OUTLINE OF SPECIFICATION FOR 400FT JACK UP RIG (CP400)

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1 1 P a g e OUTLINE OF SPECIFICATION FOR 400FT JACK UP RIG (CP400) 1 General Provisions 1.1 Purpose and Applicability of Platfor This platfor is a non-self-propelled self-elevating drilling rig used for offshore oil and natural gas exploitation and developent operation, with the ax. operating water depth 122 (400 ft), the drill capacity of 9000 (30000 ft), provided with such functions as drilling of deep well/ cluster well/ horizontal well, ceentation, and auxiliary production test, etc. 1.2 General Description The hull of the platfor is triangle box-type structure. The ain diension of the hull is length, 72.0 width, and 9.5 depth. The platfor is arranged with three triangle truss work legs, each fitted with a spud can at its lower end. Hull structure is divided into three parts with four decks: ain deck, interediate deck, achinery deck, and botto plate. Longitudinal and transversal bulkheads divide the hull into several spaces. The ballast tanks, drill water tanks,brine tank, base oil tank are arranged at the space of the surrounding of triangle hull; ain engine roo, ain switchboard roo, ud pup roo, ud pit and other auxiliary achineries, etc. are arranged on the achinery deck and tween deck; fuel oil tank, potable water tank, bilge water tank, etc. are arranged in the double botto. The ain deck is divided into three parts: living quarters at foreship, working area at aft-ship, and stack area at id-ship. Cantilever is located on the ain deck; drilling pipe rack and the guide rail for drill floor foundation transverse oving are arranged. Drill floor substructure is installed on the transverse guide rail. Cantilever and drill floor can be oved longitudinally and transversely. The platfor can drill a nuber of wells at one site. The 4 floors living quarters with a V shape is arranged on the ain deck at the fore ship. Jacking control roo, eergency generator roo, ast, etc. are arranged on the top of the living quarter, and the helideck is arranged at the front of the quarters. 1.3 Platfor Manning, Design Service Life Platfor anning: 120 persons Design service life: 20 years Self-sustaining capability: 20 days 1.4 Design Principles The platfor is designed in accordance with the rules of CCS and related international rules and regulations. The basic design is approved by ABS & CCS. CCS Class Sybol: Self elevating Drilling Unit 2 Design Conditions and Design Criteria 2.1 Design Environent Conditions 1. Design ax operating water depth: 122 (400ft, including astronoical tide and stor tide) 2. Design teperature Abient teperature: 0 ~ +50 Sea water teperature: 0 ~ +32 Air Huidity: 90 % (Abient teperature + 20 ) Steel design operating teperature: Design wind speed: Noral operating: Stor survival: 36 (70kn); 51.4 (100kn)

2 Liited towing conditions: Intact stability, field towing, 36 (70kn) Intact stability, ocean towing, 51.4 (100kn) Daaged stability: 25.8 (50kn) 2.2 Design Operating Condition (1) Design Stor Survival Condition Survival Survival Survival U Conditio Condition Condition nit n I II III Operating water depth Maxiu wave height Relative wave period s Maxiu wind speed Current speed Air gap Pile pitching depth Variable load t Ps: The locking syste is engaged. (2) Design Noral Operating Condition nit U Operating Condition I II Operating Condition Operating water depth Maxiu wave height Relative wave period s Maxiu wind speed Current speed III Air gap Pile pitching depth Operating Condition Variable load t Distance fro the rig centre to the AFT Distance fro the rig centre to the centerline Ps: The locking syste is engaged.. Above data is based on: Class approved calculation ethod. 50 years return period environental condition. The length of leg: 167 Without arine growth. According to the P-delta effect ion and dynaic aplify coefficient. 2 P a g e

