-
1
-
-
0038684077
-
Performance of a saturation-based dissipation-rate source term in modeling the fetch-limited evolution of wind waves
-
Alves J.H.G.M., and Banner M.L. Performance of a saturation-based dissipation-rate source term in modeling the fetch-limited evolution of wind waves. J Phys Oceanogr 33 6 (2003) 1274-1298
-
(2003)
J Phys Oceanogr
, vol.33
, Issue.6
, pp. 1274-1298
-
-
Alves, J.H.G.M.1
Banner, M.L.2
-
2
-
-
85007371494
-
Between wave- and tide-dominated coasts: the middle ground revisited
-
[Special issue]
-
Anthony E.J., and Orford J.D. Between wave- and tide-dominated coasts: the middle ground revisited. J Coast Res 36 (2002) 8-15 [Special issue]
-
(2002)
J Coast Res
, vol.36
, pp. 8-15
-
-
Anthony, E.J.1
Orford, J.D.2
-
3
-
-
33746222746
-
-
Bleck M, Oumeraci H, Schüttrumpf H. Combined wave overtopping and overflow of dikes and seawalls. In: Proceedings of the 27th international conference on coastal engineering, Sydney, Australia; 2000.
-
-
-
-
4
-
-
33746222747
-
-
Bretschneider CL. Revisions in wave forecasting: deep and shallow water. In: ASCE Proceedings of the 6th international conference on coastal engineering; 1958. p. 30-67.
-
-
-
-
5
-
-
33746196307
-
-
Broich K. Simulation of the IMPACT dam-break experiments using different calculation methods. In: Proceedings of the 2nd IMPACT project workshop: Mo-i-Rana, Norway, September 12-13; 2002.
-
-
-
-
6
-
-
23144460699
-
Prediction of wind waves in a shallow estuary
-
Chen Q., Zhao H.H., Hu K.L., and Douglass S.L. Prediction of wind waves in a shallow estuary. ASCE, J Waterway Port Coast Ocean Eng 131 4 (2005) 137-148
-
(2005)
ASCE, J Waterway Port Coast Ocean Eng
, vol.131
, Issue.4
, pp. 137-148
-
-
Chen, Q.1
Zhao, H.H.2
Hu, K.L.3
Douglass, S.L.4
-
7
-
-
33746233090
-
-
Chen YH, Anderson BA. Development of a methodology for estimating embankment damage due to flow overtopping. Final Rpt, Simons, Li and Associates Inc. for Federal Highway Admin. and Forest Service. Contract No. DTFH61-82-00104, SLA Project No. DC-FHA-01; 1987.
-
-
-
-
8
-
-
33746196336
-
-
Cudworth AG, Jr. Flood hydrology manual. A Water Resources Technical Publication, US Dept of the Interior, Bureau of Reclamation, Denver, CO, USA; 1989.
-
-
-
-
10
-
-
0034290459
-
The statistics of embankment dam failures and accidents
-
Foster M., Fell R., and Spannagle M. The statistics of embankment dam failures and accidents. Can Geotech J 37 (2000) 1000-1024
-
(2000)
Can Geotech J
, vol.37
, pp. 1000-1024
-
-
Foster, M.1
Fell, R.2
Spannagle, M.3
-
11
-
-
0034290495
-
A method for assessing the relative likelihood of failure of embankment dams by piping
-
Foster M., Fell R., and Spannagle M. A method for assessing the relative likelihood of failure of embankment dams by piping. Can Geotech J 37 (2000) 1025-1061
-
(2000)
Can Geotech J
, vol.37
, pp. 1025-1061
-
-
Foster, M.1
Fell, R.2
Spannagle, M.3
-
12
-
-
33746206073
-
-
Fread DL. BREACH: An erosion model for earthen dam failures. National Weather Service, Office of Hydrology, Silver Spring, MD; 1988 (revised 1991).
-
-
-
-
14
-
-
0037339949
-
Revisiting Wilson's formulas for simplified wind-wave prediction
-
Goda Y. Revisiting Wilson's formulas for simplified wind-wave prediction. ASCE, J Waterway Port Coast Ocean Eng 129 2 (2003) 93-95
-
(2003)
ASCE, J Waterway Port Coast Ocean Eng
, vol.129
, Issue.2
, pp. 93-95
-
-
Goda, Y.1
-
15
-
-
33746206075
-
-
Hanson, GJ, Cook KR, Britton SL. Observed erosion processes during embankment overtopping tests. ASAE Meeting Paper No. 032066, St. Joseph, MI, USA; 2003.
-
-
-
-
16
-
-
10244264758
-
Estimation of wave run-up on smooth, impermeable slopes using the wave momentum flux parameter
-
Hughes S.A. Estimation of wave run-up on smooth, impermeable slopes using the wave momentum flux parameter. Coast Eng 51 (2004) 1085-1104
-
(2004)
Coast Eng
, vol.51
, pp. 1085-1104
-
-
Hughes, S.A.1
-
17
-
-
0023306777
-
An extension of Bishop's simplified method of slope stability analysis to three dimensions
-
Hungr O. An extension of Bishop's simplified method of slope stability analysis to three dimensions. Géotechnique 37 (1987) 113-117
-
(1987)
Géotechnique
, vol.37
, pp. 113-117
-
-
Hungr, O.1
-
18
-
-
0000074887
-
Applications of the theory of similarity to the analysis of wind-generated wave motions as a stochastic process
-
[Transl. in Bull Acad Sci USSR, Geophys Ser 1962:73-80]
-
Kitaigorodskii S.A. Applications of the theory of similarity to the analysis of wind-generated wave motions as a stochastic process. Izv Akad Nauk SSSR, Ser Geofiz (1962) 105-117 [Transl. in Bull Acad Sci USSR, Geophys Ser 1962:73-80]
-
(1962)
Izv Akad Nauk SSSR, Ser Geofiz
, pp. 105-117
-
-
Kitaigorodskii, S.A.1
-
19
-
-
33746233092
-
-
Lassing BL, Vrouwenvelder ACWM, Waarts PH. Reliability analysis of flood defence systems in the Netherlands. Safety and Reliability. In: Proceedings of the ESREL 2003 conference, Maastricht, The Netherlands, June 15-18; 2003. p. 1005-14.
