Table Of Contentoa COASTAL
4) ENGINEERING
ELSEVIER
Coastal Engineering 33 (1998) 235-262
Author Index Volumes 1—30
Aargaard, T., R.C. Nelson and J. Gonsalves, A field study of wave reflections from <
exposed dissipative beach, by R.C. Nelson and J. Gonsalves 16 (1991) 425
Aas, B., see Brevik, I 3 (1979) 149
Abernethy, C.L., see Treloar, P.D. 2(1978) 1
Adel, H.D., see De Groot, M.B 26 (1995) 241
Adriaanse, L.A. and J. Coosen, Beach and dune nourishment and environmental aspects. . . 16 (1991) 129
Agnon, Y., A. Sheremet, J. Gonsalves and M. Stiassnie, Nonlinear evolution of a unidirec-
tional shoaling wave field 20 (1993) 29
FUME Pig BRO PECUMESS Withee aie se, 6leiwia eae arian ehd ea, aclerer ded ug fe eueeee cane Bele 19 (1993) 207
Al-Rabeh, A.H. and N. Gunay, On the application of a hydrodynamic model for a limited
sea area 17 (1992) 173
Al-Rabeh, A.H. and N. Gunay, On the application of a particle dispersion model 17 (1992) 195
Fae IMME, Paseo, LEW GRIER MNMIM Pei o,5 ) re. (oils Gis) ye. daca bsa hd Bee on eMw ena eel He aie 25 (1995) 205
Allen, J.R., Field evaluation of a beach profile response to steepness as predicted by the
Dean model 9(1985) 71
2 (1978) 215
Allender, J.H. and J.D. Ditmars, Field measurements of longshore currents on a barred
beach 5 (1981) 295
Allison, H., Expeditious regimes of artificial beach nourishment or dredging... ...... 5 (1981) 311
Allyn, N. and B.R. Wasilewski, Some influences of ice rubble field formations around
artificial islands in deep water 5 (1981) 211
Anand, N.M., see Chandramohan, P 20 (1993) 173
Anastasiou, K., R.G. Tickel and J.R. Chaplin, Measurements of particle velocities in
laboratory-scale random waves 6 (1982) 233
Anastasiou, K., see Dong, P. 15 (1991) 279
Anastasiou, K., see 16 (1991) 245
Anastasiou, K., 18 (1992) 347
Anastasiou, K., 19 (1993) 223
Anastasiou, K., see Zhao, Y. 20 (1993) 59
PARE Se OCT IIR Ce asa a 6d) ofw ield a!S aliva m wier edasennle ea bane ee eve 16 (1991) 399
Andersen, J.S., see Wilson, K.C. 25 (1995) 191
24 (1994) 233
Angelides, D., see Mei, C.C. 1(1977) 31
Antia, E.E., Beach cusps and beach dynamics: A quantitative field appraisal 13 (1989) 263
Antsyferov, S.M. and R.D. Kos’ yan, Study of suspended sediment distribution in the coastal
zone 14 (1990) 147
Antsyferov, S.M., T. Basifisky and N.V. Pykhov, Measurements of coastal suspended
sediment concentrations 7 (1983) 145
Apelt, C.J. and J. Piorewicz, Laboratory studies of breaking wave forces acting on vertical
cylinders in shallow water 11 (1987) 263
Arami, A., see Hattori, M 22 (1994) 79
0009-2541 /98/$19.00 © 1998 Elsevier Science B.V. All rights reserved.
Author Index Volumes 1—30
Aranuvachapun, S. and J.A. Johnson, Beach profiles at Gorleston and Great Yarmouth 2 (1978) 201
ea ce ce SN eo rel a tetra a! va Les eine ieee ene aie ee ee ae eee ace aea 30 (1997) 311
Arnskov, M.M., J. Freds@e and B.M. Sumer, Bed shear stress measurements over a smooth
bed in three-dimensional wave-current motion 20 (1993) 277
Baba, M., see Kurian, N.P. 9 (1985)
SOO, NE SEER, VEMDI WRa i g Sw eeS S a eS anew Oe we ele es 23 (1994) ;
Baldock, T.E. and C. Swan, Extreme waves in shallow and intermediate water depths . . . . 27 (1996)
Balloffet, A.. M.L. Scheffler and T.F. Sergi, Frequency of tidal storm surge at New Harbor
(New York) and Newark Bay (New Yersey) 6 (1982) 281
Balsillie, J. and R.W.G. Carter, The visual estimation of shore-breaking wave heights .. . . 8 (1984) 367
Baquerizo, A. and M.A. Losada, Transfer function between wave height and wave pressure
for progressive waves, by Y.-Y. Kuo and J.-F. Chiu: comments 24 (1994) 351
Bardsley, W.E . W.M. Mitchell and G.W. Lennon, Estimating future sea level extremes
under conditions of sea level rise 15 (19912)9 5
SRPRIAG, ENE Tc SOO TE EN BRING 55.50 S56 a,-0i8 BES Beh we cael & os whe IS(991) 41
Barry, D.A., see Li, 30 (1997) 105
Basco, D.R., 8 (1984) 389
Basco, D.R., D.A Bellomo, J.M. Hazelton and B.N. Jones, The influence of seawalls on
subaerial beach volumes with receding shorelines 30 (1997) 203
Basinsky, ee see Antsyferov, S.M 7 (1983) 145
Battjes, | J. A . A case study of wave height variations due to currents in a tidal entrance. . . . 6 (1982) 47
