A platform for research: civil engineering, architecture and urbanism
Generalities on static equilibrium bays
AbstractPrevious methods of determining the curved waterlines of bays which form on the coasts around the world have involved the logarithmic spiral. This has been applied to unstable bays which could erode back to a limit termed “static equilibrium” for which the constant in the spiral could be related to the obliquity of the wave crests to the control line, joining the upcoast headland to the downcoast extremity of the bay. It is shown that this applies mainly to the shadow zone behind the upcoast headland and not to the full bay periphery and does not have a fixed centre. A new method is proposed utilising arcs from the point of wave diffraction to the shoreline, whose lengths and angles to the wave crest line are related to those of the control line. Data and curves are presented for the static equilibrium shape by which the stability can be tested. They thus predict the waterline for the case of no sediment supply either from littoral drift or rivers debouching into the bay. An indentation ratio can also be derived to test stability.
Generalities on static equilibrium bays
AbstractPrevious methods of determining the curved waterlines of bays which form on the coasts around the world have involved the logarithmic spiral. This has been applied to unstable bays which could erode back to a limit termed “static equilibrium” for which the constant in the spiral could be related to the obliquity of the wave crests to the control line, joining the upcoast headland to the downcoast extremity of the bay. It is shown that this applies mainly to the shadow zone behind the upcoast headland and not to the full bay periphery and does not have a fixed centre. A new method is proposed utilising arcs from the point of wave diffraction to the shoreline, whose lengths and angles to the wave crest line are related to those of the control line. Data and curves are presented for the static equilibrium shape by which the stability can be tested. They thus predict the waterline for the case of no sediment supply either from littoral drift or rivers debouching into the bay. An indentation ratio can also be derived to test stability.
Generalities on static equilibrium bays
Hsu, J.R.C. (author) / Silvester, R. (author) / Xia, Y.M. (author)
Coastal Engineering ; 12 ; 353-369
1988-05-31
17 pages
Article (Journal)
Electronic Resource
English
Static equilibrium bays in coast protection
Online Contents | 2007
|Static equilibrium bays in coast protection
British Library Online Contents | 2007
|Generalities on coastal processes and protection
Engineering Index Backfile | 1959
|Morphological modelling of equilibrium bays
British Library Conference Proceedings | 2000
|Equilibrium of Crenulated Bays in Thailand
British Library Online Contents | 2014
|