Patent Abstract:
The invention relates to a semi-submersible vessel designed to operate in harsh environment. The vessel has a twin-hull pontoon structure that supports four corner caissons extending vertically from the pontoons above an operational draft of the vessel. A pair of slender parallel horizontal braces connects each pair of opposing caissons, the braces extending in a general plane perpendicular to longitudinal axes of the pontoons. One of the pair of braces is secured between the forward columns and another of the pair of braces is secured between the aft columns. The braces reduce spreading and torque-induced forces acting on the columns, while not substantially increasing water plane area of the vessel. Each brace has an internal “redundancy” feature, being divided into two independent watertight compartments to continue providing buoyancy to the structure if one of the compartments is breached. Station keeping is accomplished with a full dynamically positioned system consisting of a plurality of thruster assemblies mounted on the starboard and port sides of the pontoon hull.

Full Description:
CROSS-REFERENCE TO RELATED APPLICATIONS  
       [0001]    This application is a continuation-in-part of our co-pending application Ser. No. 09/071,528 filed on May 1, 1998 entitled “Dynamically Positioned Semi-Submersible Drilling Vessel,” the full disclosure of which is incorporated by reference herein. 
     
    
     
       BACKGROUND OF THE INVENTION  
         [0002]    The invention relates to an offshore drilling unit, and more particularly to a semi-submersible vessel for conducting offshore operations in moderate or severe environments, such as the Gulf of Mexico, the North Sea, offshore Newfoundland, and the like.  
           [0003]    In recent years, the drilling operations have been conducted at increasingly greater distance from the shoreline, placing the offshore production or drilling facilities in often severe weather conditions. In such environments it is particularly important to have a stable floating facility for supporting the mineral exploration and production operations, as well as providing living accommodations to the crew and storage for the necessary equipment. In deep waters, over 7500 feet, it becomes particularly advantageous to deploy floating semi-submersible vessels, as opposed to fixed bottom anchored structures.  
           [0004]    Designs of semi-submersible vessels utilize buoyant pontoons, or lower hulls which support a plurality of vertically extending columns, the upper portions of which carry a working platform. Some of the semi-submersible vessels can have a single caisson, or column, usually denoted as a buoy while others utilize three or more columns extended upwardly from buoyant pontoons.  
           [0005]    In many such structures, vertical or diagonal braces are used between the columns, the braces contributing to the water plane area of the vessel. The braces are usually constructed with smaller diameters than that of the columns and are therefore more vulnerable to the environmental and mechanical damage. If the connecting braces are damaged, the entire structure becomes jeopardized.  
           [0006]    One example of a single-brace structure is shown in U.S. Pat. No. 4,436,050 issued on Mar. 13, 1984 to Hadar Liden entitled “Semi-Submersible Vessel.” The &#39;050 patent discloses a two-pontoon, four-column structure, with a pair of columns being mounted on a respective underwater hull, or pontoon. One transverse horizontal stay is mounted between each pair of the columns at the ends of the underwater hulls. The object of the &#39;050 patent design is to simplify the construction and to reduce the resistance to water flow. However, the minimal number of braces may be less beneficial where spreading forces acting on the four columns are relatively high and torque imposed on the columns by the pontoon lateral bending tends to twist a column structure in the direction of the prevailing wind and wave forces.  
           [0007]    There also exist numerous designs of semi-submersible vessels using diagonal braces in addition to horizontal stays. These tend reinforce the support structure of the platforms and resist destructive forces of the ocean waves. Some of the designs using diagonal braces are shown in U.S. Pat. No. 4,232,625 (Goren) and U.S. Pat. No. 4,281,615 (Wilson et al.). One of the disadvantages of the diagonal braces is increase in water plane area of the vessel, which adversely affects the weight, wave resistance and overall cost of the vessel.  