Battjes, J A . A review of methods to establish the wave climate for breakwater design 8 (1984) 141
Battjes, | J A., Basic Coastal Engineering, by R.M. Sorensen 3 (1979) 143
Battjes, j \ , Coastal Hydraulics by A.M. Nuir Wood and C.A. Fleming 6 (1982) 300
Battjes, | J./ \., The effect of an offshore bank in attenuating waves, by M.J. Tucker, A.P. Carr
and E.¢ 8 (1984) 95
Battjes, J. 19 (1993) 151
Battjes, J 23 (1994) 1
Battjes J , See 30(1997) 1
Battjes, J.A., see Sakai, T 4 (1980) 65
Begemann, C.L., Rockfill in Hydraulic Engineering by D. Stephenson 4 (1980) 185
Beji, S., Note on nonlinearity parameter of surface waves 25 (1995) 81
Beji, S. and J.A. Battjes, Experimental investigation of wave propagation over a bar 19 (1993) 151
Beji, S. and J.A. Battjes, Numerical simulation of nonlinear wave propagation over a bar 23(1994) 1
Bellomo, D.A., see Basco, D.R 30 (1997) 203
Bélorgey, M., J. Le Bas and A. Grandjean, Application of laser Doppler velocimetry to the
study of turbulence generated by swell in the vicinity of walls or obstacles 13 (1989) 183
Bennett, G.S., P. McIver and J.V. Smallman, A mathematical model of a slotted wavescreen
breakwater 18 (1992) 231
Berkhoff, J.C.W., N. Booy and A.C . Radder, Verification of numerical wave propagation
models for simple harmonic linear water waves 6 (1982) 255
Berlamont, J., M. Ockenden, E. Toorman and J. Winterwerp, The characterisation of
cohesive sediment properties 21 (1993) 105
Bethoux, J.P., Ecohydrodynamics, Proceedings of the 12th International Liege Colloquium
on Ocean Hydrodynamics by J.C.J. Nihoul (Editor) 6 (1982) 299
Bijker, E.W., Sturmflut, by M. Petersen and H. Rohde 2 (1978) 173
Rt ae ec OS Te EIB Semel a eas ae oe Gal whol alee e Geelel Miele OSS, Dia en 23 (1994) 305
Birben, A.R., see Yiiksek,O . 26 (1995) 225
Birben, A.R., see Yiiksek, O. 30 (1997) 303
ON Pag OE MR EPR aa 5 56a in. la ca his (G6 TeH Ey a IROGTER, OLR ASS ONAL Sisal HERS 28 (1996) 93
Bishop, C.T. and M.A. Donelan, Measuring waves with pressure transducers 11 (1987) 309
Bishop, C.T., M.A. Donelan and K.K. Kahma, Shore protection manual’s wave prediction
reviewed 17 (1992) 25
Author Index Volumes 1
Bishop, C.T., see Nielsen, P 12 (1988) 38
Bishop, C.T., see Skafel, M.G. 23 (1994) :
Black, K., Suspended sediment load during an asymmetric wave cycle over a plane bed. . . 23 (1995)
Black, K.P. and M.A. Rosenberg, Semi-empirical treatment of wave transformation outside
and inside the breaker line 16 (1991) °
Black, K.P. and M.A. Rosenberg, Suspended sand measurements in a turbulent environ-
ment: field comparison of optical and pump sampling techniques 24 (1994)
Black, K.P., R.M. Gorman and G. Symonds, Sediment transport near the break point
associated with cross-shore gradients in vertical eddy diffusivity 26 (1995) 153
Black, K.P., see Masselink, G. 25 (1995) 165
Blackley, M.W.L., see Heathershaw, A.D 3 (1979) 249
Blackmore, P.A., see Hedges, T.S. 9 (1985) 387
Blidberg, D.R., R.W. Corell and A.S. Westnat, Probable ice thickness of the Arctic Ocean 5 (1981) 159
Blondeaux, P., 25 (1995) 227
25 (1995) 237
Bondzie, C. and V.G. Panchang, Effects of bathymetric complexities and wind generation in
a coastal wave propagation model 21 (1993) 333
Booij, N., A note on the accuracy of the mild-slope equation 7 (1983) 191
Booij, N., see Holthuijsen, L.H 13 (1989) 23
Booy, N., see Berkhoff, J.C.W 6 (1982) 255
Bose, S., Beach and dune erosion during storm surges, by P. Vellinga............. 8 (1984) 189
Bosman, J.J., E.T.J.M. van der Velden and C.H. Hulsbergen, Sediment concentration
measurements by transverse suction 11 (1987)
RRR, SOR OMIM Nee 6 6 ei) 64. be le anes eee we) eee ene eee 8 (1984)
Bowen, A.J., see Doering, J.C. 26 (1995)
Bowman, M. and R. Dolan, The influence of a research pier on beach morphology and the
distribution of Emerita talpoida 6 (1982) 1
Brampton, A.H., see Ozasa, H. 4 (1980)
Brevik, I., Flume experiments on waves and currents II. Smooth bed 4 (1980)
Brevik, I., Higher-order waves propagating on constant vorticity currents in deep water . . . 2 (1978) 2
Brevik, I., Remarks on set-down for wave groups and wave-current systems 2 (1978) 313
