Roughness coefficient of polyurethane-bonded revetment

This article analyzed the roughness coefficient of polyurethane-bonded revetment (PBR) by laboratory testing. A wave basin was constructed, with a regular wave generator installed. Three types of revetment were constructed at the same time in the wave basin. Scales were painted on the revetments. Video cameras were installed to record the wave run-up. Measurments of wave height and wave period during the tests were not necessary, since a run-up estimation was entirely based on a linear relationship. The PBR’s roughness coefficient could be interpolated from those of rock and concrete revetments. Three revetment slopes were tested. The roughness coefficient of the PBR was found to be in the range of 0.632 - 0.674, with a standard deviation of 0.042 - 0.053. Following this identification of the roughness coefficient of PBR, coastal engineers can now design revetment crest elevations with confidence.

[1]  P. Steeg,et al.  Physical model tests to determine the roughness of stairshaped revetments , 2018 .

[2]  Cherdvong Saengsupavanich COASTAL REVETMENT DESIGN PROCESS IN THAILAND , 2017 .

[3]  Eleonora Carol,et al.  Coastal erosion and loss of wetlands in the middle Río de la Plata estuary (Argentina) , 2016 .

[4]  J. Hansom,et al.  A national coastal erosion susceptibility model for Scotland , 2016 .

[5]  M. K. Breteler,et al.  LARGE-SCALE PHYSICAL MODEL TESTS TO DETERMINE INFLUENCE FACTOR OF ROUGHNESS FOR WAVE RUN-UP OF CHANNEL SHAPED BLOCK REVETMENTS , 2016 .

[6]  Cherdvong Saengsupavanich Erosion protection options of a muddy coastline in Thailand: Stakeholders' shared responsibilities , 2013 .

[7]  Hocine Oumeraci,et al.  BONDED POROUS REVETMENTS – EFFECT OF POROSITY ON WAVE-INDUCED LOADS AND HYDRAULIC PERFORMANCE , 2012 .

[8]  Cherdvong Saengsupavanich,et al.  Port-induced erosion prediction and valuation of a local recreational beach. , 2008 .

[9]  Ming H Wong,et al.  Current status of coastal zone issues and management in China: a review. , 2007, Environment international.

[10]  E. Houwing Morphodynamic development of intertidal mudflats: consequences for the extension of the pioneer zone , 2000 .

[11]  Suraphol Sudara,et al.  Who and what is to be involved in successful coastal zone management: a Thailand example , 1999 .

[12]  B. Cicin-Sain,et al.  Integrated Coastal and Ocean Management: Concepts And Practices , 1998 .

[13]  Jiun-Chuan Lin Coastal modification due to human influence in south-western Taiwan , 1996 .

[14]  J. W. Van der Meer,et al.  WAVE RUNUP AND OVERTOPPING ON COASTAL STRUCTURES , 1993 .

[15]  Marine Board Management coastal erosion. , 1990 .

[16]  J. Ahrens,et al.  Irregular Wave Runup on Smooth Slopes. , 1981 .

[17]  J. A. Battjes Computation of set-up, longshore currents, run-up and overtopping due to wind-generated waves , 1974 .

[18]  K. d'Angremond,et al.  THE EFFECT OF WAVE ENERGY SPECTRA ON WAVE RUN-UP , 1968 .