Barber R.W.; Wearing M.J., (2002), A mathematical model for predicting pollution exchange coefficient of small tidal embayments., Proceeding international conference of protection and restoration of environment VI, Skiathos, Greece, July 1-5, 355-362.
Donnely P.; MacInnis I., (1968). Experiences with self-dredging harbor entrances., Proc. 11th Conf. on “Coast. Engrg”, 1284-1294 (London, England).
Krone R. B., (1962). Flume studies on the transport of sediment in estuarine shoaling processes., Berkeley: Hydraulic Engineering Laboratory, University of California.
Kuijper C.; Christiansen H.; Cornelisse J. M.; Winterwerp J. C., (2005). Reducing Harbor Siltation .ΙΙ: Case Study of Parkhafen in Hamburg., Journal of Waterway, Port, Coastal, and Ocean Engineering., ASCE, 121 (6), 267-276.
Li C. W.; Falconer R. A., (1995). Depth Integrated modeling of tide induced circulation in a square harbour.,Journal of Hydraulic Research.,33 (3), 321-332.
Lima G. A. B.; Corrêa L.; Candezano M. A. C.; Sartori P.; Ferreira, V.G., (2010 ), A Simple NVD/TVD-Based Upwinding Scheme for Convection Term Discretization., Proceeding V “European Conference on Computational Fluid Dynamics” (ECCOMAS CFD, June 14-17, Lisbon, Portugal).
Nece R. E.; Falconer R. A., (1989), Modelling of tide induced depth averaged velocity distributions in a square harbor., Proceedings of the International Conference on “Hydraulic and Environmental Modelling of Coastal, Estuarine, and River Waters” (Bradford, UK, 56–66).
Ommen H. C.; Schaap G., (1995). Nautical dredging problems in marinas: Rep.O.N. 44.03151, 1992 Grontmij Environment, De Bilt, The Netherlands (in Dutch).
Parchure T. M.; Teeter A. M., (2002). Lesson Learned from existing projects on shoaling in harbors and navigation channels., ERDC/CHL CHETN-XIV-5, 2002, Us Army Corps of Engineers.
Pandoe W. W.; Edge B. L., (2004). Cohesive sediment transport in the 3D hydrodynamic baroclinic circulation model., Ocean Engineering, 31 (17-18), 2227-2252.
Partheniades E., (1965). Erosion and Deposition of Cohesive Soils., Journal of the Hydraulics Division., Vol. 91 no. HY I, January, 105-139.
RodiW., (1993), Turbulence models and their applications in hydraulics., IAHR Monograph, 3rd Ed., Balkema, Rotterdam, The Netherlands.
Stoschek O.; Zimmermann C., (2006). Water exchange and sedimentation in an estuarine
tidal harbor using a three dimensional
model., Technical Note, Journal of Waterway,
Port, Coastal and Ocean Engineering, 132 (4), 410-414.
Van Rijn L. C., (2004). Estuarine and coastal sedimentation problems., Proceeding of ninth “international symposium on river sedimentation”, 105-120(Yichang, China, October 18-21).
Van Maren D. S.; Winterwerp J. C.; Sas, M.; Vanlede J., (2009).The Effect of Dock Length on Harbor Siltation., Continental Shelf Research,29 (11-12), 1410-1425.
Wexler E., (1992).Analytical solution for one-, two- and three-dimensional solute transport in ground-water systems with uniform flow., USGS Report, Techniques of Water-Resources Investigations of the United States Geological Survey, Chapter B7.
Winterwerp J. C, (2005).Reducing Harbor Siltation. Ι: Methodology., Journal of Waterway, Port, Coastal, and Ocean Engineering., ASCE, 131 (6), 258-266.
Yin J.; Falconer R. A.; Chen Y.; Probert, S.D., (2000). Water and Sediment Movements in Harbours., Applied Energy, 67 (3), 341-352.
Yüksek Ö., (1995). Effect of breakwater parameters on shoaling of fishery harbors., Journal of Waterway, Port, Coastal, and Ocean Engineering., ASCE, 121 (1), 13-22.