           [0008]    Another consideration that is taken into account when designing semi-submersible vessels is resistance of the vessels to heave and roll motion induced by waves. The vessels must have sufficient stability to withstand wave motions to allow the mineral exploration and production operations to be carried out in safety.  
           [0009]    This consideration becomes particularly important in harsh environments where strong winds and waves are prevalent throughout the year. The present invention contemplates provision of a semi-submersible vessel, particularly adapted for use in hostile environment, a vessel with improved safety features and high maneuverability.  
         SUMMARY OF THE INVENTION  
         [0010]    It is, therefore, an object of the present invention to provide a semi-submersible vessel with improved safety features.  
           [0011]    It is another object of the invention to provide a semi-submersible vessel with a limited number of horizontal braces assuring minimal increase in water plane area, while resisting spreading and twisting forces acting on the supporting columns.  
           [0012]    These and other objects of the invention are achieved through a provision of a semi-submersible vessel for use in particularly harsh environment. The vessel comprises a pair of parallel buoyant pontoons having a generally rectangular configuration and divided into a plurality of independent compartments. Four columns, or caissons are mounted on the pontoons and extend vertically to support the upper deck of an offshore platform suitable for conducting mineral exploration or production operations.  
           [0013]    Two pairs of parallel braces are secured transversely between the pontoons, one pair of parallel horizontal braces between aft columns and one pair of parallel horizontal braces between the forward columns, the braces extending generally perpendicularly to longitudinal axes of the elongated pontoons. The vessel has a relatively small water plane area since it does not require diagonal braces to reinforce the support column structure, and the horizontal braces are relatively small in diameter.  
           [0014]    The horizontal braces offer fixity to column twisting due to the lower hull pontoon lateral bending between the fore and aft columns caused by wave and current forces. Lateral secondary bending due to quartering seas is reduced due to the utilization of more compact bracing members having lower lateral bending inertia properties. The vessel uses no diagonal braces, thereby keeping the water plane area at a minimum.  
           [0015]    In addition to added resistance to spreading and twisting forces acting on the columns the horizontal braces offer a certain redundancy—if one of the braces becomes damaged the second brace takes up the entire load of securing the pair of columns until such time as the damaged brace can be repaired.  
           [0016]    Each horizontal brace is provided with internal “redundancy” features—they contain two independent watertight compartments. A bulkhead divides an oblong brace into two independent sections to retain stability of the vessel even if the structural integrity of a compartment wall is compromised by wave motions or physical objects striking the brace. In that manner, even if one section of the wall is damaged, the second independent buoyant compartment will help to retain structural capability at severe environmental occurrences.  
           [0017]    The vessel is moored at a location using dynamically positioned thruster assemblies mounted on the pontoons. The thruster unit extends below the pontoon, while a motor which independently drives a respective thruster unit, is mounted inside a thruster room within the pontoon. A passageway between the thruster rooms in the pontoons allows access to the thruster assemblies, with the passageway communicating with the platform at a level above an operating draft of the vessel.  
           [0018]    To minimize drag forces induced by wave motions, the columns and hulls of the pontoons are provided with outwardly convex, rounded corners. This design reduces drag force transmitted when mooring or moving the vessel. The pontoon hulls have compartments for storing ballast, drill water and other necessary supplies.  
           [0019]    The columns, or caissons house reserve mud tanks, ballast tanks, force air ventilation supply and other necessary machinery and equipment. An integrated box deck structure houses drilling and ship service equipment, power generation, storage for liquid mud and other miscellaneous objects. Living quarters and service equipment are mounted on the platform, as well.  
       