Brevik, I. and B. Aas, Flume experiment on waves and currents. I. Rippled bed 3 (1979) 149
Briand, M.-H.G. and J.W. Kamphuis, Sediment transport in the surf zone: a quasi 3-D
numerical model 20 (1993)
Briand, M.-H.G. and J.W. Kamphuis, Waves and currents on natural beaches: a quasi 3-D
numerical model 20 (1993) 101
Broberg, P.C.., 8 (1984) 265
Broker, I., see Roelvink, J.A. 21 (1993) 163
Brookins, A.H., see Lippmann, T.C. 27 (1996) 1
Brorsen, M., Source generation on nonlinear gravity waves with the boundary integral
equation method 11 (1987) 93
Brorsen, M., see Frigaard, P. 24 (1994) 205
Browder, A.E., see Dean, R.G. 29 (1997) 291
REN UCSRMIAA N Den SUG UCN PMRRNUIE Be a sas oie s care owes Wilo f madras Alam pds. wit ale tale Ll os 5 (1981) 83
Bruun, P., Beach and dune erosion during storm surges, by P. Vellinga 8 (1984) 171
Bruun, P., Beach scraping it is damaging to beach stability? 7 (1983) 167
Bruun, P., Common reasons for damage or breakdown of mound breakwaters 2 (1978) 261
Bruun, P., Discussion of Rubble mound breakwaters of composite slopes, by E. Naheer and
V. Buslov 9 (1985) 189
Bruun, P., Laboratory study on the shoreline changes behind a coastal structure by K
Mizumura and N. Shirashi 7 (1983) 177
Bruun, P., Mexican Symposium on Port Planning Design and Construction 7 (1983) 183
Bruun, P., Practical solution to a beach erosion problem 1(1977) 3
Bruun, P., review of conditions for uses of the Bruun Rule of erosion 7 (1983) 77
Author Index Volumes 1—30
Bruun, P., Sedimentary balances (land and sea) with special reference to the Icelandic south
coast from Torlakshérn to Dyrholsey. River nourishment of shores practical analo-
gies on artificial nourishment 10 (1986) 193
Bruun, P. and A. Fiihrbéter, Model and prototype tests for wave impact and run-up on a
uniform 1:4 slope, by A. Fuhrboter 11 (1987) 291
Bruun, P. and A.R. Giinbak, Stability of sloping structures in relation to € tana VH i
risk criteria in design 1 (1977) 287
Bruun, P. and J.W van der Meer, Stability of breakwater armour layers
formulae, by J.W van der Meer 13 (1989) 81
Bruun, P. and R. Silvester, Sediment by-passing across coastal inlets, by R. Silvester 11 (1987) 175
3ruun, P. and S. Kjelstrup, Practical views on the design and construction of mound
breakwaters. . 5 (1981) 171
Bryant, E., Comparison of computed and observed breaker wave heights 3 (1979) 39
Buhr Hansen, J., see Svendsen, L.A 1 (1977) 261
Bullock, G.N., see Davidson, M.A 28 (1996) 93
Bungey, J.H., see Millard, $.G 14(1990) 57
Burcharth, H.F A comparison of nature waves and model waves with special reference to
wave grouping 4 (1980) 303
Burcharth, H.F., Comments on the paper by G.W. Timco *‘On the structural integrity of
dolos units under dynamic loading conditions”’ 7 (1983) 97
Burcharth, H.F., Full-scale dynamic testing of dolosse to destruction 4 (1980) 229
Burcharth, H.F., The effect of wave grouping on on-shore structures 2 (1978) 189
Burcharth, H.F. and O.H. Andersen, On the one-dimensional steady and unsteady porous
flow equations 24 (1994) 233
Burcharth FP. GL, Howell and Z. Liu, On the determination of concrete armour unit
stresses including specific results related to Dolosse 15 (1991) 107
Burrows, R. and T.S. Hedges, The influence of currents on ocean wave climates 9 (1985) 247
Buslov, V., see Naheer, E 8 (1984) 195
SoU: 20Rs, GU NG Wook G. aia a eve, sao cae ore Deanne Soe a Reetelens 21 (1993) 225
Carmel, Z., D.1 Inman and A. Golik, Characteristics of storm waves off the Mediterranean
coast of Israel. 9 (1985)
‘armel, bi ie Inman and A. Golik, Directional wave measurement at Haifa, Israel, and
sediment transport along the Nile littoral cell 9 (1985) 21
armel, Z.., see Galvin, C 9 (1985) 398
‘arr, A.P., see Tucker, ! 7 (1983) 133
arr, A.P., see Tucker, } 8 (1983) 96
‘arter, R.W.G., see Balsillie, J 8 (1984) 367
‘ecconi, G., see Vieira, J 21 (1993) 301
‘hakrabarti, S.K. and R.P. Cooley, The stability of some currently used wave parameters
a discussion. 1 (1977) 359
‘hakrabarti, S.K., A. Wolbert and W.A. Tam, Wave forces on inclined tubes 1 (1977) 149
‘han, I S., Mechanics of deep water plunging-wave impacts on vertical structures 22 (1994) 115
‘han, | S., H.-F Cheong and B.-C. Tan, Laboratory study of plunging wave impacts on