Barber R.W.; Wearing M.J. (July 1-5, 2002). A mathematical model for predicting pollution exchange coefficient of small tidal embayments..
Proceeding international conference of protection and restoration of environment VI, Skiathos, Greece. , 355-362 Donnely P.; MacInnis I. (1968). Experiences with self-dredging harbor entrances., Proc. 11th Conf. on “Coast. Engrg”. , 1284-1294 Krone R. B. (1962). Flume studies on the transport of sediment in estuarine shoaling processes.
Hydraulic Engineering Laboratory, University of California, Berkeley. Kuijper C.; Christiansen H.; Cornelisse J. M.; Winterwerp J. C (2005). Reducing Harbor Siltation .ΙΙ: Case Study of Parkhafen in Hamburg..
Journal of Waterway, Port, Coastal, and Ocean Engineering., ASCE,. 6 (121), 267-276 Li C. W.; Falconer R. A. (1995). Depth Integrated modeling of tide induced circulation in a square harbour..
Journal of Hydraulic Research.. 3 (33), 321-332 Lima G. A. B.; Corrêa L.; Candezano M. A. C.; Sartori P.; Ferreira, V.G. (June 14-17,2010). A Simple NVD/TVD-Based Upwinding Scheme for Convection Term Discretization..
Proceeding V “European Conference on Computational Fluid Dynamics” (ECCOMAS CFD), Lisbon, Portugal. Nece R. E.; Falconer R. A. (1989). Modelling of tide induced depth averaged velocity distributions in a square harbor..
Proceedings of the International Conference on “Hydraulic and Environmental Modelling of Coastal, Estuarine, and River Waters, (Bradford, UK). , 56-66 Ommen H. C.; Schaap G. (1995). Nautical dredging problems in marinas.
Rep.O.N. 44.03151, 1992 Grontmij Environment, De Bilt, The Netherlands. Parchure T. M.; Teeter A. M. (2002). Lesson Learned from existing projects on shoaling in harbors and navigation channels..
ERDC/CHL CHETN-XIV-5, 2002, Us Army Corps of Engineers.. Pandoe W. W.; Edge B. L. (2004). Cohesive sediment transport in the 3D hydrodynamic baroclinic circulation model..
Ocean Engineering. 17-18 (31), 2227-2252 Partheniades E. (1965). Erosion and Deposition of Cohesive Soils..
Journal of the Hydraulics Division.. 91 (HY I), 105-139 Rodi W. (1993). Turbulence models and their applications in hydraulics..
IAHR Monograph, 3rd Ed., Balkema, Rotterdam, The Netherlands.. Stoschek O.; Zimmermann C. (2006). Water exchange and sedimentation in an estuarine tidal harbor using a three dimensional model..
Technical Note, Journal of Waterway,
Port, Coastal and Ocean Engineering. 4 (132), 410-414 Van Rijn L. C. (October 18-21, 2004). Estuarine and coastal sedimentation problems..
Proceeding of ninth “international symposium on river sedimentation”, Yichang, China. , 105-120 Van Maren D. S.; Winterwerp J. C.; Sas, M.; Vanlede J. (2009). The Effect of Dock Length on Harbor Siltation..
Continental Shelf Research. 11-12 (29), 1410-1425 Wexler E. (1992). Analytical solution for one-, two- and three-dimensional solute transport in ground-water systems with uniform flow..
USGS Report, Techniques of Water-Resources Investigations of the United States Geological Survey, Chapter B7.. Winterwerp J. C (2005). Reducing Harbor Siltation. Ι: Methodology..
Journal of Waterway, Port, Coastal, and Ocean Engineering., ASCE. 6 (131), 258-266 Yin J.; Falconer R. A.; Chen Y.; Probert, S.D. (2000). Water and Sediment Movements in Harbours..
Applied Energy. 3 (67), 341-352 Yüksek Ö. (1995). Effect of breakwater parameters on shoaling of fishery harbors..
Journal of Waterway, Port, Coastal, and Ocean Engineering., ASCE. 1 (121), 13-22