Bagnold R.A. (1940). Beach formation by waves: some experiments in a wave tank. Jour. Institution of C.E. Nov. pp.507-528
Cartwright N., Nielsen P., Jessen O. Z., 2002. Swash Zone and Near-Shore Watertable Dynamics. Proc. of the 28thInt. Conf. of Cost. Eng., Cardiff, Wales.
Damiani L. Ranieri, G. (1996). La difesa delle spiagge mediante drenaggio. Scritti in onore di Mario Ippolito, Vol 1, pp.239-253, Napoli. Associazione Idrotecnica italiana, Gruppo Nazionale Difesa Catastrofi Idrogeologiche.
[+]
Bagnold R.A. (1940). Beach formation by waves: some experiments in a wave tank. Jour. Institution of C.E. Nov. pp.507-528
Cartwright N., Nielsen P., Jessen O. Z., 2002. Swash Zone and Near-Shore Watertable Dynamics. Proc. of the 28thInt. Conf. of Cost. Eng., Cardiff, Wales.
Damiani L. Ranieri, G. (1996). La difesa delle spiagge mediante drenaggio. Scritti in onore di Mario Ippolito, Vol 1, pp.239-253, Napoli. Associazione Idrotecnica italiana, Gruppo Nazionale Difesa Catastrofi Idrogeologiche.
Damiani L. Ranieri, G., Rossetti R. (2003). Coastal Protection with BMS: a first experience in Italy. VIth Int. Conf. on Coastal Engineering 2003; Cadiz-Spain.
Damiani L., Petrillo A. F., Ranieri, G. (2002). Il laboratorio di ricerca e sperimentazione per la difesa delle coste:descrizione della struttura e tecniche di misura in 3D.XXIX Convegno di Idraulica e Costruzioni Idrauliche - Potenza
Darlymple R. A. (1992). Prediction on storm/Normal Beach Profiles. Journal of Wate., Port, Coast. and Ocean Eng. Vol. 118, n.2, pp. 193-199
Folk, R.L., Ward, W.C. (1957). Brazos River Bar: a study in the significance of grain size parameters. ASCE Jour. of Sedimentary Petrology, Vol. 27 n.1 pp. 3-26
Grant U.S. (1948). Influence of the water table on beach aggradation and degradation. Jour. Marine Research, 7(3) pp.655-660.
Holman R.A.; Sallenger, A.H. (1985). Set up and swash on a natural beach. Jour. Of Geoph. Res. Vol 90 C1 pp. 945-953
Kanazawa H., Matsukawa F., Katoh K., Hasegawa I (1996). Experimental study on the effect of gravity drainage system on the beach stabilization. Proc. 25th ICCE pp. 2640-2653
Kawata Y.; Tsuchiya Y. (1986). Applicability of sub-sand filter system to beach erosion control. Proc. Of 20thInt. conf. On Coast. Eng., pp. 189-190
Longuet Higgins M.S., Stewart R.W. (1963). A note on wave set up. Jour. Mar. Res. (75) pp.4-10
Montori C. (2002). Sistema de drenaje de Playas - Investigation y desarrollo Tesis Doctoral. Facultad de Geologia, Universitata de Barcelona
Nielsen P., et al (1988) Wave set up and the Water Table in Sandy Beaches. Tech. Memorandum, 88/1, NSW Pub. works Dept., Australia, 132p.
Ogden, M.R.; Weisman, R.N. (1991). Beach Stabilization using drains. An experimental model study. Costal Sed. 1991. ASCE, New York 001955-1969
Ranieri G. (2002). A standard method for measuring the average fall velocity of natural sands. Proc. Hydraulic Measurements and Experimentation Conference. Estes Park, Colorado, USA.
Rieb, G. Promotion of soft engineering in France (1999). The Beach Drainage Concept. COPEDC V. Cape Town.
Sato M. (1990). Underground water table and beach face erosion. Coastal Engt. 1990. pp. 2644-2657
Sato M.; Hata S.; Fukushima M. (1994). An experimental study on the beach transformation due to waves under the operation of coastal drain system. Proc. 24th ICCE, pp. 2571-2582
Sato M., Fukushima, T., Nishi R., Fukunaga M. (1996). On the change of velocity field in nearshore zone due to coastal drain and consequent beach transformation. Proc. 25th ICCE pp.2666-2676
Vesterby H.; (1991). Coastal drain system: a new approach to coastal restoration. GEO-COAST 1991. Yokoama pp. 651-653
Weisman R.N., Seidel G.S., Ogden M.R.; (1995). The effects of water table manipulation on beach profile. Coast. And Ocean Eng. (121-2) pp.134-142
[-]