| SBEACH: numerical model for simulating storm-induced beach change. Report 1, Emperical foundation and model development M Larson, NC Kraus Coastal Engineering Research Center (US), 1989 | 490 | 1989 |
| Variability of shore and shoreline evolution MJF Stive, SGJ Aarninkhof, L Hamm, H Hanson, M Larson, KM Wijnberg, ... Coastal engineering 47 (2), 211-235, 2002 | 418 | 2002 |
| State of knowledge on measurement and modeling of coastal overwash C Donnelly, N Kraus, M Larson Journal of coastal research 22 (4), 965-991, 2006 | 342 | 2006 |
| SBEACH: Numerical model for simulating storm-induced beach change M Larson Report, 1989 | 329 | 1989 |
| Temporal and spatial scales of beach profile change, Duck, North Carolina M Larson, NC Kraus Marine Geology 117 (1-4), 75-94, 1994 | 328 | 1994 |
| An analytical model to predict dune erosion due to wave impact M Larson, L Erikson, H Hanson Coastal Engineering 51 (8-9), 675-696, 2004 | 324 | 2004 |
| Evaluation of beach erosion and accretion predictors NC Kraus Proc. Conf. Coastal Sediments' 91, ASCE, 1991 | 213 | 1991 |
| Prediction of cross-shore sediment transport at different spatial and temporal scales M Larson, NC Kraus Marine geology 126 (1-4), 111-127, 1995 | 211 | 1995 |
| A general formula for non-cohesive bed load sediment transport B Camenen, M Larson Estuarine, Coastal and Shelf Science 63 (1-2), 249-260, 2005 | 204 | 2005 |
| A new formula for the total longshore sediment transport rate A Bayram, M Larson, H Hanson Coastal Engineering 54 (9), 700-710, 2007 | 203 | 2007 |
| Analytical solutions of the one-line model of shoreline change M Larson, H Hanson, NC Kraus Coastal Engineering Research Center (US), 1987 | 183 | 1987 |
| Modelling of coastal evolution on yearly to decadal time scales H Hanson, S Aarninkhof, M Capobianco, JA Jimenez, M Larson, ... Journal of Coastal Research, 790-811, 2003 | 168 | 2003 |
| Engineering methods for predicting beach profile response DL Kriebel, NC Kraus, M Larson Coastal Sediments, 557-571, 1991 | 167 | 1991 |
| Numerical model of longshore current for bar and trough beaches M Larson, NC Kraus Journal of Waterway, Port, Coastal, and Ocean Engineering 117 (4), 326-347, 1991 | 158 | 1991 |
| Equilibrium beach profiles under breaking and non-breaking waves M Larson, NC Kraus, RA Wise Coastal Engineering 36 (1), 59-85, 1999 | 146 | 1999 |
| Two-dimensional depth-averaged circulation model CMS-M2D: Version 3.0, Report 2: Sediment transport and morphology change AM Buttolph, CW Reed, NC Kraus, N Ono, M Larson, B Camenen, ... ERDC/CHL TR-06 9, 2006 | 142 | 2006 |
| Cross-shore distribution of longshore sediment transport: comparison between predictive formulas and field measurements A Bayram, M Larson, HC Miller, NC Kraus Coastal Engineering 44 (2), 79-99, 2001 | 142 | 2001 |
| Sbeach: Numerical model for simulating storm-induced beach change. report 2. numerical formulation and model tests M Larson, NC Kraus, MR Byrnes | 135 | 1990 |
| Depth of closure in beach-fill design NC Kraus, M Larson, RA Wise Coastal Engineering Technical Note CETN II-40 3, 98, 1998 | 134 | 1998 |
| Variation in turbidity with precipitation and flow in a regulated river system–river Göta Älv, SW Sweden G Göransson, M Larson, D Bendz Hydrology and Earth System Sciences 17 (7), 2529-2542, 2013 | 133 | 2013 |