    
    
     BRIEF DESCRIPTION OF THE DRAWINGS  
       [0020]    Reference will now be made to the drawings, wherein like parts are designated by like numerals, and wherein  
         [0021]    [0021]FIG. 1 is a perspective view of the semi-submersible vessel in accordance with the present invention.  
         [0022]    [0022]FIG. 2 is an outboard profile illustration of the vessel in accordance with the present invention.  
         [0023]    [0023]FIG. 3 is a cross-sectional view of a horizontal brace for use in the vessel of the present invention.  
         [0024]    [0024]FIG. 4 is an elevational view of bow of the semi-submersible vessel of the present invention.  
         [0025]    [0025]FIG. 5 is an elevational view of stern of the vessel of the present invention.  
         [0026]    [0026]FIG. 6 is a longitudinal sectional view of starboard outboard portion of the vessel.  
         [0027]    [0027]FIG. 7 is an elevational view of columns forming part of the vessel of the present invention.  
         [0028]    [0028]FIG. 8 is a schematic view of a pontoon interior showing ballast compartments. 
     
    
     DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT  
       [0029]    Turning now to the drawings in more detail, numeral  10  designates the semi-submersible vessel of the present invention. The vessel comprises a pair of floating buoyant hulls, or pontoons  12 ,  14  divided into a plurality of watertight compartments for accommodating ballast, as well as allowing access to thruster assemblies, as will be described in more detail hereinafter. Secured to the upper portions  16  and  18  of the pontoons  12  and  14 , respectively, are columns, or caissons  20 ,  22 ,  24  and  26  that extend in a transverse relationship to the vertical axes of the pontoons  12  and  14 .  
         [0030]    The upper portions of the columns  20 ,  22 ,  24 , and  26  carry a platform  30  adapted for supporting mineral exploration and production operations. As shown in FIG. 2, parts of the columns  20 - 26 , as well as pontoons  12  and  14  are submerged below the water surface to an operational draft  32 , while the upper portions of the columns  20 - 26  and platform  30  are elevated to a level above maximum expected wave for a particular location. The ballast chambers in the pontoons  12  and  14  provide the necessary room for introducing a ballast, for example, sea water to partially submerge the structure.  
         [0031]    The operational draft  32  is generally higher than a survival draft  34  (FIG. 2) by 15 to 25 feet. When the vessel  10  encounters particularly harsh conditions, wave and hydrostatic forces act on the pontoons and on the columns, causing the vessel  10  to move vertically and angularly, subjecting the vessel to heave and pitch motions of the wave.  
         [0032]    Heave and pitch or roll motion is due to the wave actions on the pontoons and columns. These forces which cause vertical and angular motions of the vessel result in the vessel shifting in relation to a vertical to axis  36  of the vessel  10 . The angular motion of the vessel  10  is reacted by inertia and hydrostatic forces.  
         [0033]    Substantially parallel horizontal braces  38 ,  39  and  40 ,  41  extend between columns  20 ,  24 , and  22 ,  26 , respectively, as can be seen in FIGS. 1, 4 and  5 . The horizontal braces  38 ,  39 ,  40  and  41  connect the opposing pairs of columns at a vertical level above the pontoons  12  and  14  and below the survival draft  34  of the vessel  10 . Horizontal braces  38 ,  39  are positioned between the forward columns  20 ,  24 , and braces  40 ,  41  are positioned between the aft columns  22 ,  26 . The braces  38 - 41  are secured to the columns  20 ,  22 ,  24 , and  26  in the area adjacent to the columns&#39; mid-section in a horizontal plane.  
         [0034]    As can be seen in FIG. 1, the parallel braces  38 ,  39  are positioned relatively close to each other on opposite side of an imaginary centerline passing vertically through the columns  20 ,  24 . Similarly, the parallel braces  40 ,  41  are positioned relatively close to each other on opposite side of an imaginary centerline passing vertically through the columns  22 ,  26 .  
         [0035]    The slender braces  38 - 41  do not substantially increase the water plane area of the vessel, while offering increased stability and resistance to spreading and torque-induced forces acting on the columns in particularly harsh environments. Due to wave and current forces the pontoons  12  and  14  bend laterally between fore and aft columns. The braces  38 - 41  create a certain fixity, or rigidity, resisting the columns twisting.  
         [0036]    Additionally, the double-brace design allows to reduce lateral secondary bending of pontoons due to quartering seas. This effect is achieved through the use of more compact bracing members having lower lateral bending inertia properties. The vessel  10  uses no diagonal braces, instead relying on the pairs of horizontal braces for keeping the columns in a stable, rigid position.  
         [0037]    Each brace  38 - 41  is provided with an internal “redundancy” feature. As shown in FIG. 3, each horizontal brace  38 ,  39 ,  40  or  41  has a generally oval, or oblong cross section and is provided with an internal bulk head  42  which divides the brace into two equal longitudinal sections. The bulkhead  42  defines two independent compartments  44  and  46  in each of the slender braces  38 - 41 . The compartments are watertight and if the wall of one of the compartments is damaged or penetrated, the second compartment will survive, continuing to connect the columns and contribute to the stability of the vessel  10  on the water.  
         [0038]    Each pair of braces  38 ,  39  and  40 ,  41  is designed to further increase stability of the vessel by offering “external” redundancy feature. If any of the braces  38 - 41  becomes damaged, such as by an approaching tug boat, or debris floating in the water, the second of the pair of braces takes up the loads and continues to rigidly connect the respective columns until such time as the damaged brace is repaired.  
