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Modular structure for protecting an offshore vessel in a body of water from forces of ice features in the body of water is described. The modular protective structure comprising a protective harbor wall constructed and arranged to enclose a harbor space and to counteract the forces of ice features i

Modular structure for protecting an offshore vessel in a body of water from forces of ice features in the body of water is described. The modular protective structure comprising a protective harbor wall constructed and arranged to enclose a harbor space and to counteract the forces of ice features in the body of water. The modular protective structure also comprising a flotation support supporting the protective harbor wall. The flotation support having a capacity to position the modular protective structure at a raised position where the flotation support maintains at least a portion of the protective harbor wall above the water surface such that a harbor is established and the offshore vessel is protected from the forces of ice features in the body of water. Methods which utilize such a modular protective harbor structure are also described.

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1. A modular structure for protecting an offshore vessel in a body of water from forces of ice features in the body of water, the modular protective structure comprising: a protective harbor wall constructed and arranged to enclose a harbor space, the harbor space being sized to receive the offshore

1. A modular structure for protecting an offshore vessel in a body of water from forces of ice features in the body of water, the modular protective structure comprising: a protective harbor wall constructed and arranged to enclose a harbor space, the harbor space being sized to receive the offshore vessel, and the protective harbor wall constructed and arranged to counteract the forces of ice features in the body of water; and a flotation support supporting the protective harbor wall, wherein the flotation support has a capacity to position the modular protective structure at a raised position where the flotation support is in a floating condition below a surface of the body of water and where the flotation support maintains at least a portion of the protective harbor wall above the surface of the body of water such that a harbor is established and the offshore vessel is protected by the protective harbor wall from the forces of ice features in the body of water; wherein the protective harbor wall is a modular protective harbor wall comprising a plurality of discrete elements operatively coupled together to form the modular protective harbor wall which is open at the top and the bottom; and the plurality of discrete elements comprises a plurality of precast concrete panels, the plurality of precast concrete panels operatively coupled together using a wire wrapping circumferentially disposed around the plurality of precast concrete panels and a layer of shotcrete disposed over the wire wrapping. 2. The modular protective structure of claim 1, wherein the flotation support has a capacity to change a net buoyancy of the modular protective structure between a first net buoyancy at the raised position of the modular protective structure and a second net buoyancy less than the first net buoyancy at a submerged position of the modular protective structure where the modular protective structure is sufficiently submerged to protect the modular protective structure from the forces of ice features in the body of water. 3. The modular protective structure of claim 1, wherein the protective harbor wall includes a gate constructed and arranged to facilitate entry and exit of the offshore vessel into and out of the established harbor. 4. The modular protective structure of claim 1, wherein the modular protective structure further comprises an anchorage system constructed and arranged to retain the modular protective structure at a desired depth and/or location. 5. The modular protective structure of claim 1, wherein the flotation support is a modular flotation support comprising a plurality of discrete flotation elements operatively coupled together to form the flotation support. 6. The modular protective structure of claim 5, wherein the plurality of discrete flotation elements of the modular flotation support comprise a plurality of discrete flotation caissons operatively coupled together to form an annulus. 7. The modular protective structure of claim 1, wherein the protective harbor wall includes a sloped outer wall portion in an orientation to break ice features by directing portions of the ice contacted by the sloped outer wall portion downwardly. 8. The modular protective structure of claim 1, wherein an upper, outer edge portion of the annulus of the flotation support supports the protective harbor wall in an axisymmetrical relation. 9. The modular protective structure of claim 8, wherein a remaining upper portion of the annulus of the flotation support extends radially within the protective harbor wall and is constructed and arranged to receive end portions of extendible legs of a jackup as the offshore vessel. 10. The modular protective structure of claim 1, wherein the protective harbor wall is constructed and arranged to have a strength sufficient to withstand second-year ice conditions or other multi-year ice conditions such that the protective harbor wall provides a year round capacity to protect the offshore vessel within the harbor. 11. A method for extending the service of a floating offshore vessel in a geographical region having a season of ice conditions, comprising: establishing a harbor space protected from forces of ice features in a body of water at a location of operations by supporting a protective harbor wall with a flotation support to form a modular protective structure, the protective harbor wall constructed and arranged to enclose the harbor space, the harbor space being sized to receive the floating offshore vessel, the flotation support having a capacity to support the protective harbor wall in a raised position at the location of operations where the flotation support is in a floating condition below a surface of the body of water and where at least a portion of the protective harbor wall extends above the surface of the body of water; moving the offshore vessel into a position within the protective harbor wall at the location of operations; and extending operations of the offshore vessel in the season of ice conditions by maintaining the protective harbor wall in the raised position to protect the offshore vessel from ice features during the extended operations; wherein the protective harbor wall is a modular protective harbor wall comprising a plurality of discrete elements operatively coupled together to a form of the modular protective harbor wall which is open at the top and the bottom; and the plurality of discrete elements comprises a plurality of precast concrete panels, the plurality of precast concrete panels operatively coupled together using a wire wrapping circumferentially disposed around the plurality of precast concrete panels and a layer of shotcrete disposed over the wire wrapping. 12. The method of claim 11, further comprising retaining the modular protective structure at the location of operations with an anchorage system. 13. The method of claim 11, wherein the moving of the offshore vessel comprises: submerging the modular protective structure at the location of operations;moving the offshore vessel into a position proximate the location of operations; andraising the modular protective structure around the offshore vessel using the flotation support such that the offshore vessel is protected from forces of ice features in the body of water by the raised protective harbor wall. 14. The method of claim 11, wherein the flotation support is a modular flotation support comprising a plurality of discrete flotation elements operatively coupled together to form the flotation support.