digital numbers

Hydrodynamics


MIKE 21



UC2001 - Marine Track:

002

Application of numerical modelling as a guideline for the proposed development of the south harbour in the port of Colombo

M.M.G.S. Fernando, D.S. Abeysirigunawardena, D.M.P.K. Dissanayake (Sri Lanka)

Abstract Paper

005

Modelling of long-period waves in the Port of Sines, Portugal

T. Jensen (Denmark)

Abstract

Paper

007

Chacao Channel - An extreme application of MIKE 21

R. Warren, J. Larsen, H. Svendsen (Denmark)

Abstract

Paper

009

Boussinesq wave modelling of storm waves at yacht club of Rio de Janeiro - Brazil

B.M. Vargas, V.P.L. Pires, T. Jensen (Brasil)

Abstract

Paper

025

Application of MIKE21 models in Lithuania

J. Kriauciuniene (Lithuania)

Abstract

Paper

026

Case study: Physical and Numerical study of the Port of Rawson, Argentina

J. Granada, C.M. Steenberg, J.C. Savioli (Argentina)

Abstract

Paper

027

Study of wave climate in the Harbour of Aasiaat, Greenland

C.M. Andersen, C. Lodahl, N. Nondal (Denmark)

Abstract

Paper

030

Numerical modelling of cyclone effects in port planning

P.C. Fernando, T.M.K.G. Fernando (Sri Lanka)

Abstract

Paper

032

An advanced software model for prediction of carrying capacity of coastal waters

G.S. Reddy (India)

Abstract

Paper

034

Use of modelling in marina planning and design: Yalikavak Marina, Turkey

T. Gokce, M. Ozcan (Turkey)

Abstract

Paper

036

Modelling of landslide-generated waves in MIKE21  

H. Kofoed-Hansen, E.C. Giménez, P. Kronborg (Denmark)

H. Kofoed-Hansen, E.C. Giménez, P. Kronborg (Denmark)

Abstract

Paper

043

Evaluation of sequence storm on hydraulic model of reshaping breakwater

K. Kayhan, S.M. Borghei, A. Alikhani (Iran)

Abstract

Paper

044

Numerical modelling for the planning and design of a work Harbour, W Coast of India

P.N. Ananth (India)

Abstract

Paper

045

Sediment transport along the west coast of Jutland

E. Damgaard Christensen, A. Skou, I. Brøker, M. Rugbjerg, P. Sørensen (Denmark)

Abstract

Paper

046

Coastline development by various coastal protection schemes at Skagen Harbour

K. Jørgensen, A. Skou (Denmark)

Abstract

Paper

047

Influence of dissipating breakwaters on the sedimentation at Hanstholm Harbour

K. Jørgensen, A. Skou (Denmark)

Abstract

Paper

050

Development of sand waves at an offshore area north of Torsminde, Denmark

E. Damgaard Christensen, C.M. Appendini (Denmark)

Abstract

Paper

051

A 3D Operational Model for Water Quality

A.C. Erichsen, I. Sehested Hansen (Denmark)

Abstract

Paper

053

Operational 3D model of the Danish waters - Danish national program for monitoring the water environment

H.R. Jensen, H.M. Petersen, B. Rasmussen (Denmark)

Abstract

Paper

055

MIKE 21 CAMS: Coastal area morphological modelling shell

H.K. Johnson (Denmark)

Abstract

Paper

058

Data Assimilation of tidal gauge data in a three-dimensional coastal model

J.V. Tornfeldt Sørensen, H. Madsen (Denmark)

Abstract

Paper

066

The use of MIKE21 ELP to study the dispersion of thermal effluent at an industrial estate, Trinidad, West Indies

N.H. Gopaul, F. Teelucksingh (Trinidad and Tobago)

Abstract

Paper

077

Flow and sediment transport modelling around the Hirtshals headland

J.H. Jensen, C.M. Appendini (Denmark)

Abstract

Paper

104

MIKE21/MIKE3 for modelling hydrodynamics in a brackish tidal environment

J. Geils, O. Stoschek, A. Matheja (Germany)

Abstract

Paper

116

Impact assessment of potential tuna-fish farming on coastal water quality – French Riviera

French Riviera

A. Marchese, P. Gourbesville, B.A. Thomassin, A. Labrosse (Italy)

Abstract

Paper

124

Wave climate study using MIKE 21 BW - a study for an offshore wind farm

C.M. Andersen, C. Lodahl, N. Nondal (Denmark)

Abstract

Paper

126

Odense Fiord - multipurpose modelling with new MIKE 3 options

I. Sehested Hansen, J. Dørge, H. Bundgaard Madsen, A. Henriksen (Denmark)

Abstract

Paper

127

Lake Maracaibo – a comprehensive 3D modelling study

I. Sehested Hansen, J. Krogsgaard Jensen (Denmark)

Abstract

Paper

132

Assessment of salinity intrusion and sedimentation of fine sediment by numerical modelling. The Rio Grande Port example.

T. Uhrenholdt (Denmark)

Abstract

Paper

134

IMPROVING THE performance of MIKE 21 for modelling shallow water flows with steep gradients and Flood plains

A. D. McCowan (Australia), E. B Rasmussen, P. Berg (Denmark)

Abstract Paper
136 Flood forecasting in Venice

L.C. Larsen (Denmark)

  PPT