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- W2076673478 abstract "Abstract Wave heights in the outer harbour at Visakhapatnam originate from the effects of wave diffraction through the harbour entrances and wave transmission through and over the permeable breakwaters. In this paper these phenomena will be treated numerical. The computational results will be compared to prototype data. The effect of wave transmission through the south breakwater of Visakhapatnam Outer Harbour has been calculated for short period waves using the numerical model HADEER of Delft Geotechnics. The calculated wave transmission served as an input for calculating the wave heights inside the harbour, using the DIFFRAC numerical model of Delft Hydraulics. The effects of wave transmission through the breakwater, wave overtopping and wave diffraction have been taken into consideration. The results have been compared with prototype data collected during the period 1981 to 1984 using two wave rider buoys installed in the Outer Harbour. The suggested method is of general interest. The application presented is on a particular permeable breakwater." @default.
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- W2076673478 date "1991-03-01" @default.
- W2076673478 modified "2023-09-26" @default.
- W2076673478 title "Numerical determination of wave transmission through a rubblemound breakwater at Visakhapatnam, India" @default.
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- W2076673478 doi "https://doi.org/10.1016/0378-3839(91)90041-e" @default.
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