vertical cylinders 25 (1995) 87
‘handler, P., see Masson, D 20 (1993) 249
Chandramohan, P., B.U. Nayak and N.M. Anand, The wave vane - a device to measure
the breaker angle 20 (1993) 173
‘handramohan, P., B.U. Nayak and V.S. Raju, Application of longshore transport equations
to the Andhra Coast, east coast of India 12 (1988) 285
‘hapalain, G., R. Cointe and A. Temperville, Observed and modeled resonantly interacting
progressive water-waves 16 (1991) 267
Chaplin, J.R., Developments of stream-function wave theory 3 (1979) 179
Chaplin, J.R., see Anastasiou, K. 6 (1982) 233
Author Index Volumes 1—30
Chapman, D.M., Coastal erosion and the sediment budget, with special reference to the
Gold Coast, Australia 4 (1980) 207
Chen, R., see Dean, R.G. 29 (1997) 29]
Chen, W.-S. and W.W.-G. Yeh, Calibration of a two-dimensional dydrodynamics model 9 (1985) 298
Chen, W.F., Stress in Subsoil and Methods of Final Settlement Calculation, by J. Feda 3 (1979) 244
Cheong, H.-F. and M. Patarapanich, Reflection and transmission of random waves by a
horizontal double-plate breakwater 18 (1992) 63
Cheong, H.-F., M.H.A. Khader, C.-J. Yang and R. Radhakrishnan, The dispersion of
radioactive tracers along the east coast of Singapore 17 (1992) 71
Cheong, H.-F., N.J. Shankar, R. Radhakrishnan and A.-C. Toh, Estimation of sand transport
by use of tracers along a reclaimed shoreline at Singapore Changi Airport 19 (1993) 311
Cheong, H.-F., see Chan, E.-S. 25 (1995) 87
Cheong, H.-F., see Patarapanich, M. 13 (1989) 161
Cheong, H.-F., see Shankar, N.J. 11 (1987) 189
Cheong, H.-F., see Subbiah, K 15 (1991) 333
Chesher, T., see De Vriend, H.J. 21 (1993) 225
Chioukh, N. and R. Narayanan, Inertia dominated forces on oblique horizontal cylinders in
waves near a plane boundary 22 (1994) 185
Chiu, J.-F., see Kuo, Y.-Y. 24 (1994) 355
23 (1994) 81
7 (1983) 61
Christensen, F.T., P.C. Broberg, S.E. Sand and P. Tryde, Behaviour of rubble-mounds
breakwater in directional and uni-directional waves 8 (1984) 265
Christiansen, Chr. and J.T. Moller, Beach erosion at Klim, Denmark. A ten-year record . . . 3 (1979) 283
Church, J.C. and E.B. Thornton, Effects of breaking wave induced turbulence within a
longshore current model 20 (1993)
Cieslikiewicz, W. and O.T. Gudmestad, Stochastic characteristics of wave kinematics in
laboratory-scale random waves 26 (1995) 35
Coéffé, Y., S. Courtier and B. Latteux, Tidal sea mathematical modelling: Current applica-
tions and future developments 11 (1987) 479
Cointe, R., see Chapalain, G. 16 (1991) 267
RR SOGOU LMI RN eka a dcd gies (end. Wivg ORR One ne eae eieeee eae ekeuaters 23 (1994) 61
RA penmNet SUE OO CHMNTANOREM CWE alle ns) 4 Klasse “0 eel gea ire e pis ilw h orc Oa ene epeele 13 (1989) 305
Collins, M.B., see Voulgaris, G 26 (1995) 117
Collins, M.B., see Voulgaris, G 30 (1997) 161
Cooker, M.J. and D.H. Peregrine, Wave impact pressure and its effect upon bodies lying on
the sea bed 18 (1992) 205
Cooley, R.P., see Chakrabarti, S.K 1 (1977) 359
Cooper, A.J., see Smallman, J.V 13 (1989) 247
Cooper, C.K., A numerical modelling study of low-frequency circulation on the West
Florida Shelf 11 (1987) 29
Cn Rea SY MORON BPRS A. Sat Edo 'S 20-0: Vaca, Bl eS el rh aDEN ELa le atehaeelelw as 16 (1991) 129
Coosen, J., see Roelse, P 16(1991) 43
Copeland, G.J.M., A practical alternative to the mild-slope wave equation 9 (1985) 125
Copeland, G.J.M., Practical radiation stress calculations connected with equations of wave
propagation 9 (1985) 195
Corell, R.W., see Blidberg, D.R. 5 (1981) 159
Courtier, S., see Coéffé, Y. 11 (1987) 479
Creasey, D.J., Fundamentals of Marine Acoustics, by J.W. Caruthers 2 (1978) 175
Cruz, E.C., M. Isobe and A. Watanabe, Boussinesq equations for wave transformation on
porous beds 30 (1997) 125
Cunha, C., see Guedes Soares, C 29 (1996) 149
12 (1988) 133
240 Author Index Volumes 1-30
Dally, W.R.., Random breaking waves: a closed-form solution for planar beaches 14 (1990) 233
Dally, W.R.. Random breaking waves: field verification of a wave-by-wave algorithm for
engineering application 16 (1991) 369
Dally, W.R., R.G. Dean and 1.A. Svendsen, Mass flux and undertow in a surf zone, by I.A.
