The present invention relates to a system including a drilling rig for use in the offshore industry on which a cantilever is mounted so as to be movable at least in two different directions, with the cantilever projecting more or less outside the drilling rig.

The rig can be in the form of a Jack Up platform, Tension Leg, Compliant Tower, Mono Hull Ship, Semi-Submersible or the like.

Drilling rigs in deep water have long needed lifting towers capable of lifting heavy items that are moveable on a deck. The ability to move this lifting tower significantly reduces safety hazards on a rig and the enables smoother operation and greater flexibility for various operations.

A prior art offshore drilling rig having a movable cantilever is disclosed in US 6,171, 027.

In the drilling rig according to the prior art the cantilever and connected drilling derrick are movable on rails using rollers or sliding plates. These rails are fixed onto the deck or are formed of a three-part housing which workers can trip over as they move along the deck. Accidents of all sorts have occurred with the presence of the rails or three part housings on the deck of the jack up rig and other various other sorts of drilling rigs. Furthermore these rails or housings considerably limit the number of possible uses of the deck areas on which said rails or housings are fixed.

On drilling rigs according to prior art a drilling derrick is fixed on the cantilever. One of the properties of a drilling derrick is the large base needed for stability. This large base determines the minimum width of the cantilever. Another disadvantage of a drilling derrick is

the relative inaccessibility of the drill floor due to the large number of structural beams that are in the way. This severely limits the possible number of useful activities that can be carried out on the drill floor and consequently the number of useful activities that a drilling rig can perform.

On the majority of the drilling rigs of prior art the drilling derrick moves in transversal direction on the cantilever, the latter which can only move in its longitudinal direction. The cantilever beams of existing platforms limit the transverse movement of the drilling derrick on the cantilever. As a consequence, the drilling pattern is limited to drillings within a small rectangular area. To obtain a drilling pattern, which is nevertheless acceptable the cantilever should be of a relatively wide design.

Also when a movable drilling derrick has moved over the maximal distance in the transversal direction on the cantilever the cantilever beam on the side to which this movement took place is subjected to a considerably heavier load than the other cantilever beam. Because of such asymmetric loads on the cantilever beams occurring in practice these beams should be of a relatively heavy construction.

It is an object of the present invention to propose measures to avoid one or more of the above-mentioned problems of the prior art drilling rigs.

The invention provides a system including a drilling rig and a movable cantilever according to claim 1.

Preferably the drilling tower is fixedly mounted on the cantilever and said cantilever is movable relative to the drilling rig. As a result, the drilling point always remains in the same place relative to the cantilever, viz. preferably centrally between the two cantilever sidewalls. This leads to a symmetric load on the cantilever and offers the possibility of giving the cantilever a lighter construction. Now, the width of the cantilever can be selected independently of the

displacement in the transverse direction. By increasing the movement possibility of the cantilever in the transverse direction a larger drilling pattern can be obtained than is possible with the conventional drilling rigs. The construction according to the invention further has the advantage that flexible connections for pipes, cable work, etc. must only be provided between the drilling rig and cantilever.

The cantilever is preferably constructed for movement in its longitudinal direction with the cantilever projecting more or less outside the drilling rig, and in a direction relative to the drilling rig, which is transverse hereto. To enable these movements in an efficient manner, a supporting cart is present, which supporting cart is movable with the cantilever in the transverse direction over the deck of the drilling rig, while the cantilever is supported by the supporting cart for movement in the longitudinal direction.

When the available space for movement of the cantilever with respect to the drilling rig is limited, e. g. because the rig is a jack-up platform, the cantilever with the tower can be arranged movable in two directions by extending the cantilever in its longitudinal direction and rotating the supporting cart about a rotation axis on the drilling rig.

In a concrete embodiment, the supporting cart is displaced by means of relevant hydraulic cylinders over the deck of the drilling rig guided by guiding members secured on the drilling rig and extending in the suitable direction, e. g. parallel to an edge of the rig. When the cantilever is movable in two directions by extending the cantilever in its longitudinal direction and rotating the cart about a rotation axis on the drilling rig guiding members can be dispensed with if desired.

