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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
With our 15 years of experience with partners and clients in the industry and in the public sector we can offer tailor-made solutions for your problems.
2016-28:
Sounding of the harbor in Conakry, Guinea. INROS Lackner SE.
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.
2014-17:
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.
2011-12: 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
2010-11: 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
2009-15: 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
2008-10: 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 and PDF
2008-02: Morphological Development in the Entrance of the Offshore Basis Port Cuxhaven – Stability Breakwater “East”. Niedersachsen Ports GmbH & Co. KG.
2007-05:
Bestimmung von Strömungsgeschwindigkeiten für Manöverfahrten im Schiffssimulator für den Liegeplatz 8 des Offshore Basishavens Cuxhaven. Niedersachsen Ports GmbH & Co. KG.PDF
2006-01:
Maßnahmen zur Reduzierung von Sedimentation und Baggermengen im Bereich der Anleger 1, 1a, 2 und 3. Wilhelmshavener Raffineriegesellschaft mbH. PDF
2005-07:
Untersuchungen zur Befestigung der Sohle und der Böschungen im Bereich der Anlegestelle Gbaran / Ubie Plant am Nun River / Nigeria. Bilfinger & Berger Bauaktiengesellschaft, Auslandsbereich HNL-Nigeria.PDF
2001-03:
Gutachterliche Stellungnahme zur erzielbaren horizontalen Genauigkeit von Nassbaggerarbeiten im Zuge der Baumaßnahme „BAB A7 – Neuer Elbtunnel Hamburg (1. bis 3. Röhre) Schutzbauwerk im Fahrwasser. Heinrich Hirdes GmbH.
1999-01:
Vermeidung des Lufteintrages im Überlaufsystem eines Hopper-Saugbaggers. Krupp-Fördertechnik GmbH & Co KG.
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