spain: American Society of Civil Engineers, 1411–1425
Bird E. 2000. Coastal Geomorphology. An introduction. Chichester, John Wiley and Sons, 322
Bouhafa T. 1985. Erosion and Protection of the Gulf of Tunis beaches. Tunis: Faculty of Human Sciences of Tunis, 100
Church J A, Clark P U, Cazenave A, Gregory J. M. at al. 2013. Sea level change. In: Stocker TF, Qin D, Plattner G K et al. (eds). Climate Change 2013: The Physical Science Basis. Cambridge, New York: Cambridge University Press, 1137–1216
Church J A, White N J. 2006. A 20th century acceleration in global sea level rise. Geophysical Research Letters. 33, L01602. http://dx.doi.org/10.1029/2005GL024826.
El Arrim A. 1996. Study of Sedimentary dynamics and amenities Impacts on the stability of the Gulf of Tunis littoral [dissertation]. Tunis: University Tunis El Manar, 208
Gasdaoui A. 2005. Contribution to the quantification of sea-atmosphere exchanges along Tunisian coasts. Master in Hydrodynamics and modeling of coastal environments. Tunis: National Institue of Engineers of Tunis, 71
Heberger M, Cooley H, Herrera P, et al. 2009. The impacts of sea-level rise on the California coast. California: California Climate Change Center, 101
Inman D L, Frautschy J D 1966. Littoral processes and the development of shorelines. Proceeding of Coastal Engineering Speciality Conference Santa Barbara. California: American Society of Civil Engineers
Kouki A. 1984. Contribution to the Sedimentary Dynamics in the Gulf of Tunis [dissertation]. Nantes, France: University of Nantes, 168
Lionello P, Conte D, Marzo L, et al. 2017. The contrasting effect of increasing mean sea level and decreasing storminess on the maximum water level during storms along the coast of the Mediterranean Sea in the mid 21st century. Glob Planet Change, 151: 80–91
Louati M, Zargouni F. 2009. Topo-bathymetric modeling and sedimentary transit. Example of the sandy beaches of the Tunis Bay, NE-Tunisia. Geomorphology: relief, processus, environnement, 15(3): 211–222
Louati M, Zargouni F. 2013. The coastline between the recent mouth of Miliane River and Soliman, Tunisia. Analysis of shoreline evolution by photo-interpretation and Geographic Information System. Géomorphologie: relief, processus, environnement, 2, 19(2): 209–224
Lowry P, Carter R W G. 1982. Computer simulation and delimitation of littoral drift cells on the south coast of Co. Wexford, Ireland. Journal Heart Science. Dublin Society, 4: 121–132
Mignot C. 1988. Sedimentary Hydrodynamic, Erosion and Littoral Sedimentation. First part: Sedimentary Hydrodynamic. France: Faculty of Sciences of Orsay-Paris South, 140
Nouri Y. 1979. Geomorphologic aspects and recent evolution of the Gulf of Tunis coastline [dissertation]. Tunis: Faculty of Letters and Human Sciences, 89
Nouri Y, Paskoff R. 1980. Remarks on the Recent behaviour of beaches in the funds of the Gulf of Tunis. Tunisian Review of Geography, 6, Faculty of Letters and Human Sciences, 145–150
Ottmann F. 1965. Introduction to marine and littoral Geology. Edition Masson and Cie, 81–114
Oueslati A. 1993. The coastlines of Tunisia : Geomorphology et environnement et aptitude to management. Serie 2: Geography, Volume XXXIV, 381
Oueslati A. 1994. coastlines of Tunisia, Researchs on their evolution in the Quaternary. Faculty of Human and Social Sciences of Tunis, 402
Oueslati A. 2004. Littoral et management in Tunisia, Edition ORBIS, 534
Paskoff R. 2005. Will the beaches disappear?. Small apples of knowledge, Edition Apple tree, 58
Patsch K, Griggs G. 2006. Littoral cells, sand budgets, and beaches: understanding California’s shoreline, 39
Pope J, Dean J L 1986. Development of design criteria for segmented breakwaters. In: Proceedings of 20th International Conference on Coastal Engineering, Taipei, 2149–2158
Rosati J D, Gravens M B, Chasten M A. 1992. Development of detached breakwaters design criteria using a shoreline response model. Coastal Engineering Practice, 92: 814–882
Saïdi H. 2004. Study of the Sedimentary dynamic of the littoral fringe Sidi Bou Saïd-La Goulette. DEA, Geology, Tunis: Faculty of Sciences of Tunis, 125
Saïdi H. 2013. Study of the sedimentary dynamic and coastline evolution of the Gulf of Tunis (NE- Tunisia). PhD, Geology, Tunis: Faculty of Sciences of Tunis, 244 p
Saïdi H, Souissi R, Zargouni F. 2012. Environmental impacts of single and successive breakwaters along the Mediterranean coastline at Radès–Ezzahra, NE Tunisia. Bulletin of Engineering Geology and Environment,
Sliti M. 1984. Contribution to the study of the littoral morphologic dynamic in the Gulf of Tunis. DEA. Earth Sciences, option : water and environnement. Tunis: Faculty of Sciences of Tunis, 56
Shom 2004. Tides Directory, Volume 1 - Ports of France. Printing of the Main Establishment of the Hydrographic and Oceanographic Service of the Navy, Brest, 192
Van Rijn L C. 2010. Coastal erosion control based on the concept of sediment cells. Report of the project: Concepts and Science for Coastal Erosion Management, 76
Zerbini S, Raicich F, Maria Prati C, Bruni S, Del Conte S, Errico M, Santi E. 2017. Sea-level change in the Northern Mediterranean Sea from long-period tide gauge time series. Earth-Science Reviews, 167: 72–87
Zeggaf Tahri M. 1993. Study of the impact of the protection structures on the environment of the littoral of the Gulf of Tunis. Tunis: University Tunis El Manar, 77
Zeggaf Tahri M. 1999. Study of the impact of the protection structures on the sedimentary dynamics of the Gulf of Tunis and of the northern coastline of Mahdia. PhD in Geology. Faculty of Sciences of Tunis. Tunis: University Tunis El Manar, 1–144
Year 2019 volume 38 Issue 3
PDF
69
38
Cite this Article
BibTeX
Article Info
doi: 10.1007/s13131-018-1331-0
  • Receive Date:2017-12-27
  • Online Date:2026-03-31
  • Published:2019-03-25
Article Data
Affiliations
History
  • Received:2017-12-27
  • Accepted:2018-03-27
Affiliations
    1 Geology Department, Faculty of Sciences of Tunis, University Tunis El Manar, Tunis 2092, Tunisia

Corresponding:

References
Share
https://castjournals.cast.org.cn/joweb/aos/EN/10.1007/s13131-018-1331-0
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT