Influence of harbour constructions on morphosedimentary changes in the Tinto-Odiel estuary mouth (south-west Spain)

被引:14
作者
Morales, JA [1 ]
Borrego, J [1 ]
Ballesta, M [1 ]
机构
[1] Univ Huelva, Fac Ciencias Expt, Dept Geol, Coastal Geol Grp, Huelva 21007, Spain
来源
ENVIRONMENTAL GEOLOGY | 2004年 / 46卷 / 02期
关键词
estuaries; Chenier plains; beaches; coastal evolution; harbour constructions; Huelva Coast; Spain;
D O I
10.1007/s00254-004-1014-3
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The Odiel-Tinto estuary is one of the most significant estuarine systems along the mesotidal Huelva Coast. The dynamics of this coastal sector are controlled by the interaction of ebb-tidal currents and the prevailing southwesterly waves. The main sediment supply is provided by an intensive west-to-east longshore current, transporting sand from Portuguese cliffs and discharge from the River Guadiana. The tidal range is mesotidal (2.0 m) and the mean significant wave height is 0.6 m with an average period of 3.6 s. This estuary mouth comprises three different barriers separated by the main estuary channel, and another marginal one that drains a significant part of the system. Saltes Island can be found between these two channels, which is composed of sandy barriers separated by muddy salt marshes that form a protected natural park. East of the main channel is Mazagon Beach, one of the most important tourist resorts on this coast. Recent papers have demonstrated that Saltes Island evolved as a chenier plain over the last 3000 years. The cause of this evolution was a special wave refraction scheme caused by two ebb-tidal delta systems located at the end of the two tidal channels. Three important harbour infrastructures have been constructed at the estuary mouth: a) a jetty at the end of Saltes Island, finished in 1977; b) a second and shorter jetty bordering the marginal channel constructed in 1984, and; c) a dock for sailing activities built on Mazagon Beach. These three structures have modified the natural dynamic scheme. The first consequence was to inhibit the functioning of the chenier plain, affecting the natural environment; the second was to intensively erode Mazagon Beach, endangering this tourist site. This paper analyses the causal relationships that exist between the harbour infrastructures and the resultant modifications.
引用
收藏
页码:151 / 164
页数:14
相关论文
共 11 条
  • [1] [Anonymous], REV SOC GEOL ESPANA
  • [2] Bartholoma A., 1995, SPEC PUBL INT ASS SE, V24, P151
  • [3] Borrego J, 1992, THESIS U SEVILLA HUE, P315
  • [4] *CEEPYC, 1990, PLAN EST DIN LIT PRO, P37
  • [5] CUENA GJ, 1991, MEMORIAS MINISTERIO, P48
  • [6] DAVIS RA, 1987, COASTAL SEDIMENTS 87, P2062
  • [7] Del Rio L., 2002, P LITT 2002 CHANG CO, P383
  • [8] FAIRBRIDGE PV, 1980, CHEM BIOCH ESTUARIES, P1
  • [9] *MOPU DIR GEN PUER, 1991, EST OL PRIM FAS EST, P33
  • [10] Cost of beach maintenance in the Gulf of Cadiz (SW Spain)
    Muñoz-Perez, JJ
    Roman-Blanco, BLD
    Gutierrez-Mas, JM
    Moreno, L
    Cuena, GJ
    [J]. COASTAL ENGINEERING, 2001, 42 (02) : 143 - 153