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1. Irregular wave runup on smooth slopes
by Ahrens, J.P and Coastal Engineering Research Center (U.S.)
1981, Coastal engineering technical aid, Volume 81-17., 26
The results of several laboratory studies have been used to develop a method to estimate the wave runup and rundown on plane, smooth slopes cuased by irregular... 
wave runup | water waves
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2. Prediction of irregular wave overtopping
by Ahrens, J and Coastal Engineering Research Center (U.S.)
1977, Coastal engineering technical aid, Volume 77-7., 20
A proposed technique is described for predicting overtopping rates for structures exposed to irregular wind-generated waves by extending the method of... 
wave runup | irregular waves | overtopping
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3. Approximate upper limit of irregular wave runup on riprap
by Aherns, J.P and Heimbaugh, M.S and Coastal Engineering Research Center (U.S.)
1988, Technical report CERC, Volume 88-5., 1 v.
This report describes methods to calculate the approximate upper limit of runup on riprap revetments caused by irregular wave action. A formula to predict the... 
prediction | riprap | wave runup | irregular waves
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4. Reanalysis of wave runup on structures and beaches
by Stoa, P.N and Coastal Engineering Research Center (U.S.)
1978, Technical paper (Coastal Engineering Research Center (U.S.)), Volume 78-2., 131
Published results of tests of monochromatic wave runup were reanalyzed for both smooth and rough structure surfaces. Wave runup theort is discussed briefly and... 
coastal structures | riprap | wave runup | coastal engineering
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5. Revised wave runup curves for smooth slopes
by Stoa, P.N and Coastal Engineering Research Center (U.S.)
1978, Coastal engineering technical aid, Volume 78-2., 35
Results of previous tests of monochromatic wave runup on smooth structure slopes were reanalyzed. Runup results for both breaking and nonbreaking waves are... 
breakwaters | coastal structures | wave runup | coastal engineering
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6. Prediction of irregular wave rump
by Ahrens, J and Coastal Engineering Research Center (U.S.)
1977, Coastal engineering technical aid, Volume 77-2., 14
A technique is described for estimating the runup distribution of wind-generated waves, extending the method of runup prediction for waves of constant height... 
waves | design wave | wave runup | wind waves
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7. Wave runup on a 1 on 10 slope
by Aherns, J and Coastal Engineering Research Center (U.S.)
1975, Miscellaneous paper (Coastal Engineering Research Center (U.S.)), Volume 12-75., 25
This study compares the runup caused by monochromatic and simple irregular waves on a smooth 1 on 10 slope. Wave runup was measured by use of a modified... 
waves | coastal structures | wave gauges | wave runup
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8. Post-tsunami survey field guide
Intergovernmental Oceanographic Commission
1998, 1st ed., Manuals and guides (Intergovernmental Oceanographic Commission), Volume 37., 1 v. (various pagings)
warning services | wave runup | tsunamis | tsunami generation | marine
Book
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9. Laboratory study on macro-features of wave breaking over bars and artificial reefs
by Smith, E.R and Kraus, N.C and Coastal Engineering Research Center (U.S.)
1990, Technical report CERC, Volume 90-12., 1 v.
A laboratory experiment was conducted in a wave tank to examine macroscale features of wave breaking over bars and reefs. Submerged triangular-shaped obstacles... 
wave height | wave runup | wave dissipation | breaking waves
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10. Review and comparison of methods for estimating irregular wave overtopping rates
by Douglass, S.L and Coastal Engineering Research Center (U.S.)
1986, Technical report CERC, Volume 86-12., 40
Methods for estimating the volume rate of wave overtopping by irregular seas are reviewed. Four methods are discussed in detail. Each method is discussed... 
breakwaters | floods | coastal structures | wave runup | irregular waves | overtopping
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11. Run-up of a double-humped wave impingent on a plane, sloping beach
by Williams, J.A and Hawaii Institute of Geophysics
1971, HIG (Series), Volume 71-8., 1 v. (various pagings)
wave runup | wave processes on beaches | waves on beaches
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12. Observations and experiments on solitary wave deformation
by Street, R.L and Camfield, F.E and United States. Office of Naval Research. Earth Sciences Division and Stanford University. Dept. of Civil Engineering
1966, 85(1)-66., Volume 85(1)-66., vi, 10, [8] f.
m:water waves | wave runup | breaking waves | deformation | waves on beaches
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13. Full Text Assessment of runup predictions by empirical models on non-truncated beaches on the south-east Australian coast
by Atkinson, Alexander L and Power, Hannah E and Moura, Theo and Hammond, Tim and Callaghan, David P and Baldock, Tom E
Coastal Engineering, ISSN 0378-3839, 01/2017, Volume 119, pp. 15 - 31
This paper assesses the accuracy of 11 existing runup models against field data collected under moderate wave conditions from 11 non-truncated beaches in New... 
