Details
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006 |
| Publisher | American Society of Civil Engineers (ASCE) |
| Pages | 1477-1489 |
| Number of pages | 13 |
| ISBN (print) | 9789812706362 |
| Publication status | Published - 2007 |
| Event | 30th International Conference on Coastal Engineering, ICCE 2006 - San Diego, CA, United States Duration: 3 Sept 2006 → 8 Sept 2006 |
Publication series
| Name | Proceedings of the Coastal Engineering Conference |
|---|---|
| ISSN (Print) | 0161-3782 |
Abstract
To account for Tsunami runup in numerical models based on depth integrated equations the presence of dry computational nodes has to be treated somehow. Three different approaches to handle this problem are analyzed in this paper. Their performance is tested by means of a one- and a two-dimensional benchmark test. Furthermore the influence of Boussinesq terms on the shoaling and runup behavior of long waves is examined. Finally, to account for the flow resistance of trees or other obstacles an equivalent bottom friction is included in the numerical model and its influence on the maximum runup heights is analyzed.
ASJC Scopus subject areas
- Earth and Planetary Sciences(all)
- Oceanography
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Ocean Engineering
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Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006. American Society of Civil Engineers (ASCE), 2007. p. 1477-1489 (Proceedings of the Coastal Engineering Conference).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Numerical modeling of tsunami runup with different approaches
AU - Schupiloff, Nik
AU - Schimmels, Stefan
PY - 2007
Y1 - 2007
N2 - To account for Tsunami runup in numerical models based on depth integrated equations the presence of dry computational nodes has to be treated somehow. Three different approaches to handle this problem are analyzed in this paper. Their performance is tested by means of a one- and a two-dimensional benchmark test. Furthermore the influence of Boussinesq terms on the shoaling and runup behavior of long waves is examined. Finally, to account for the flow resistance of trees or other obstacles an equivalent bottom friction is included in the numerical model and its influence on the maximum runup heights is analyzed.
AB - To account for Tsunami runup in numerical models based on depth integrated equations the presence of dry computational nodes has to be treated somehow. Three different approaches to handle this problem are analyzed in this paper. Their performance is tested by means of a one- and a two-dimensional benchmark test. Furthermore the influence of Boussinesq terms on the shoaling and runup behavior of long waves is examined. Finally, to account for the flow resistance of trees or other obstacles an equivalent bottom friction is included in the numerical model and its influence on the maximum runup heights is analyzed.
UR - http://www.scopus.com/inward/record.url?scp=84873046834&partnerID=8YFLogxK
U2 - 10.1142/9789812709554_0126
DO - 10.1142/9789812709554_0126
M3 - Conference contribution
AN - SCOPUS:84873046834
SN - 9789812706362
T3 - Proceedings of the Coastal Engineering Conference
SP - 1477
EP - 1489
BT - Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006
PB - American Society of Civil Engineers (ASCE)
T2 - 30th International Conference on Coastal Engineering, ICCE 2006
Y2 - 3 September 2006 through 8 September 2006
ER -