Scour of sand beaches in front of seawalls.
dc.acquisition-src | en_US | |
dc.call-no | Acc# 3307 | en_US |
dc.contract-no | en_US | |
dc.contributor.author | Herbich, J.B. | en_US |
dc.contributor.author | Ko, S.C. | en_US |
dc.contributor.other | Proceedings of the Eleventh Conference on Coastal Engineering, London, England, September 1968. | en_US |
dc.date.accessioned | 2010-02-15T17:01:44Z | |
dc.date.available | 2010-02-15T17:01:44Z | |
dc.date.issued | 1969 | en_US |
dc.degree | en_US | |
dc.description | p. 622-643. | en_US |
dc.description-other | en_US | |
dc.description.abstract | Many previous studies were confined to the problem of beach erosion due to waves breaking on the structure. The investigation reported here involved regular non-breaking, shallow water waves progressing toward a seawall. An analytical solution was developed and compared with laboratory-scale experiments. The shallow-water wave theory and boundary layer equations were used in theoretical development, which resulted in a mathematical model for the ultimate scour depth in front of a seawall. The theoretical equation for scour is as follows: S=(D-1/2A) [(1-Cr) u* (3/4 Cd Rho(cot Theta - d(Gamma s - Gamma)))to the 1/2 power - 1] where D = still water depth, A = Hi+Hr, Hi = incident wave height, Hr = reflected wave height, and Cr = Hr/Hi = coefficient of reflection, also u* = horizontal velocity within boundary layer, Cd = coefficient of drag, Rho = fluid density, Theta = seawall slope angle, d = effective sand diameter, 50% finer, Gamma s = specific weight of sand, and Gamma = specific weight of water. The comparison between theoretically calculated values and experimental results indicates fairly good agreement. The model experiments also indicate that depth of scour depends to a large extent on wave characteristics and that scour length (distance between scour trough or crests) is independent of time, but is a function of wave length. | en_US |
dc.description.uri | http://gbic.tamug.edu/request.htm | en_US |
dc.geo-code | Texas coast | en_US |
dc.history | en_US | |
dc.identifier.uri | http://hdl.handle.net/1969.3/21124 | |
dc.latitude | en_US | |
dc.location | GBIC Collection | en_US |
dc.longitude | en_US | |
dc.notes | en_US | |
dc.place | en_US | |
dc.publisher | en_US | |
dc.relation.ispartofseries | 3307.00 | en_US |
dc.relation.uri | en_US | |
dc.scale | en_US | |
dc.series | en_US | |
dc.subject | sea walls | en_US |
dc.subject | scouring | en_US |
dc.subject | wave action | en_US |
dc.subject | beach erosion | en_US |
dc.subject | mathematical models | en_US |
dc.subject | modeling | en_US |
dc.subject | wave effects | en_US |
dc.subject | wave dynamics | en_US |
dc.subject | beaches | en_US |
dc.subject | erosion | en_US |
dc.subject | coastal erosion | en_US |
dc.subject | coastal processes | en_US |
dc.title | Scour of sand beaches in front of seawalls. | en_US |
dc.type | Book | en_US |
dc.university | en_US | |
dc.vol-issue | en_US |