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Table 1 summarizes wave-breaking behaviors: smaller incident waves

in Characteristics of Solitary Wave Breaking Induced by Breakwaters
by T. Grilli, Miguel A. Losada, Francisco Martin 1994
Cited by 11

Table 2 Wave breaking test results

in unknown title
by unknown authors
"... In PAGE 3: ... The Kinematic wave breaking parameter (Hudspeth, 2006) states that the breaking wave crest velocity is equal to the shallow-water wave velocity. Table2 compares these wave-breaking parameters. This simple test shows that the CFD model can approximate realistically wave breaking on slopes.... ..."

Table 1. The numbers of particles used and computation time for two-dimensional simulation of breaking waves.

in unknown title
by unknown authors
"... In PAGE 2: ...imulation. (a) Waves washing up on a beach. (b) Waves washing against a wharf. Table1 shows the numbers of particles used and computation time. The number of simulation steps was 20,000, and the computing environment used was a 2.... ..."

Table 1 Numbers of particles used and computation time for 2D simulation of breaking waves Parameter

in Efficient rendering of breaking waves using MPS method *
by Wang Qiang, Zheng Yao, Chen Chun, Fujimoto Tadahiro, Chiba Norishige 2005
"... In PAGE 3: ...les that are solidified. Fig.3 shows simulation results of waves washing up on a beach, and waves washing against a wharf. Table1 shows the numbers of parti- cles used and computation time. The number of simulation steps was 20000, and the computing en- vironment used was a 2.... ..."

Table 3-1 - Summary of air-water flow measurements in dam break wave flows

in Keynote Lecture Hydraulic Engineering into the 21st Century: a Rediscovery of the Wheel? (2) New Challenges
by Hubert Chanson Reader
"... In PAGE 8: ... 3-3B). Unsteady air-water flow experiments were recently performed in a 25 m long stepped flume with a flat stepped invert ( Table3 -1). A sudden flow rate was released down the initially-dry stepped chute, and air-water flow properties were measured with an array of single-tip conductivity probes located on the channel centreline (Fig.... ..."

Table 1 Longshore sediment transport database

in unknown title
by unknown authors 2007
"... In PAGE 6: ... In addition, morphological volume change methods were dis- regarded as the resulting transport rates often are due to strongly varying wave conditions because the data was collected over a significant time period. Table1 summaries the hydrodynamic and sediment conditions in the database compiled by Schoonees and Theron (1993). 4.... ..."

Table I. Drug Use Outcomes in Twin Pairs Discordant for Cannabis Use before Age 18 (234 pairs)

in Early Onset Cannabis Use and Progression to other Drug Use in a Sample of Dutch Twins
by Michael T. Lynskey, Jacqueline M. Vink, Dorret I. Boomsma, St Louis 2005

Table 1: Test Conditions for Waves over a Submerged Shoal (Vincent and Briggs, 1989)

in
by unknown authors
"... In PAGE 75: ... The rst two cases do not involve breaking waves, whereas the last case involves extensive breaking of the waves over the submerged shoal. Table1 summarizes the wave parameters for these cases.In order to recreate the results for these three example cases, the user has to create a specgen.... ..."

Table 1: Incident wave characteristics for the Delft experiments. Case (a) Case (c) Wave amplitude (m) 0.01 0.0205 Wave period (s) 2.02 1.01

in Wave Evolution over Submerged Sills: Tests of a High-Order Boussinesq Model
by Maurício Gobbi, Maur'icio F. Gobbi, James T. Kirby 1999
"... In PAGE 18: ... In case (b), wave breaking occurred on the crest of the shoal, and therefore these data were disregarded, since the present model does not include any breaking mechanism. The incident wave characteristics for cases (a) and (c) are given in Table1 . In all cases, the data from gauges at 2:0m or 4:0m (remember these are 2 experiments combined) were used to synchronize the data with the models.... ..."
Cited by 10

Table 2: Experimental results for solitary waves of height H 0 o shoaling and breaking over a slope s. CS : Camfield and Street (1969); GR : Grilli et al. (1994); PR : Papanicolaou and Raichlen (1987); SK : Skjelbreia (1987).

in Breaking Criterion and Characteristics for Solitary Waves on Slopes
by S. T. Grilli, I.A. Svendsen, Member Asce, Member Asce, R. Subramanya 1997
"... In PAGE 10: ... (1994), who reported experiments by Veeramony and Svendsen (1994) for a 1:35 slope). These results are all listed in Table2 and compared 15 in Fig. 11 to values predicted by eqs.... In PAGE 20: ... Numerical data in Table 1 are represented by : ( ) SP-PL and ( ) SU. Experimental data in Table2 are represented by : (a) ( ) PL and (4) SP; (b) ( ) SP-PL.... ..."
Cited by 38
Results 1 - 10 of 3,956