F. van der Ziel, “Symposium Afsluitbaar Open Rijnmond,” 2010.
http://www.google.nl/url?sa=t&rct=j&q=ziel%20parachute%20kering&source=web&cd=1&cad=rja&ved=0CC0QFjAA&url=http%3A%2F%2Fpromise.klimaatvoorruimte.nl%2Fpro1%2Fpublications%2Fshow_publication.asp%3Fdocumentid%3D3741%26GUID%3D8b0b94a9-4522-4a94-be31-e01a3b3f1e5d&ei=A5HUUdy_OcaeO5LBgfAJ&usg=AFQjCNHs9VIjEcXya34CgQoMjmYb_R2JJQ

has been cited by the following article:

• TITLE: Design Considerations on a Flexible Membrane Tsunami Flood Barrier

  AUTHORS: Roelof Marissen, Julio Suarez Mulder, Dietrich Wienke, Otto Bergsma

  KEYWORDS: Flood Protection: Stress; Pressure; Fibers; Buoyancy; Floater; Membrane Thickness

  JOURNAL NAME: Materials Sciences and Applications, Vol.4 No.12, December 31, 2013

  ABSTRACT: Temporary high water floods may cause considerable damage. Protection against such flooding may be achieved with high dikes or walls. However, such rigid permanent structures may spoil the local architectures and views and may be quite expensive. Temporary collapsible structures do not have such disadvantages. This paper proposes such a temporary structure, consisting of a strong membrane made out of strong UHMWPE fibers (Dyneema?), a floating body and mooring cables. A two dimensional calculation scheme is presented and the calculation results are used for design considerations regarding the approximation of optimal configurations.