Svendsen 10 (1986) 289
Dally, 15 (19912)9 9
Dalrymple, . See Hedges, T.S 11 (1987) 87
Dalrymple, . See Kirby, J.T 23 (1994) 185
Dalrymple, . see Kirby, J.T 8 (1984) 219
Dalrymple, » See Kirby, | - 8 (1984) 387
Dalrymple, . See Kirby 9 (1985) 545
Dalrymple see Kirby, 5 (1981) 35
Dalrymple see Liu, P.L.-F 8 (1984) 33
Dalrymple, R.A., see Wu, Y.C 11 (1987) 241
Damaskinidou, A., see Tsotsos, S. 13 (1989) 117
Dattatri, J., N. Jothi Shankar and H. Raman, Wind velocity distribution over wind-generated
1 (1977) 243
Davidsen, E. and B. Hansen, The Faroese wave- and current-measuring project 5 (1981) 111
Davidson, M.A., P.A.D. Bird, G.N. Bullock and D.A Huntley, A new non-dimensional
number for the analysis of wave reflection from rubble mound breakwaters 28 (1996) 93
Davies, A.G., Field observations of the threshold of sand motion in a transitional wave
boundary layer 4 (1980) 23
Davies, A.G., see O'Hare, T.J 18 (19922)5 1
Davies, A.M., On extracting current profiles from vertically integrated numerical models 11 (19874)4 5
Davies, C.D., see Millard, S.G 14(1990) 57
Davies, M.H., see Kamphuis, J.W 10 (1986) 1
Davies, M.H., see Mogridge, G.R. 22 (19952)5 5
Dean, R.G. and M. Perlin, Intercomparison of near-bottom kinematics by several wave
theories and field and laboratory data 9 (1985) 399
san, R.G., R. Chen and A.E. Browder, Full scale monitoring study of a submerged
breakwater, Palm Beach, Florida, USA 29 (1997) 291
san, R.G., see Dally, W.R 10 (1986) 289
SN Oe ON RN S05. 8.A d. ow WW Bie OCS So Swe ere Qs ee BR 9 (1985) 221
san, R.G., 27 (1996) 195
san, R.G.., § 30 (1997) 169
> Girolamo, P., An experiment on harbour resonance induced by incident regular waves
and irregular short waves 27 (1996) 47
e Graauw, A., Wave statistics based on ship’s observations 10 (1986) 105
> Graauw, A., see van Houweninge, G 6 (1982) 331
> Groot, M.B., H.D. Adel, T.P. Stoutjesdijk and C.J. Van Westenbrugge, Risk of dike
failure due to flow slides 26 (1995) 241
Je Haan, W., Deterministic computer-aided optimum design of rock rubble-mound break-
water cross-sections ISC991) 3
Deigaard, R., A note on the three-dimensional shear stress distribution in a surf zone 20 (1993) 157
Deigaard, R. and J. Fredse, Shear stress distribution in dissipative water waves 13 (1989) 357
Deigaard, R., P. Justesen and J. Fredsze, Modelling of undertwo by a one-equation
turbulence model 15 (19914)3 1
Deigaard, R., see Schaffer, H.A. 20 (1993) 185
Rey oe, ee MNO PRS ioc, Ses oS ek POSE ROR NS pI Ole ne hae 11 (1987) 159
Desiré, J.M., see Losada, M.A. 9 (1985) 357
De Swart, H.E., see De Vriend, H.J. 21 (1993) 225
Devanathan, R., see Muralikrishna, I.V. 2 (1978) 119
De Vriend, H.J., J. Zyserman, J. Nicholson, J.A. Roelvink, P. Péchon and H.N. Southgate,
Medium-term 2DH coastal area modelling 21 (1993) 193
Author Index Volumes 1—30
De Vriend, H.J., M. Capobianco, T. Chesher, H.E. De Swart, B. Latteux and M.J.F. Stive,
