Coastal Engineering & Port Engineering

Morphodynamics

2011-12: Sediment Transport and Hydrodynamics in the Elbe Estuary between Geesthacht and Scharhörn after Construction of DOW Jetty near Stade

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

2008-07: Morphodynamics at a temporary Sheet Pile Wall near the Entrance of the Offshore Basis Port Cuxhaven – Construction Phase

2009-14: Transient Simulation of Bridge Scour at Osborne Bridge Lagos /Nigeria

2009-10: : Lomé Container Terminal – Longterm Morphodynamic Analysis for a Breakwater for Longshore Currents and their Interaction with Waves

Hydrodynamics

2015-29: Extension of the Offshore Basis Cuxhaven: Calculation of Current Velocities in the Elbe Estuary between Großer Vogelsand and Brunsbüttel to simulate Ship Maneuvring in the Ship Simulator

2010-07: Extension of Europakai / Berth 4 considering Berths 8 and 9 – Simulation of Tidal Currents

Mooring Forces

2008-10: Design of a dynamic Mooring System for Waves induced by passing POSTPANMAX Ships for Berth K1 at Stade-Bützfleth

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

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)

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

2009-07: Simulation of Currents in the River Elbe in Front of Berth 9 / Cuxhaven for Ship Handling Simulation

2007-05: Simulation of Currents in the River Elbe in Front of Berth 8 / Cuxhaven for Ship Handling Simulation

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.

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