         [0039]    To improve the drag characteristics of the vessel, that is to minimize drag, the bow corners of the pontoons are formed with rounded vertical side walls  50 ,  52 ,  54  and  56  (FIG. 1, bow portion). Angular vertical side walls  51 ,  53 ,  55 , and  57  are provided in the aft sections of the pontoons  12  and  14 , as can be seen in FIGS. 1 and 8.  
         [0040]    As can be better seen in FIG. 7, each column, or caisson  20 ,  22 ,  24 , and  26  has rounded corners  60  of a discrete radius. This radius can be, for example  1 / 4  or greater of the depth or width of the generally square caisson. Such rounded corners allow to minimize drag forces, while still providing the necessary strength to the corner columns. Additionally, the constructability of the caissons is greatly improved, as flat panels can be mostly used, reducing the overall cost of the vessel construction.  
         [0041]    The vessel  10  is provided with a full dynamically positioned system of station keeping. The system consists of eight 360° fixed pitch variable speed azimuthing thruster assemblies secured to the bottom of the pontoon  12 , and in a preferred embodiment, a pair of thruster assemblies is located at starboard and a pair at port side of each pontoon  12  and  14 . It is believed that this system is sufficient for water depths up to 10,000 feet.  
         [0042]    Mounted on the main deck  64  of the platform  30  are a pair of winches  66 , one at each forward column  20  and  24  (FIG. 4). The winches  66  are designed to hold a length of wire rope for harbor mooring. If desired, the number of winches can be increased up to eight, for an 8-point pre-set mooring configuration.  
         [0043]    Turning now to FIG. 6 of the drawings, the thruster units  62  are seen connected to a drive motor means  68  positioned in a specially provided thruster room  70 . The motor means  68  can be AC drive, or other similar means. To facilitate maintenance, installation and removal of thrusters  62 , a passageway  72  is formed in the hull body  12  and  14 .  
         [0044]    The passageway  72  extends between thruster rooms  70 , the passageway  72  communicating with platform  30  at a level above the operational draft  32 . The thruster rooms  68  can be accessed directly from the upper deck  64 , or cranes can be used to get access to the thruster rooms  70 . The vessel  10  uses ballasted pontoons and caissons for operational stability. The substructure loads are distributed through columns  20 - 26 .  
         [0045]    The caissons  20 - 26  carry a box-shaped buoyant attachments  74  secured at a general area of survival draft  34 . By carefully selecting the position of the members  74 , it is possible to maximize the survival conditions of the vessel. An additional benefit of the buoyant members  74  is that there is no reduction in load capability on the vessel between operating draft and survival draft.  
         [0046]    The members  74  give variable load capability and water plane displacement. The members  74  do not substantially affect water plane area at operational draft as their position is below the draft level  32 . It is important that the members  74  do not extend past the flat portion of the caissons  20 - 26 , but rather extend in vertical alignment with the outer wall of the lower hull pontoon.  
         [0047]    Since the outer limits of the attachments  74  do not pass the vertical line of the pontoon outer wall, ease of construction of the vessel  10  at dry dock is facilitated. The outer limits of the width of the outer walls of the members  74  terminate before the outwardly convex corners  60  of the columns  20 - 26  begin to curve.  
         [0048]    The vessel  10  provides a facility for conducting mineral exploration in relatively deep waters of up to 10,000 feet. The vessel  10  is equipped with a pair of cranes  80 ,  82  mounted on crane pedestals  84 . Drilling and production operations are conducted through the platform  30  in a manner well known to those skilled in the art. Riser sections  86  (FIG. 5) are stored on the main deck, and can be delivered to the drill floor  88  in an efficient, cost effective manner.  
         [0049]    The compartments formed in the pontoon  12  and  14 , in addition to holding salt water ballast, are equipped for housing pumps, storing drill water, diesel oil and other necessary materials. The caissons  20 - 24  are also compartmentalized to hold reserve mud tanks, brine tanks, base oil tanks, ballast tanks, vents, ventilation supplies and return pipes for lower hull and column machinery compartments.  
         [0050]    Other equipment necessary for offshore operations, such as, sewerage treatment unit, portable water tanks, storage tanks can be positioned in other compartments within the columns  20 - 26 . The upper hull, or platform  30  structure uses an integrated box deck structure to house drilling and ship service equipment, power generation and storage for liquid mud, sacks, and other variable materials and equipment.  
         [0051]    Two gantry cranes are provided. One of the gantry cranes  90  can be used to run a riser, while another gantry crane  92  can be provided over the blowout preventor for splitting the storage area stack. This storage area can also be used to run sub-sea trees. The living quarters on the platform  10  can accommodate the necessary number of crew members for conducting the mineral exploration and production operations.  
         [0052]    The rounded comers of the pontoons and columns require less effort to maintain position of the vessel at a selected location above the drilling area. As a result, less power is required, less fuel is used, and the mineral exploration and production operations run more efficiently. The vessel  10  uses no anchors for remaining in place but rather a dynamically positioned system utilizing azimuthing thrusters for increased efficiency of the vessel.  
         [0053]    Many changes and modifications can be made in the design of the present invention without departing from the spirit thereof. We, therefore, pray that our rights to the present invention be limited only by the scope of the appended claims.

Technology Classification (CPC): 1