When the supporting cart slides over the deck or the cantilever slides over the supporting cart considerable shearing forces occur. In order to at least partially relieve the parts sliding over each other in this regard friction reducing bearing means are provided at suitable locations. For instance at least two bearing members that are movable

over the deck or a rail located closest to the edge of the drilling rig are provided, which bearing members are operative in the longitudinal direction as well as in the transverse direction, to take up at least a part of the frictional forces between the supporting cart and the relevant deck area and between the bottom plate area of the cantilever and the supporting cart.

In a concrete embodiment, the friction-reducing bearing means are formed by hydrostatic bearings. It is contemplated that one or more mud pumps present on the drilling rigs can be used to feed pressurized fluid, such as (sea) water to the hydrostatic bearings avoiding the need for separate power packs for this purpose.

Preferably the cantilever is mounted so that it can be rotated at least between 0 and 90 degrees or is at least moveable in two directions or both.

Preferably a multi purpose tower is fixably mounted on the cantilever.

Further preferred embodiments are disclosed in the subclaims and the description which follows.

The invention also relates to several methods for installing, maintaining and decommissioning drilling equipment on a sub-sea well and to a method for drilling a sub-sea well using a moveable cantilever with a tower in combination. One method relates to placing a drilling rig with drilling equipment and a cantilever with a tower near a sub- sea well, orienting the cantilever above the wellhead, picking up drilling equipment from the platform using the tower, placing the drilling equipment on the well, connecting the equipment to the sub-sea well, and drilling the well.

For decommissioning a sub-sea well, the method specifically includes placing a drilling rig with drilling equipment and a cantilever with a tower near a sub-sea well, orienting the cantilever above the wellhead, disconnecting the drilling equipment from the sub-sea well, picking up

the drilling equipment using a tower and placing drilling equipment on the drilling rig.

The invention also relates to methods for drilling of, performing work- overs on, and providing maintenance for sub sea wells using a moveable and/or rotating-cantilevered multi purpose tower.

The present invention will be described further with reference to the appended drawings. In the drawings: FIG 1 shows a top view of a jack-up ofsshore platform with a cantilever ; FIG 2 shows a side view of a jack-up platform with a cantilever; FIG 3 shows a side view of a cantilever facing away from the drilling platform; FIG 4 shows a side view of a cantilever facing to the drilling platform; FIG 5 shows a detailed view of a push-pull unit; FIG 6 shows a perspective view of a supporting cart; FIG 7 shows a further detailed view of a push-pull unit; FIG 8 shows a cross sectional view of a double side hydrostatic sliding bearing; FIG 9 shows a cross sectional view of a single side hydrostatic bearing ; FIG 10 shows a top view of a 360 degree rotatable cantilever on a jack- up platform; FIG 11 shows a rotatable cantilever on a jack-up platform; FIG 12 shows a perspective view of a rotatable supporting cart;

FIG 13 shows a perspective view of a rotatable supporting cart with a decreased number of bearings; FIG 14 shows a rotatable cantilever on a drilling ship; FIG 15 shows a top view of a rotatable cantilever which can also translate; FIG 16 shows a side view of a multi purpose tower; FIG 17 shows a front view of a multi purpose tower; FIG 18 shows a top view of a cantilever with multi purpose tower; FIG 19 shows a perspective view of a supporting structure; FIG 20 shows two different positions of the topdrive and drillers cabin; FIG 21 shows a perspective view of a cantilever with multipurpose tower; FIG 22 shows a side view of a multi purpose tower on a cantilever with a coiled tubing unit.

FIG 1 shows a tower 3, in this example a multi purpose tower, mounted in a fixed orientation on a cantilever 1. FIG 1 also shows that the cantilever 1 is supported on a deck 7 of a Jack-up platform 2 by a supporting cart 6.

The cart 6 is guided by first elongated guiding member 4 and a second elongated guiding member 5, which members (e. g. plates) are parallel to each other and extend in a first direction, in this example essentially parallel to an edge of the deck 7.

The cart 6 can be displaced in said first direction by a first push- pull unit 8 and a second push-pull unit 9, here each displaceable along

a guiding member 5,4 respectively. Guiding members 4 and 5 can also act as locking members onto which first push-pull unit 8 and second push-pull unit 9 can lock to move supporting cart 6. It is contemplated that the push-pull units 8,9 can also lock onto deck 7 directly.

In this embodiment the cart 6 has a rectangular design formed by beams interconnected at the corners of the cart.