Approaches to long-term modelling of coastal morphology: a review 21 (1993) 225
De Vriend, H.J.,. 2DH mathematical modelling of morphological evolutions in shallow
water 11 (1987) 1
De Vriend, H.J. and M.J.F. Stive, Quasi-3D modelling on nearshore currents 11 (1987) 565
De Vriend, H.J., W.T. Bakker and D.P. Bilse, A morphological behaviour model for the
outer delta of mixed-energy tidal inlets 23 (1994) 305
De Vriend, H.J., see Dingemans, M.W 11 (1987) 539
IG VeREMte RU, SOU SUNUU IN a ore, aes '6 016 6 ooo: 406 se 6a: eno o Rha era teneienelia 16 (1991) 147
De Vriend, H.J., see van Dongeren, A.R 22 (1994) 287
Dias, F. and P.L. Monkmeyer, The effects fo wave-induced seepage on an impervious
breakwater with an extended foundation base 15 (19914)1 7
Dingemans, M.W., A.C. Radder and H.J. de Vriend, Computation of the driving forces of
wave-induced currents 11 (1987) 539
Dippner, J.W., A swell model of the German Bight 11 (1987) 527
Ditmars, J.D., see Allender, J.H. 5 (1981) 295
Dodd, N., Efficient higher-order finite-difference schemes for parabolic models 28 (1996) 57
Doering, J.C. and A.J. Bowen, Parametrization of orbital velocity asymmetries of shoaling
and breaking waves using bispectral analysis 26 (1995) 15
ECR FIG SOU MIS OF a oie: 5:i .6 eee (aaa Sueiw Hime Saco hw gel & helene ee 16 (1991) 399
Dolan, R., B. Hayden and J. Heywood, A new photogrammetric method for determining
shoreline erosion 2 (1978) 21
Dolan, R., B. Hayden and J. Heywood, Analysis of coastal erosion and storm surge hazards . 2(1978) 41
Dolan, R., see Bowman, M 6 (1982) 179
Dolan, R., see Hayden, B 2 (1978) 351
Donelan, M.A., F. Anctil and J.C. Doering
16 (19913)9 9
field beneath irregular waves
11 (1987) 309
Donelan, M.A., see Bishop, C.T
17 (1992) 25
Donelan, M.A., see Bishop, C.T
18 (19921)1 1
Donelan, M.A., see Drennan, W.M
12 (1988) 384
Donelan, M.A., see Nielsen, P
Dong, P. and K. Anastasiou, A numerical model of the vertical distribution of longshore
currents on a plane beach 15 (1991) 279
Dore, B.D., On the second approximation to mass transport in the bottom boundary layer . . 6 (1982) 93
Drennan, W.M., K.K. Kahma and M.A. Donelan, The velocity field beneath wind-waves —
observations and inferences 18 (1992) 111
Dreyzis, Y., see Kantardgi, I 20 (1993) 203
Dube, S.K., P.C. Sinha and G.D. Roy, Numerical simulation of storm surges in Bangladesh
using a bay-river coupled model 10 (1986) 85
Easson, W.J. and C.A. Greated, Breaking wave forces and velocity fields 8 (1984) 233
Eidsvik, K.J. and T. Utnes, A model for sediment re-entrainment and transport in shallow
basin flows 15 (19912)4 7
Eliassen, J., see Kristinsson, B 2 (1978) 85
Elwany, M.H.S., J. Reitzel and M.R. Erdman, Modification of coastal currents by power
15 (1991) 359
plant intake and thermal discharge systems
3 (1979) 243
Embleton, C., Drainage Basin Morphology, by S.A. Schumm (Editor)
5 (1981) 275
Endo, T., see Yamamoto, M.