-
-
-
-
20
-
-
33746222748
-
-
Lewin J, Ballard G, Bowles DS. Gate reliability: an important part of dam safety. 2003 USSD Annual Lecture, Charleston, SC, USA; 2003.
-
-
-
-
21
-
-
0036880178
-
Drag coefficients with fetch-limited wind waves
-
Lin W.Q., Sanford L.P., Suttles S.E., and Valigura R. Drag coefficients with fetch-limited wind waves. J Phys Oceanogr 32 11 (2002) 3058-3074
-
(2002)
J Phys Oceanogr
, vol.32
, Issue.11
, pp. 3058-3074
-
-
Lin, W.Q.1
Sanford, L.P.2
Suttles, S.E.3
Valigura, R.4
-
22
-
-
33746222728
-
-
Morris M. Physical model 2: Video. In: Proceedings of the 2nd IMPACT project workshop, Mo-i-Rana, Norway, September 12-13; 2002.
-
-
-
-
23
-
-
33746196306
-
-
Oumeraci H, Schüttrumpf H, Moller SJ, Droste T. Physical model tests on wave overtopping with nature sea state - 2D model tests with single, double and multi-peaked wave energy spectra, 1999, LWI-report No. 852.
-
-
-
-
24
-
-
84950153362
-
-
Schüttrumpf H, Möller J, Oumeraci H. Overtopping flow parameters on the inner slope of seadikes. In: Proceedings of the 28th ICCE 2002, Cardiff UK, vol. 2; 2002. p. 2116-27.
-
-
-
-
25
-
-
11244277142
-
-
Schüttrumpf H, Van Gent MRA. Wave overtopping at seadikes. In: Proceedings of Coastal Structures 2003, ASCE, Portland, Oregon, August 26-30; 2003. p. 431-43.
-
-
-
-
26
-
-
0021177026
-
Sediment transport formula for steep channels
-
Smart G.M. Sediment transport formula for steep channels. J Hydr Eng, ASCE 110 3 (1984) 267-276
-
(1984)
J Hydr Eng, ASCE
, vol.110
, Issue.3
, pp. 267-276
-
-
Smart, G.M.1
-
27
-
-
0035716965
-
Wind-wave development across a large shallow intertidal estuary: a case study of Manukau Harbour, New Zealand
-
Smith M.J., Stevens C.L., Gorman R.M., McGregor J.A., and Neilson C.G. Wind-wave development across a large shallow intertidal estuary: a case study of Manukau Harbour, New Zealand. New Zeal J Marine Freshwater Res 35 (2001) 985-1000
-
(2001)
New Zeal J Marine Freshwater Res
, vol.35
, pp. 985-1000
-
-
Smith, M.J.1
Stevens, C.L.2
Gorman, R.M.3
McGregor, J.A.4
Neilson, C.G.5
-
28
-
-
0022466750
-
Wind-wave prediction
-
Sobey R.J. Wind-wave prediction. Ann Rev Fluid Mech 18 (1986) 149-172
-
(1986)
Ann Rev Fluid Mech
, vol.18
, pp. 149-172
-
-
Sobey, R.J.1
-
30
-
-
11244296345
-
-
Soliman A, Reeve D. Numerical study for small negative freeboard wave overtopping and overflow of sloping sea wall. In: Proceedings of the coastal structures 2003 conference: Portland, OR, August 26-30; 2003. p. 643-55.
-
-
-
-
31
-
-
33746206069
-
-
Sverdrup HU, Munk WH. Wind, sea and swell; 1947. US Navy Hydrogr. Off. Publ. 601.
-
-
-
-
32
-
-
33746233095
-
-
US Army Coastal Engineering Research. Shore Protection Manual, 3 vols. Books for Business; 2002.
-
-
-
-
33
-
-
33746222751
-
-
USBR. Freeboard criteria and guidelines for computing freeboard allowances for storage dams. Denver, CO: US Dept of the Interior, Bureau of Reclamation; 1981.
-
-
-
-
34
-
-
33746222749
-
-
USBR. Freeboard criteria and guidelines for computing freeboard allowances for storage dams. Denver, CO: US Dept of the Interior, Bureau of Reclamation; 1992.
-
-
-
-
37
-
-
33749531733
-
-
Wang Z, Bowles DS. Three-dimensional non-cohesive earthen dam breach model. Part 1, Theory and methodology. Adv Water Resour, accepted for publication, doi:10.1016/j.advwatres.2005.11.009.
-
-
-
-
38
-
-
33749529540
-
-
Wang Z, Bowles DS. Three-dimensional non-cohesive earthen dam breach model. Part 2, Validation and applications. Adv Water Resour, accepted for publication, doi:10.1016/j.advwatres.2005.11.010.
-
-
-
-
39
-
-
0000511327
-
Numerical prediction of ocean waves in the North Atlantic for December, 1959
-
Wilson B.W. Numerical prediction of ocean waves in the North Atlantic for December, 1959. Deut Hydrograph Z 18 3 (1965) 114-130
-
(1965)
Deut Hydrograph Z
, vol.18
, Issue.3
, pp. 114-130
-
-
Wilson, B.W.1
|