The cantilever 1 is further displaceable in a second direction, which is perpendicular to the first direction and coincides with the longitudinal direction of the cantilever.

The bottom of the cantilever 1 is provided with elongated guiding members 204 and 206 e. g. guiding plates which extend in longitudinal direction of the cantilever and are parallel to each other. These guiding members 204,206 cooperate with the cart 6.

A third push-pull unit 200 and a fourth push-pull unit 202 are provided for moving the cantilever 1 in the longitudinal direction. Each push- pull unit 200,202 is arranged along. a guiding member 204,206. The guiding members 204 and 206 can also act as locking members onto which third push-pull unit 200 and fourth push-pull unit 202 can lock to move cantilever 1 in longitudinal direction.

Hence, with the interposition of the two movements arrows A and B, cantilever 1 is movable back and forth along an side edge of Jack-Up platform 2 through a distance determined by first end position 11 and second end position 10 that can be reached by supporting cart 6, and further over supporting cart 6 into a position in which the tower 3 more or less projects outside Jack-Up platform 2. Also visible are first post 400, second post 402, third post 404 and fourth post 406 on which the platform 2 is supported on the seabottom 56.

In this embodiment, tower 3 is fixedly attached to cantilever 1 and hence moves along therewith in the directions indicated by the arrows A and B. It is contemplated that tower 3 could be removable attached to the cantilever 1 and still be usable in the scope of the invention.

However it should be noted that in a preferred embodiment tower 3 and cantilever 1 form one L-shaped load bearing structure. By integrating the two structures significant weight can be saved. Creating a drilling rig, which is safer, more flexible, and more adaptable to the environment than known conventional rigs with drilling derricks. The construction of the tower is also unique and unlike conventional derricks or tubular tower-like constructions. Multi Purpose Tower 3 has a number of features, including that it can be of a hollow construction. In one embodiment, it is envisaged that the tower is constructed from containers for hauling material, such as containers from a container ship.

Fig 2 shows a side view of the Jack-up platform 2 with Multi Purpose Tower 3 from the view where the third post 404 and fourth post 406 resting on the sea bottom 56 can be viewed. A blow-out prevention valve 408 is secured to cantilever 1 and it should be noted that further equipment, tools and materials required for drilling could be secured to cantilever 1. Also visible is firing line 58.

The point from which the drilling takes place is indicated by P in FIG.

1; by moving cantilever 1 in the directions A and B, this drilling point P can be moved to all desired locations within a rectangular area 412 and the desired number of drillings at the desired mutual distances can take place.

Typically a rectangle is proscribed by the cantilever, which moves only in 2 directions. However, other shapes can also be accomplished, particularly if the cantilever is rotatable, or moveable in more than just the two directions. For example an ellipsoidal pattern could be proscribed. In addition, the size of the drilling pattern can be enlarged by increasing the size of the rectangle such as by increasing the distance through which the cantilever can be shifted in the directions A and B. In an embodiment, it is contemplated that the drilling pattern can be 30 feet by 100 feet.

As can be seen in figures 1 and 6 the cart 6 used for a cantilever 1 displaceable in two perpendicular directions in a preferred embodiment has a rectangular frame, e. g. composed of interconnected beams.

The two push-pull units 8,9 whereby the supporting cart 6 can be shifted over the deck 7 are indicated in the rear view given in FIG.

3,4 and the top view given in FIG 1, while push-pull unit 8 is also depicted in an enlarged view in FIG. 5. Each unit 8,9 has its end 8a, 9a connected to the cart 6 and its other end 8b, 9b releasably connected to the associated guide member 5,4. The guide members 4,5 each have formations such as holes 4a, 5a at regular intervals for locking the push-pull unit to the guide member, e. g. by means of a hydraulically operated locking pin entering a hole in the guide member.

Cantilever 1 can be shifted in the longitudinal direction over the supporting cart 6 by the hydraulic cylinders of the push-pull units 200 and 202 which are activated in synchronization. Only cylinder 53 is shown in fig. 7.

The supporting cart 6 is shifted in the transverse direction by hydraulic cylinders 51, 52 of the push-pull units 8 and 9 activated in synchronization.

After extending the hydraulic cylinders of a set of push-pull units 8, 9, the ends 8b, 9b are released from the members 4,5 and the cylinders retracted. Then the ends 8b, 9b are again coupled to the members 4,5 and the cylinders extended again.

