Exact analytical solutions of nonlinear problems of tsunami wave run-up on slopes with different profiles
Abstract A review of papers investigating tsunami wave run-up on a beach is given and the control parameters of the problem are revealed. There are two such parameters in the case of ideal fluid: the bottom sloping angle and the breaking parameter. A stage-by-stage approach for finding run-up charac...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Pelinovsky, E. N. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1992 |
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| Anmerkung: |
© Kluwer Academic Publishers 1992 |
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| Übergeordnetes Werk: |
Enthalten in: Natural hazards - Kluwer Academic Publishers, 1988, 6(1992), 3 vom: Nov., Seite 227-249 |
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| Übergeordnetes Werk: |
volume:6 ; year:1992 ; number:3 ; month:11 ; pages:227-249 |
| Links: |
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| DOI / URN: |
10.1007/BF00129510 |
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OLC2053636041 |
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| 520 | |a Abstract A review of papers investigating tsunami wave run-up on a beach is given and the control parameters of the problem are revealed. There are two such parameters in the case of ideal fluid: the bottom sloping angle and the breaking parameter. A stage-by-stage approach for finding run-up characteristics is formulated: the linear calculation of shoreline oscillations and the subsequent non-linear transformation of the solution according to the Riemann method. Solution of the nononedimensional problems of wave run-up on a beach in the linear formulation is obtained. | ||
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10.1007/BF00129510 doi (DE-627)OLC2053636041 (DE-He213)BF00129510-p DE-627 ger DE-627 rakwb eng 550 VZ 14 ssgn Pelinovsky, E. N. verfasserin aut Exact analytical solutions of nonlinear problems of tsunami wave run-up on slopes with different profiles 1992 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Kluwer Academic Publishers 1992 Abstract A review of papers investigating tsunami wave run-up on a beach is given and the control parameters of the problem are revealed. There are two such parameters in the case of ideal fluid: the bottom sloping angle and the breaking parameter. A stage-by-stage approach for finding run-up characteristics is formulated: the linear calculation of shoreline oscillations and the subsequent non-linear transformation of the solution according to the Riemann method. Solution of the nononedimensional problems of wave run-up on a beach in the linear formulation is obtained. Mazova, R. Kh. aut Enthalten in Natural hazards Kluwer Academic Publishers, 1988 6(1992), 3 vom: Nov., Seite 227-249 (DE-627)131010271 (DE-600)1088547-X (DE-576)03285272X 0921-030X nnns volume:6 year:1992 number:3 month:11 pages:227-249 https://doi.org/10.1007/BF00129510 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-PHY SSG-OLC-MAT SSG-OPC-GGO SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_4012 AR 6 1992 3 11 227-249 |
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10.1007/BF00129510 doi (DE-627)OLC2053636041 (DE-He213)BF00129510-p DE-627 ger DE-627 rakwb eng 550 VZ 14 ssgn Pelinovsky, E. N. verfasserin aut Exact analytical solutions of nonlinear problems of tsunami wave run-up on slopes with different profiles 1992 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Kluwer Academic Publishers 1992 Abstract A review of papers investigating tsunami wave run-up on a beach is given and the control parameters of the problem are revealed. There are two such parameters in the case of ideal fluid: the bottom sloping angle and the breaking parameter. A stage-by-stage approach for finding run-up characteristics is formulated: the linear calculation of shoreline oscillations and the subsequent non-linear transformation of the solution according to the Riemann method. Solution of the nononedimensional problems of wave run-up on a beach in the linear formulation is obtained. Mazova, R. Kh. aut Enthalten in Natural hazards Kluwer Academic Publishers, 1988 6(1992), 3 vom: Nov., Seite 227-249 (DE-627)131010271 (DE-600)1088547-X (DE-576)03285272X 0921-030X nnns volume:6 year:1992 number:3 month:11 pages:227-249 https://doi.org/10.1007/BF00129510 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-PHY SSG-OLC-MAT SSG-OPC-GGO SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_4012 AR 6 1992 3 11 227-249 |
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Abstract A review of papers investigating tsunami wave run-up on a beach is given and the control parameters of the problem are revealed. There are two such parameters in the case of ideal fluid: the bottom sloping angle and the breaking parameter. A stage-by-stage approach for finding run-up characteristics is formulated: the linear calculation of shoreline oscillations and the subsequent non-linear transformation of the solution according to the Riemann method. Solution of the nononedimensional problems of wave run-up on a beach in the linear formulation is obtained. © Kluwer Academic Publishers 1992 |
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Abstract A review of papers investigating tsunami wave run-up on a beach is given and the control parameters of the problem are revealed. There are two such parameters in the case of ideal fluid: the bottom sloping angle and the breaking parameter. A stage-by-stage approach for finding run-up characteristics is formulated: the linear calculation of shoreline oscillations and the subsequent non-linear transformation of the solution according to the Riemann method. Solution of the nononedimensional problems of wave run-up on a beach in the linear formulation is obtained. © Kluwer Academic Publishers 1992 |
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Abstract A review of papers investigating tsunami wave run-up on a beach is given and the control parameters of the problem are revealed. There are two such parameters in the case of ideal fluid: the bottom sloping angle and the breaking parameter. A stage-by-stage approach for finding run-up characteristics is formulated: the linear calculation of shoreline oscillations and the subsequent non-linear transformation of the solution according to the Riemann method. Solution of the nononedimensional problems of wave run-up on a beach in the linear formulation is obtained. © Kluwer Academic Publishers 1992 |
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N.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Exact analytical solutions of nonlinear problems of tsunami wave run-up on slopes with different profiles</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">1992</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Kluwer Academic Publishers 1992</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract A review of papers investigating tsunami wave run-up on a beach is given and the control parameters of the problem are revealed. There are two such parameters in the case of ideal fluid: the bottom sloping angle and the breaking parameter. A stage-by-stage approach for finding run-up characteristics is formulated: the linear calculation of shoreline oscillations and the subsequent non-linear transformation of the solution according to the Riemann method. Solution of the nononedimensional problems of wave run-up on a beach in the linear formulation is obtained.</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Mazova, R. Kh.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Natural hazards</subfield><subfield code="d">Kluwer Academic Publishers, 1988</subfield><subfield code="g">6(1992), 3 vom: Nov., Seite 227-249</subfield><subfield code="w">(DE-627)131010271</subfield><subfield code="w">(DE-600)1088547-X</subfield><subfield code="w">(DE-576)03285272X</subfield><subfield code="x">0921-030X</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:6</subfield><subfield code="g">year:1992</subfield><subfield code="g">number:3</subfield><subfield code="g">month:11</subfield><subfield code="g">pages:227-249</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/BF00129510</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHY</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-GGO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4012</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">6</subfield><subfield code="j">1992</subfield><subfield code="e">3</subfield><subfield code="c">11</subfield><subfield code="h">227-249</subfield></datafield></record></collection>
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