18 (19922)6 7
Endresen, H.K. and A. Torum, Wave forces on a pipeline through the surf zone
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Falconer, R.A. and L. Mardapitta-Hadjipandeli, Bethymetric and shear stress effects on an
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Author Index Volumes |
Fanos, A.M., see Frihy, O.E 15 (1991) 409
Felder, W., see Hayden, B 2 (1978) 351
Felder, W.N. and J.S. Fisher, Simulation model analysis of seasonal beach cycles 3 (1979) 269
Fenton, J.D. and W.D. McKee, On calculating the lengths of water waves 15 (1991) 499
Fernandes, J.L.M., see Leitao, J.C. 18 (1992) 315
Ferreira, \.M., see Guedes Soares, C 29 (1996) 149
Fines, S O.G. Houmb, K. Mo and T. Overvik, On the estimation of wind wave spectra by
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Fisher, J.S., see Felder, W.N 3 (1979) 269
Fisher, J.S., see Overton, M.F. 23 (1994) 151
Flaten, G. and O.B. Rygg, Dispersive shallow water waves over a porous sea bed 15 (1991) 347
Flather, R.A., Numerical Modelling of Marine Hydrodynamics, Application to Dynamic
Physical Processes by H.-G. Raming and Z. Kowalik 4 (1980) 279
Fleming, C.A.., 20 (1993) 8&5
Fleming, C.A., 30 (1997) 235
Fleming, C.A., see Reeve, D.E 30 (1997) 259
Fleming, C.A., see Townend, I.H 16 (1991) 115
Flick, R.E. and B.W. Waldorf, Performance documentation of the Longard tube at Del Mar,
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Fons, J., see Vieira, J. 21 (1993) 301
Foster, D.N., see Hall, K.R 14 (1990) 215
Foster, D.N., see Wilkinson, D.1 3 (1979) 143
Foti, | and P. Blondeaux, Sea ripple formation: the heterogeneous sediment case 25 (1995) 237
Foti, E. and P. Blondeaux, Sea ripple formation: the turbulent boundary layer case 25 (1995) 227
Franco, | . Vertical breakwaters: the Italian experience 22 (1994) 31
Franco, L., A. Lamberti, A. Noli and U. Tomasicchio, Evaluation of risk applied to the
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Fredsee, and B.M. Sumer, Scour at t 29 (1997) 231
Fredso@e, J., see Arnskov, M.M 20 (1993) 277
Fredse, J Deigaard, R 13 (1989) 357
Fredse J Laursen, T.S 24 (1994) 81
Fredsoe, J., Sumer, B.M. 20 (1993) 317
Fre“dJ sge,. |J Sumer, B.M. 29 (1997) 201
Fredsze, J Deigaard, R 15 (1991) 431
Frigaard, P. and M. Brorsen, A time-
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Frihy, O.E., A.M. Fanos, A.A. Khafagy and P.D. Komar, Patterns of nearshore sediment
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Fuhrboter, A., see Bruun, P 11 (1987) 291
Furnes, G.K and M. Mork, Formulation of a continuously stratified sea model with
three-dimensional representation of the upper layer 11 (1987) 415
Gabriel, D.W and T.S. Hedges, Effects of currents on interpretation of subsurface pressure
spectra 10 (1986) 309
Gaillard, P., Numerical modelling of wave-induced currents in the presence of coastal
structures 12 (1988) 6:
Gaillard, P., see Gourlay, M.R. 13 (1989) 30:
Galloway, J.S.. M.B. Collins and A.D. Moran, Onshore /offshore wind influence on
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Galvin, C., The continuity equation for longshore current velocity with breaker angle
adjusted for a wave-current interaction 11 (1987) 115
Galvin, C. and P.J. Visser, Laboratory measurements of uniform longshore currents, by P.J.
Visser 18 (1992) 333
Author Index Volumes 1—30
Galvin, C., Z. Carmel, D.L. Inman and A. Golik, Directional wave measurement at Haifa,
Israel, and sediment transport along the Nile littoral cell, by Z. Carmel, D.L. Inman and
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13 (1989) 379
Gao, S. and M. Collins, Tidal inlet stability in response to hydrodynamic and sediment
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Garcia, A.., see Wang, H. 10 (1986) 379
Georgiadis, M., see Tsotsos, S. 13 (1989) 117
Gerber, M., Modelling dissipation in harbor resonance 10 (1986) 211
Gerritsen, F., Stability of Tidal Inlets - Theory and Engineering, by P. Bruun, co-authors
A.J. Mehta and I.G. Johnson 3 (1979) 246
Gerritsen, F., see Wang, N. 24 (19943)1 5
Ghali, S.A., An effective way of increasing the stability of quays 4 (1980) 281
Giménez-Curto, L.A., see Losada, } 3 (1979) 77
Giménez-Curto, L.A., see Losada, } 4 (1980) 187
Giménez-Curto, L.A., see Losada, } 5 (1981) 147
Gimenez-Curto, L.A., see Losada, } 6 (1982) 83
Girolamo, P.D., see Hurdle, D. 25 (1995) 109
Goda, Y., Dynamic response of upright breakwaters to impulsive breaking wave forces 22 (1994) 135
Golik, A., see Carmel, Z. 9 (1985) 21
Golik, A., see Carmel, Z. 9(1985) 1
Golik, A., see Galvin, C. 9 (1985) 398
Gonsalves, J., see Aargaard, T. 16 (1991) 425
Gonsalves, J., see Agnon, Y. 20 (1993) 29