In this manner, the supporting cart 6 and, accordingly, cantilever 1 can be displaced stepwise in transverse or longitudinal direction. By securing all push-pull units cantilever 1 is fully secured on drilling rig 2 when the cantilever has reached its desired position. Apart from the push-pull units separate locking devices can be used for securing the oriented cantilever to the rig.

All of the hydraulic cylinders of each push-pull unit are preferably arranged between the relevant supporting members and guiding members.

It must be noted that the construction of push-pull units is well known from prior art.

The manner in which supporting cart 6 slides over deck 7 and the manner in which cantilever 1 slides over supporting cart 6 is the same, to the effect that the friction-reducing bearing means for the deck 7 are of the same design and construction as the bearing means for the cantilever 6. In a preferred embodiment there is only one type of bearing means for both movements.

A preferred position of the bearings between the cart 6 and the deck 7 on the one hand and between the cart 6 and a bottom plate 212 of the cantilever 1 on the other hand is shown in FIGs 3,4 and 6. The bearings are located on the corners of said rectangular frame of the cart 6. The cantilever bottom plate 212 rests on the bearings 19,20, 21 and 22 mounted on supporting cart 6. The cart 6 rests via bearings 40,41, 42 and 43 on deck 7 of the jack up rig 2.

Since the weight of the cantilever 1 with accessories is massive, reactive forces will occur in the supporting members. For this reason, the bearings are preferably hydrostatic bearings. These reactive forces will be considerably greater in the bearings 42,43, 20 and 21 than in the bearings 19,22, 41 and 40. The location of said bearings is given in FIG 6.

For this reason, the hydrostatic bearings 42,43, 20 and 21 are here provided with first chamber 61, second chamber 62, third chamber 67 and fourth chamber 68, of which bearings 67 and 68 are not visible, in which fluid under high pressure can be pumped. The fluid will lower the friction of the bearing considerably. The construction of hydrostatic bearings is well known.

FIG 8 shows bearing 42 in which both the longitudinal movement and the translational movement are taken by the same bearing with two load carrying sides. In order to keep the sliding bearing in the correct

position fluid flow resistance elements 63 and 64 are located in the fluid supply line 45 for supplying pressurized fluid, e. g. sea water.

FIG. 9 shows another embodiment of bearing 42 with only one load carrying side. Said bearing is fixably mounted on the support cart 6.

FIG. 10 is a top plan view showing another arrangement of a movable cantilever 1 on a jack-up platform 2. The cantilever 1 is movable in its longitudinal direction as indicated by the arrow A, and can be rotated with respect to a rotation point on the platform 2 as is indicated by the arrow F over 360 degrees. The alternative supporting cart 6 can, in this embodiment, be rotated around a rotating axis 420, e. g. a pin fitted on the deck.

Supporting cart 6 is moved along direction F by push-pull unit 440 which locks onto a guide member 25. Said guide member 25 is preferably removable connected to the deck 7 and can be completely of one circular piece or consist out of several sections.

Hence, with the interposition of the longitudinal movement and the rotational movement, cantilever 1 is movable along multiple edges of jack-up platform 2 over an arc determined essentially by the post 400, 402,404, 406. By moving cantilever 1 in the directions A and F, drilling point P can be moved to all desired locations within first drilling area 413, second drilling area 414, third drilling area 415 and fourth drilling area 416.

FIG. 11 shows another embodiment of a drilling rig with a moving cantilever 1. Cantilever 1 can here move in longitudinal direction A over supporting cart 6 into a position in which Multi Purpose Tower 3 more or less projects outside Jack-Up platform 2. Also the cart 6 can rotate about rotating point 420 through a distance determined by first end position 430 and second end position 432.

The supporting cart 6 in figure 11 is moved along direction F by push- pull-unit 436 which locks onto a guide member 438. Said guide member 438 is preferably removable connected to deck 7. By moving cantilever 1

in the directions A and F, drilling point P can be moved to all desired locations within first drilling area 413.

FIG 15 shows a top view of another embodiment of a moving cantilever 1 mounted on jack-up drilling rig 2. Here the cart 6 is rotatable about a rotating axis 420, such as a pin, and said rotating axis is displaceable over the deck. In particular the rotating axis 420 is displaceable along a longitudinal guide member 421 which extends parallel to an edge of the deck in this embodiment. Thus the rotating axis 420 can move in direction H.

