10 Terra et Aqua | Number 110 | March 2008with respect to the adjacent seabed was4 m. <strong>The</strong> natural seabed consisted of hardcoral with an Unconfined CompressiveStrength (UCS) between 2 and 4 MPa, coraldebris and silty sand.Figure 1. Location of Port Sudan situated onthe Red Sea.consortium PISP, represented by PEREMBASDN BHD, decided to charter the 1.063 kWBackhoe Dredger (BHD) Jerommeke and the37.060 kW Trailing Suction Hopper Dredger(TSHD) Vasco da Gama of Jan De Nul<strong>Dredging</strong> Ltd.Because of the uncertainties about the exactsoil conditions and characteristics beforearrival of the vessel on site, Jan De Nul<strong>Dredging</strong> Ltd. strongly advised the EPCContractor to adapt the design and dredgethe deeper trench in the steep slope with acut-&-fill profile instead with one ofJan De Nul Group’s powerful seagoing <strong>rock</strong>cutter dredgers. However, the project teamdid not allow for any modifications in thedesign and the EPC Contractor, in the end,decided to attempt to dredge the trenchwith the Vasco da Gama.<strong>The</strong>refore Jan De Nul had to make a numberof technical assumptions upon whichthe design of the <strong>rock</strong>-rippering dragheadwas to be based in order to maximise thechances of success. Assumptions weremade about the strength of the coral, itshomogeneity, the dynamic reaction forces,the wear and tear, the productivity, toFigure 2. Coral blocks with size up to 2 mexcavated by the backhoe dredger.name a few. Furthermore the databases ofprevious works carried out in coral-dredgingworks were considered and severalsimulations were done.Even with all the uncertainties mentionedabove, the EPC Contractor declared that theexecution of this work could not bear anyfurther delays, that there was no time leftto wait for results of the soil investigations(which were also delayed). <strong>The</strong> order wasgiven to mobilise both dredgers andattempt to open the pipeline-trench by anyand all means.TRENCH DREDGING IN CORAL REEF 1WITH A BACKHOE DREDGER<strong>The</strong> BHD Jerommeke was transported fromDubai to Port Sudan on board the submersiblebarge DN 116, together with itsassistance tug, a KRUPP 4000 hydraulicbreakhammer, spare <strong>rock</strong>-buckets, andsufficient spare parts.<strong>The</strong> trench bottom width was 12 m withside slope designed at 1 vertical and3 horizontal. <strong>The</strong> average trench depth<strong>The</strong> trench-dredging of the Coral Reef 1,between KP 0.048 (at the shore) and KP0.480 (water depth CD –18 m) wassuccessfully executed with the 740 kWBHD Jerommeke. <strong>The</strong> dredged material wasdeposited to each side of the trench.<strong>The</strong> work was executed between Augustand October 2006.During dredging, coral blocks of up to 2 mdiameter were excavated (Figure 2). <strong>The</strong>trench was surveyed at regular intervalsduring execution in order to monitor theprogress. <strong>The</strong>se surveys indicated that thebackhoe dredger achieved a constant andhigh productivity.TRENCH DREDGING IN CORAL REEF 2WITH A TRAILING SUCTION HOPPERDREDGER<strong>The</strong> Coral Reef 2 was located betweenKP 0.610 (CD –19 m) and KP 0.980(CD –49 m). <strong>The</strong> seabed consisted of a hardcoral formation with coral blocks of morethan 2 m in diameter and with UCS valuesbetween 8 and 12 MPa. <strong>The</strong> designedtrench had a bottom width of 12 m, sideslopes of 1 vertical and 3 horizontal and atrench depth (BOT) between 1 m and 17 mbelow original seabed as shown on thelongitudinal profile in Figure 3. <strong>The</strong> targetBOT depths of max CD –49 m excluded theuse of a <strong>rock</strong> cutter suction dredger; theEPC Contractor therefore decided to havethe trench dredged by a large trailing suctionhopper dredger and, in that respect,selected the world’s most powerful trailer.Figure 3. Longitudinal profile of the shore-approach trench (brown sections indicate the dredged section).
New Possibilities for Ripper <strong>Dredging</strong> of Rock 11BERNARD MALHERBEgraduated in 1976 with a MSc inGeology at the University of Leuven(Belgium). In 1980 he completed hisstudies as a Master of <strong>Engineering</strong>Science in Geological <strong>Engineering</strong> atthe École Nationale Supérieure deGéologie (France). He worked in thedredging industry for more than20 years – for a contractor jointventure and as an engineeringconsultant – before joining theJan De Nul Group in 2004. Since thenhe has been employed as AreaManager on many offshore projects.Presently he is <strong>Engineering</strong> Managerfor project development.Figure 4. Artist’srendering of theVasco Da Gamawhich has amaximum dredgingdepth of 135 m.PETER DE POOTERgraduated in 1990 with a MSc in Civil<strong>Engineering</strong> at the University of Ghent(Belgium). He worked in theengineering and construction industryfor more than 10 years before joiningthe Jan De Nul Group in 2003. Sincethen he has been employed as<strong>Engineering</strong> Manager on the offshoreproject Sakhalin II in Sakhalin (Russia)and as Project Manager on severaloffshore projects. Presently he isworking as Project Manager of theManifa Field Causeway and IslandConstruction Project in Saudi Arabia.Consequently, the Vasco da Gama wasselected and fitted with a specially modifieddraghead equipped with an adaptablenumber of ripper-teeth (Figure 4).During this work, this heavy and solid <strong>rock</strong>ripperingdraghead would prove its uniqueefficiency and flexibility. <strong>The</strong> extreme installedpropulsion power of the Vasco da Gama(29,400 kW of a total installed 37,000 kW)ascertained a continuous and efficientoperation and production, despite the factthat each dredging track commencedinshore with a ground-speed of 0 knots,because the ship is in fact going backwards.Moreover, the vessel was equippedwith an onboard multibeam echo-sounderin its central moon-pool for continuousonline monitoring the dredged profile byFigure 5. Ripper draghead with 1 m long ripper teeth.Figure 6. Drawing of draghead with ripper teeth on seabed.the client and project team on boardwithout having to wait for survey results.<strong>The</strong> ultimate generation of <strong>rock</strong>-ripperingdragheads, developed by Jan De Nul forthe Vasco da Gama weighs 60 tonnes, is8 m wide and is fitted with 7 ripping-teeth(1 metre long) on the draghead’s heel and20 pick points on the draghead’s visor(Figures 5 and 6). For security reasons incase of excessive ripping forces, a securityflangesystem with breaking bolts wasinstalled at the draghead/suction-tubeflange.By the time the ship arrived on site inSeptember 2006, new geotechnicalinvestigations had been done and the coresindicated heterogeneous coral reef <strong>rock</strong>sover the full thickness of the reef:Unconfined Compressive Strength (UCS)values of up to 12 MPa of the coral <strong>rock</strong>