Gonsalves, J., see Nelson, R.C 15 (19914)5 7
Gonsalves, J., see Nelson, R.C 17 (1992) 49
Gopalakrishnan, T.C. and C.C. Tung, Run-up of non-breaking waves — a finite-element
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Gorman, R.M., Wave diffraction in step-walled harbours 18 (1992) 39
Gorman, R.M., see Black, K.P 26 (1995) 153
Gourlay, M.R., Wave set-up on coral reefs. 1. Set-up and wave-generated flow on an
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Gourlay, M.R., Wave set-up on coral reefs. 2. Set-up on reefs with various profiles 28 (1996) 17
Gourlay, M.R., Wave set-up, wave run-up and beach water table: Interaction between surf
zone hydraulics and groundwater hydraulics 17 (1992) 93
Gourlay, M.R., Wave transformation on a coral reef 23 (1994) 17
Gourlay, M.R. and P. Gaillard, Numerical modelling of wave-induced currents in the
presence of coastal structures, by P. Gaillard 13 (1989) 303
Gousidou-Koutita, M., see Koutitas, C 10 (1986) 127
Grace, R.A., Surface wave heights from pressure records 2 (1978) 55
Graff, J., Concerning the recurrence of abnormal sea levels 2 (1978) 177
Graham, C., The parameterisation and prediction of wave height and wind speed persistence
Statistics for oil industry operational planning purposes 6 (1982) 303
Grandjean, A., see Bélorgey, M. 13 (1989) 183
SpE MNOE es Poees OG MEME WUE Bw Co 95 (6-055 5d he 6 6 wee se Be wel elena eines 8 (1984) 233
Green III, T., Edge waves near a seawall 10 (1986) 119
Greenwood, B. and D.J. Sherman, Longshore current profiles and lateral mixing across the
surf zone of a barred nearshore 10 (1986) 149
15 (1991) 543
15 (19914)9 7
26 (1995) 35
Guedes Soares, C., A.M. Ferreira and C. Cunha, Linear models of the time series of
significant wave height on the Southwest Coast of Portugal 29 (1996) 149
2~ 44 Author Index Volumes 1
Gunay, N., see Al-Rabeh, A.H 17 (1992) 173
Gunay, N., see Al-Rabeh, A.H 17 (1992) 195
Giinbak, A.R., see Bruun, P. 1 (1977) 287
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19 (1993) 263
Hall, K.R. and D.N Foster, Internal and external pressure measurements in reshaped
breakwaters 14 (1990)
Hall, K.R. and J.S. Kao, The influence of armour stone gradation on dynamically stable
breakwaters 15 (19913)3 :
Hall, K.R.. G.M. Smith and D.J. Turcke, Comparison of oscillatory and stationary flow
through porous media 24 (1994) 2
Hallermeier, R.J., Unified modeling guidance based on a sedimentation parameter for beach
changes 9 (1985)
Hallermeyer, R.J., \ profile zonation for seasonal sand beaches from wave climate 4 (1980) 25
Hamanaka, K.-i., Open, partial reflection and incident-absorbing boundary conditions in
wave analysis with a boundary integral method 30 (1997) 281
Hameed, T.S.S., see Kurian, N.P.... . 9 (1985) 347
6 (1982) 209
Hamer, F.C., see Hamer, D.G. 6 (1982) 209
Hamm, L., M. Isaacson and S. Qu, Waves in harbour with partially reflecting structures, by
M. Isaacson and S. Qu 15 (1991) 305
Hamm, L., P.A. Madsen and D.H. Peregrine, Wave transformation in the nearshore zone 21 (1993) 5
Hamm, | . See Soulsby, R.L. 21 (1993) 41
Hamm, L., see Teisson,C 21 (1993) 129
Hansen, B., see Davidsen, E. 5 (1981) 111
Hansen, J.B., Periodic waves in the surf zone: analysis of experimental data 14(1990) 19
Hansen, J.B., see Svendsen, IA. 12 (1988) 23
Hardcastle, P.J., see Heathershaw, A.D. 3 (1979) 249
Harikai, S., see Kraus, N.C 7(1983) 1
Haring, J., 3 (1979) 97
Harper, B.A. and R.J Sobey, Open-boundary conditions for open-coast hurricane storm
surge 7(1983) 41
Hasegawa, A.., 5 (1981) 275
Hattori, M., A. Arami and T. Yui, Wave impact pressure on vertical walls under breaking
waves of various types 22 (1994) 79
Hayden, B., R. Dolan and W. Felder, Spatial and temporal analyses of shoreline variations 2 (1978) 351
Hayden, B., see Dolan, R 2 (1978) 21
Hayden, B., see 2(1978) 41
Hazelton, J.M., see 30 (1997) 203
Heathershaw, A.D., M.W.L. Blackley and P.J. Hardcastle, Wave direction estimates in
coastal waters using radar 3 (1979) 249
Hedges, T.S. and B.W. Lee, The equivalent uniform current in wave-current computations 16 (1991) 301
Hedges, T.S. and M.S. Kirkg6z, An experimental study of the transformation zone of
plunging breakers 4 (1980) 319
Hedges, T.S., J.T. Kirby and R.A. Dalrymple, An approximate model for nonlinear
dispersion in monochromatic wave propagation models, by J.T. Kirby and R.A. Dalrym-
ple 11 (1987) 87
Hedges, T.S., P.A. Blackmore and P.J. Hewson, Experiments on full-scale wave impact
pressures, by P.A. Blackmore and P.J. Hewson 9 (1985) 387
Hedges, T.S., R.G. Tickell and J. Akrigg, Interaction of short-crested random waves and
large-scale currents 19 (1993) 207
Hedges, T.S., see Burrows, R 9 (1985) 247