A guide member 444 has the shape of a circle segment. This guide member 444 is displaceable over the deck 7 in order to follow the displacement of the rotating axis 420. In fig 15 two possible positions of the member 444 are depicted. Preferably the guide member 444 is removable attached to deck 7.

In some cases a rotational, translational and longitudinal movement can be an advantage. For example to minimize wind loading on the structure or to facilitate easy tubular transport.

FIG 14 shows a top view of an embodiment of a moving cantilever 1 on a Mono Hull Ship 342. Cantilever 1 can move in longitudinal direction over supporting cart 6. Supporting cart 6 can rotate about rotating pin 420 in the direction indicated by E up to 360 degrees; by moving cantilever 1 in the direction E and A, drilling point P can be moved to all desired locations within fifth drilling area 417 and sixth drilling area 418. In this specific embodiment cantilever 6 is fitted with two Multi Purpose Towers 3 at opposite ends of the cantilever. Both towers 3 can be positioned outside the ship 342 to allow for simultaneous operation of both towers 3.

In FIG 12 a rotatable version of supporting cart 6 is shown. As can be seen it has the same number of bearings compared to a translating supporting cart which is shown in FIG 6 with a rotating connection device 420 added.

FIG 13 shows a rotatable version of the supporting cart 6 on which the number of bearings is minimized. It can be seen that bearings 40 and 41 are no longer present. The advantage is that there are less bearings.

FIG. 16 shows a side view of Multi Purpose Tower 3 comprising mast 300 provided with cable blocks 298, a trolley 302 moveable fixed to the mast 300, and having a bottom side provided with a gripper 305, at least one hoisting cable 304, a plurality of winches 312,314, wherein the hoisting cable is guided over cable blocks 318 and 306 of the mast and trolley, and wherein the trolley is movable relative to the mast using the hoisting cable. Winches are secured to the hoists. In one embodiment, one winch per hoist can be used. In a preferred embodiment, two winches 312,314 per hoist are contemplated. The dual or redundant system this provides adds additional capacity and alternatively additional reliability to the system. Each winch can have one or more brakes, for use in hoisting. A preferred brake is a slip brake. Located on top of the multi purpose tower is service crane 316 which can be used for all kinds of small hoisting jobs.

It is advantageous according to the invention for the mast to be designed in the form of a tube or sleeve. The mast can be rectangular, octagon or any number of geometric shapes. The mast is preferably hollow with an essentially closed outer wall, e. g. of steel but other materials could be used which have the strength of steel. The mast could be solid.

Multi Purpose Tower 3 can have a single hoist, which is also referred to herein as a single hoisting device, a dual hoist system, or a multiple hoist system, having 3,4 and up to at least 8 hoists disposed on the tower and usable simultaneously or in sequence. These multiple hoist systems are a significant time saver and safety benefit on a rig.

The multiple hoists permit loads to stay attached, preventing head injuries and back injuries that can occur with loading and unloading a single hoist system.

FIG. 17 shows a front view of Multipurpose Tower 3.

In order to keep the position of the trolley 302 substantially constant relative to the seabed during the drilling, Multi Purpose Tower 3 can be provided with a heave compensation system. The heave compensation system can compensate for the movements that the drilling rig makes relative to the seabed, as a result of wind, swell and the like. Of course when the Cantilever Multi Purpose Tower is mounted on a Jack-Up drilling rig the heave compensation system is not necessary.

The winches used for paying out or hauling in the hoisting cables required for the trolley 302 can be accommodated on the outside or inside of the tower. That means that the winches and other facilities do not have to be placed on board the ship, which gives a considerable space saving. The means that are necessary for the heave compensation, such as, for example, cylinders, are also fitted in Multi Purpose Tower 3 itself.

A further advantage of the mast according to the invention is that the mast can be assembled and tested in its entirety. The mast can then be taken ready for use to the place where it is to be used, and placed on a vessel.

