Reference Manual
188 MIKE 21 BW - © DHI
Witting, J M (1984) A unified model for the evolution of non-linear water
waves. J. Computational Physics 56, pp 203-236.
Wave Generation and Synthesising
Bendat, J L and A G Piersol (1986) Random Data. Analysis and Measure-
ments Procedures. John Wiley & Sons.
Sand, S E (1987) Directional wave generation and analysis. AIRH-Seminar-
IAHR Wave analysis and generation in laboratory basins, Lausanne. 203-
235.
Porosity and partial reflection
Engelund, F (1953) On the laminar and turbulent flows of groundwater
through homogeneous sand. Trans. Danish Academy of Tech. Sc., 3, 4.
Madsen, P A (1983) Wave Reflection from a Vertical Permeable Wave
Absorber. Coastal Engineering, 7.
Madsen, O S (1974) Wave Transmission through Porous Structures. Journal
of Waterways, Harbours and Coastal Engineering, 100, WW3.
Thompson, E F, H S Chen and L L Hadley (1996): Validation of numerical
model for wind waves and swell in harbours. Journal of Waterway, Port,
Coastal and Ocean Engineering, 122,5. 245-257.
Sponge Layers and Radiation Boundaries
Larsen, J & Dancy, M (1983) Open Boundaries in Short-wave Simulations - A
New Approach. Coastal Engineering, 7.
Wave breaking
Goda, Y & Morinobu, K (1988) Breaking wave heights on horizontal bed
affected by approach slope. Coastal Eng. Journal, 40, 307-326.
Ting, F C K & Kirby, J T (1994) Observation of undertow and turbulence in a
laboratory surf zone. Coastal Eng., 24, 51-80.
Swash-zone hydrodynamics
Butt, T & Russel, P (2000) Hydrodynamics and cross-shore sediment trans-
port in the swaxh-zone of natural beaches: A review. J Coastal Research, 16,
255-268.
Text books
Abbott, M B & Madsen, P A (1990) Modelling of Wave Agitation in Harbours.
The Sea, Ocean Engineering Science, 9, Part B, Chapter 33, pp 1067-1103.
Eagleson, P S & Dean, R G (1966) Small Amplitude Wave Theory. In: Estu-
ary and Coastline Hydrodynamics, editor A T Ippen, McGraw-Hill, New York.