Morphodynamics
2006-01: Reduction of Sedimentation and Maintenance Dredging at Jetty 1, 1a, 2 and 3
2007-04: Morphodynamic Simulation for Berth 8 at Offshore Basis Cuxhaven
2009-14: Transient Simulation of Bridge Scour at Osborne Bridge Lagos /Nigeria
Hydrodynamics
2010-07: Extension of Europakai / Berth 4 considering Berths 8 and 9 – Simulation of Tidal Currents
Mooring Forces
Swell and Surge
2016-28: Echo-Sounding of the harbour in Conakry, Guinea. INROS Lackner SE.
2008-06: Monitoring of Ship Passages at Berth 8 – Offshore Basis Cuxhaven
2009-04: Swell and Surge at Berth 9 at the Offshore Basis Cuxhaven for special Quai Variants
Simulation of Currents for Ship Simulation in Manoueverability Tests
Projekte
2017
2016
2016-28: Sounding of the harbor in Conakry, Guinea. INROS Lackner SE.
2015
2015-29: Extension of the Offshore Basis Cuxhaven: Calculation of Current Velocities in the Elbe Estuary between Großer Vogelsand and Brunsbüttel to simulate Ship Manoeuvring in the Ship Simulator of MTC/Hamburg: Niedersachsen Ports GmbH & Co. KG.
2014
2014-17: Design of Countermeasures against Bridge Scour of 2nd River Niger Bridge in Asaba-Onitsha/Nigeria –Phase II – „Incremental Concrete Launching Bridge“. Julius Berger International GmbH.
2011
2011-12: Sediment Transport and Hydrodynamics in the Elbe Estuary between Geesthacht and Scharhörn after Construction of DOW Jetty near Stade. Ports of Lower Saxony GmbH & Co KG.PDF
2011-03: Monitoring of Currents in the Entrance of Amerikahafen using a horizontal ADCP moving over the water depth. Ports of Lower Saxony GmbH & Co KG.PDF
2010
2010-11: Simulation of Currents in the River Elbe between Rhinplate and Lühesand for Ship Handling Simulation (CAPESIZE and BULK CARRIER-Elbemax) at the Jetty of DOW Anlagengesellschaft mbH. Niedersachsen Ports GmbH & Co. KG.
2010-07: Extension of Europakai / Berth 4 considering Berths 8 and 9 – Simulation of Tidal Currents. Niedersachsen Ports GmbH & Co. KG.PDF
2009
2009-15: Monitoring of deeg going Vessels (POSTPANMAX and Bulkers) at Berth 8 near Cuxhaven. Ports of Lower Saxony GmbH & Co. KG.
2009-14: Transient Simulation of Bridge Scour at Osborne Bridge Lagos /Nigeria. Bilfinger & Berger Gruppe. PDF
2009-10: : Lomé Container Terminal – Longterm Morphodynamic Analysis for a Breakwater for Longshore Currents and their Interaction with Waves. INROS Lackner AG. PDF
2009-04: Swell and Surge at Berth 9 at the Offshore Basis Cuxhaven for special Quai Variants. F + Z Baugesellschaft mbH. PDF
2008
2008-10: Design of a dynamic Mooring System for Waves induced by passing POSTPANMAX Ships for Berth K1 at Stade-Bützfleth. Electrabel Deutschland AG. PDF
2008-07: Morphodynamics at a temporary Sheet Pile Wall near the Entrance of the Offshore Basis Port Cuxhaven – Construction Phase. F+Z Baugesellschaft mbH (Bilfinger & Berger Gruppe). PDF
2008-06: Waves and Currents in the Entrance of the Offshore Basis Hafen Cuxhaven during the Passage of fast going Ships (POSTPANMAX Ships and Bulk Carrier). Niedersachsen Ports GmbH & Co. KG. PDF und PDF
2008-02: Morphological Development in the Entrance of the Offshore Basis Port Cuxhaven – Stability Breakwater “East”. Niedersachsen Ports GmbH & Co. KG.
2007
2007-05: Simulation of Currents in the River Elbe in Front of Berth 8 / Cuxhaven for Ship Handling Simulation. Niedersachsen Ports GmbH & Co. KG.PDF
2006
2006-01: Reduction of Sedimentation and Maintenance Dredging at Jetty 1, 1a, 2 and 3. Wilhelmshavener Raffineriegesellschaft mbH. PDF
2005
2005-07: River Bed / Shore Protection for Gbaran / Ubie Plant at Nun River / Nigeria. Bilfinger & Berger Bauaktiengesellschaft, Auslandsbereich HNL-Nigeria.PDF
2001
2001-03: Horizontal Accuracy of Dredging at BAB A7 – New Elbe Tunnel (1. – 3. Pipe) – Building of a Guiding Construction for Anchor Losses. Heinrich Hirdes GmbH.
1999
1999-01: Minimization of Air Inflow in a Storage System of a Hopper-Dredger. Krupp-Fördertechnik GmbH & Co KG.