FIG. 18 shows a top view of cantilever 1 with multipurpose tower 3 fixably mounted on one end. Standard tubulars can be fed to Multipurpose Tower 3 through first feeding path 450, second feeding path 452 and third feeding path 454. Next to the tower first setback drum 456 and second setback drum 458 are fixably mounted to Multipurpose Tower 3 and cantilever 1. Said setback drums have the capability to rotate around a vertical axis. To place tubulars in the setback drums 456 and 458, transport tubulars to firing line 58 and to place tubulars in or out first container 466 and second container 468, first pipe racker 460 and second pipe racker 462 are fixably mounted to the multi purpose tower 3 and on cantilever 1. The construction of said setback drums and said pipe rackers is well known from prior art. A gantry crane 494 is able to move longitudinally over the cantilever to place equipment such as blow out preventers in the firing line 58.

FIG. 19 shows a perspective view of supporting structure 474 fixable connected to multipurpose tower 3 and cantilever 1. Incorporated in supporting structure 474 are first standbuilder 470 and second standbuilder 472. Drillers cabin 492 is movably mounted inside supporting structure 474. To service topdrive 480, first working platform 482, second working platform 484 and third working platform 486 are fixably mounted inside said supporting structure. To hold the topdrive 480 first catching arm 488 and second catching arm 490 are movably mounted inside said supporting structure. Said catching arms can rotate into firing line 58 to catch topdrive 480 and transport it to working platforms 482,484 and 486.

FIG. 20 shows the topdrive 480 in normal position L and in retracted position K. Drillers cabin 492 is shown in a high position and a low position. In the high position there is enough room under drillers cabin 492 to let pass the gantry crane 494 which is travelling in longitudinal direction over the cantilever 1. Said gantry crane can reach firing line 58 and lift heavy objects such as a complete blow out valve. This is an advantage. The advantage of retracting topdrive 480 to the working platforms is that maintenance is safer and faster due to the improved access to the topdrive. No man-riding winches are needed.

FIG. 21 shows a perspective view of cantilever 1 and multipurpose tower 3. Located on the cantilever are first container lifting device 350 and second container lifting device 352 to lift containers to a vertical position where the tubulars can be reached by the pipe rackers.

Containers are fed trough first tubular feeding line and second tubular feeding line to the multipurpose tower. A large redundancy is created by having two independent tubular feeding lines to the multipurpose tower.

FIG. 22 shows a side view of cantilever 1 on which coiled tubing unit 496 with coiled tubing 458 is installed on cantilever 1 together with supporting equipment such as aligner 500. Such equipment is well known from prior art.

The system as shown in the drawings can be employed for a wide variety of offshore purposes.

A particular purpose relates to the installing of drilling equipment on a sub-sea well and drilling the well. This method comprising: a. placing the system including the drilling rig having drilling equipment and a cantilever with a tower near a well ; b. orienting the cantilever above the wellhead; by using the supporting cart between the cantilever and the drilling rig; c. picking up drill equipment from the drilling rig using the tower, preferably a multi purpose tower wherein said multi purpose tower comprises: a mast, on the top side provided with cable blocks fixedly connected to it; a trolley, which is movably fixed on the mast, and on the bottom side is provided with a gripper; hoist, a hoisting cable attached to a winch, the hoisting cable being guided over the cable blocks of both the mast and the trolley, and it being possible to move the trolley relative to the mast with the aid of the hoisting cable ; d. placing the drilling equipment on the sub-sea well e. connecting the equipment to the sub-sea well; and f. drilling the well.

A further relevant purpose relates to the decommissioning of a well.

This method comprises the steps of: a. placing the system including a drilling having a deck with drilling equipment and a cantilever and a tower near a well; b. orienting the cantilever above the wellhead; using the supporting cart between the cantilever and the drilling rig;

c. disconnecting drilling equipment from the well; d. picking up the drilling equipment using the tower, preferably a multi purpose tower; said multi purpose tower comprises: a mast, on the top side provided with cable blocks fixedly connected to it; a trolley, which is movably fixed on the mast, and on the bottom side is provided with a gripper; hoist, a hoisting cable attached to a winch, the hoisting cable being guided over the cable blocks of both the mast and the trolley, and it being possible to move the trolley relative to the mast with the aid of the hoisting cable ; and e. placing drilling equipment on the drilling rig.

The invention is by no means limited to the exemplary embodiments described hereinabove, but comprises various modifications hereto, in so far as they fall within the scope of the following claims.

While this invention has been described with emphasis on the preferred embodiments, it should be understood that within the scope of the appended claims, the invention might be practiced other than as specifically described herein.