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Discussion on construction norms

Pressure exerted by surf and breaking waves on a vertical wall

Plakida, M. É.

Conclusions 1. Laboratory investigations of the action of surf and waves on a vertical wall have enabled this phenomenon to be defined more precisely from the viewpoints of kinematics and dynamics and, using as basis the concept of the impact of a liquid jet on a wall, for a quasistatic method to be proposed for detrmining wave pressures on a vertical wall. 2. The test data cover a range of wave steepness h/λ from 0.05 to 0.10 and relative water depths HC/h ranging from 0.85 to 1.71. 3. Presented in Table 3 is a summary of formulas whose limits of application are given by h<-Hc<-Hcr.

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Discussion on construction norms

Pressure exerted by surf and breaking waves on a vertical wall

Plakida, M. É.

Conclusions 1. Laboratory investigations of the action of surf and waves on a vertical wall have enabled this phenomenon to be defined more precisely from the viewpoints of kinematics and dynamics and, using as basis the concept of the impact of a liquid jet on a wall, for a quasistatic method to be proposed for detrmining wave pressures on a vertical wall. 2. The test data cover a range of wave steepness h/λ from 0.05 to 0.10 and relative water depths HC/h ranging from 0.85 to 1.71. 3. Presented in Table 3 is a summary of formulas whose limits of application are given by h<-Hc<-Hcr.

Discussion on construction norms

Pressure exerted by surf and breaking waves on a vertical wall

Plakida, M. É.

Conclusions 1. Laboratory investigations of the action of surf and waves on a vertical wall have enabled this phenomenon to be defined more precisely from the viewpoints of kinematics and dynamics and, using as basis the concept of the impact of a liquid jet on a wall, for a quasistatic method to be proposed for detrmining wave pressures on a vertical wall. 2. The test data cover a range of wave steepness h/λ from 0.05 to 0.10 and relative water depths HC/h ranging from 0.85 to 1.71. 3. Presented in Table 3 is a summary of formulas whose limits of application are given by h<-Hc<-Hcr.

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Titel:

Discussion on construction norms

Untertitel:

Pressure exerted by surf and breaking waves on a vertical wall

Beteiligte:

Plakida, M. É. (Autor:in)

Erschienen in:

Hydrotechnical Construction ; 5 ; 759-764

Erscheinungsdatum:

01.08.1971

Format / Umfang:

6 pages

ISSN:

1570-1468 , 0018-8220

DOI:

https://doi.org/10.1007/BF02403622

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Energy Source , Test Data , Power Generation , Laboratory Investigation , Power Engineer Engineering , Energy Technology , Power Electronics, Electrical Machines and Networks , Renewable and Green Energy , Geoengineering, Foundations, Hydraulics

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