Swash | Beaches | Runup | Model accuracy, remote sensing | remote sensing | Model accuracy | WAVE RUNUP | ENGINEERING, CIVIL | ENGINEERING, OCEAN | HEIGHT | Root-mean-square errors | Errors | Data sets | Predictions | Scaling | Mathematical models | Assessments
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14. Full Text Exploiting remote imagery in an embayed sandy beach for the validation of a runup model framework
by Valentini, Nico and Saponieri, Alessandra and Danisi, Alessandro and Pratola, Luigi and Damiani, Leonardo
Estuarine, Coastal and Shelf Science, ISSN 0272-7714, 09/2019, Volume 225, p. 106244
Storm surge and wave runup are key determinants of the potential for beach overwashing during storm events. However, the prediction and quantification of wave... 
Video monitoring | SWASH | UAV | Wave runup | Runup empirical formulas | STRUCTURE-FROM-MOTION | SEA-LEVEL | REGION | SETUP | PROFILE | PARAMETERIZATION | SWASH ZONE | MARINE & FRESHWATER BIOLOGY | OCEANOGRAPHY | PHOTOGRAMMETRY | Physics | Environmental Sciences
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15. Full Text Numerical investigation of breaking solitary wave runup on permeable sloped beach using a nonhydrostatic model
by Qu, K and Sun, W.Y and Deng, B and Kraatz, S and Jiang, C.B and Chen, J and Wu, Z.Y
Ocean Engineering, ISSN 0029-8018, 12/2019, Volume 194, p. 106625
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16. Boussinesq modeling of wave propagation and runup over fringing coral reefs, model evaluation report
by Demirbilek, Z and Nwogu, O.G and United States. Army. Corps of Engineers and Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station)
2007, ix, 101
fringing reefs | wave propagation | wave spectra | wave runup | coral reefs | bottom friction | Boussinesq approximation | wave processes on beaches | wave breaking
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17. Full Text A new parameterisation for runup on gravel beaches
by Poate, Timothy G and McCall, Robert T and Masselink, Gerd
Coastal Engineering, ISSN 0378-3839, 11/2016, Volume 117, pp. 176 - 190
Video derived runup statistics from ten separate deployments at six field sites have been used to develop a new parameterisation for the prediction of runup of... 
XBeach | XBeach-G | Barriers | Video | Parameterisation | Gravel | Beaches | Runup | STORM RESPONSE | SWASH | HYDRODYNAMICS | ADJUSTMENT | NATURAL BEACH | WAVE RUNUP | ENGINEERING, CIVIL | ENGINEERING, OCEAN | DYNAMICS | MORPHOLOGICAL CHANGE | Analysis | Marine sciences | Grain size | Parameters | Mathematical analysis | Mathematical models | Spectra | Statistics
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18. Full Text Development and validation of a two-layer Boussinesq model for simulating free surface waves generated by bottom motion
by Fang, Kezhao and Liu, Zhongbo and Sun, Jiawen and Xie, Zhihua and Zheng, Zeyu
Applied Ocean Research, ISSN 0141-1187, 01/2020, Volume 94, p. 101977
In this work, a recently developed two-layer Boussinesq model with high accuracy regarding linear and nonlinear properties and interior kinematic properties... 
Boussinesq model | Tsunami | Landslide | Runup | Bottom motion
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19. Wave transformation at isolated vertical piles in shallow water
by Hallermeier, R.J and Ray, R.E and Coastal Engineering Research Center (U.S.)
1978, Technical paper (Coastal Engineering Research Center (U.S.)), Volume 78-1., 187
This report presents the results of a laboratory investigation of wave height measurements at an isolated pile. The investigation was motivated by the... 
wave direction sensors | piles | wave forces | wave measuring equipment | velocity | wave runup
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20. Mono Lake explosion test series, 1965 analysis of surface wave and wave runup data
by Whalin, R.W and Pace, C.E and Lane, W.F and U.S. Army Engineer Waterways Experiment Station and United States. Defense Atomic Support Agency
1970, N-70-12., Volume N-70-12., 160
USA | tests | wave propagation | wave runup | underwater explosions | water waves | freshwater | California | Mono L | wave data
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