3 3 Main Diensions and Main Design Paraeters Length overall Approx Width overall Approx Length oulded Breadth oulded 72.0 Depth oulded 9.50 Lightship weight The whole length of the leg Approx t 167 Center distance between legs: longitudinal The diaeter of spud can transverse The effective areas of spud can Design Leg Penetration depth 5.60 Diension of Drill Floor (Length x Width) x Height of drill floor (above ain deck) 16.2 Derrick height (clearance height) Distance fro the cantilever pipe rack to ain deck 9.25 Living quarter(5floors) height of second and fifth floor: height of others: second/jacking control roo 3.35, others 3.20 The diaeter of the helicopter platfor Main Perforance Maxiu operating water depth: 122 Maxiu drilling depth of rig (4 1/2 drill pipe): 9000 Variable load at drilling condition (including hook load): 3900t Maxiu longitudinal outreach of rotary table center: 22.5 Maxiu transverse oveent of derrick floor: ±4.57 Design towing draught Appox. 5.7 Design abient teperature: 0 ~+50 Noral lifting capacity of jacking syste: 16470t Preload capacity: Deck crane capacity 3 sets x 50t Quantity and weight of anchor 4 sets x 7.5t Raw water pup 4 sets x 3003/h Living Quarters 120 persons Life boat 2 x 120 persons 3 P a g e

4 5 Main Equipent 5.1 Power Equipent Main Generator set: 5*1600kW Electric syste: 50Hz, 600V/400V AC/VDF Eergency generator set: 1 x 750kW 50Hz 400V 5.2 Drilling Equipent The ain drilling equipents of the platfor is suitable for 9000 (30000ft) AC variable frequency drill rig, ainly equipped three high pressure ud pups, one set of draw works, one set of TDS-8SA top drive syste with a big torque. The volue of ud pit is approx The equipents of solid control syste are six (6) stages purification. Diensions of drill floor substructure 40ft x 40ft Setback volue (5 drill pipe) 270pcs Hook load 6750kN Draw works 2880kW High pressure ud pups 3 x 2200HP Rotary table opening 49 1/2, 1000HP Top drive 1150HP (845kW) Max working pressure of choke anifold 105MPa ax working pressure of kill anifold 70MPa Well control equipent Diverter 40 * 500 psi BOP 13 5/8 * 105MPa or 18 3/4 * 105 MPa Ceent Unit Double pup ceent skid, 70MPa 6 Design Variable Load Design variable load of platfor is shown as below: Table of Design Variable Load of Platfor in Various Conditions Condition Design Variable Load Stor Survival Drilling Operating Field Towing Ocean Towing 2900t 3900t 2900t 2000t Note: The variable loads listed in the above table are part or the cobination of the following categories: (1) Personnel and their effects, supplies, stores, and spare parts. (2) Fuel oil, lubricating oil, drinking water, drilling water, ballast water, and bilge water. (3) Liquid ud, bulk ud and ceent, sack aterials, etc. (4) Drill pipe, drill collar, casing, drilling tool, BOP, etc. (5) Other equipent, such as well survey, logging, directional well, oil test and other equipent. (6) Derrick hook load, rotary table load, setback load, casing tension load, etc. 7 Design Load of Deck Main deck (within pipe rack) Main deck (outside pipe rack) Cantilever deck (outside pipe rack) Deck Load Design Table 2.64 t/ t/ t/2 4 P a g e

5 JD & Supplies, Inc. Cantilever deck (within pipe rack) Working area Derrick floor Setback Living quarter deck Living quarter roof Mud pit Engine roo Sack storage roo BOP storage area Helicopter deck load 2.64 t/ t/ t/ t/2 0.73t/ t/ t/2 2.64t/2 2.64t/2 According to Sikorsky S-92 helicopter 8 Design Cobined Load of Cantilever and Derrick Floor 8.1 Cantilever Diension Center distance of cantilever bea Total length and height of cantilever x 8.4 Diension of pipe rack on cantilever 32.6 x Weight of cantilever approx. 1024t 8.2 Max. Design Cobined Load of Cantilever and Drill Floor The ax. design cobined load of cantilever/drill floor is 1150t. The ax. individual loads of sub ites are as follows: Hook load: 675t Rotary table load: 900t Setback load: 350t Casing/BOP tension syste load: 227t 8.3 Design load of cantilever pipe rack: 480t 8.4 The axiu load when cantilever oving: 350t setback +120t pipe rack load+10t sludge tank+60t ud purify tank liquid 8.5 Allowable Variable Load of Drill Floor on Cantilever The relationship between variable load of derrick floor, outreach of cantilever and travel of derrick floor base is shown as below: Position of Rotary Table On Center Line Depart fro Center Line ± 4.57 Outreach t 1150t Outreach t 450t Above of cantilever design allowable load based on the estiated weight data in the below table. Project Weight (t) Longitudinal C.G (positive: fwd of rotary table center) () Transverse C.G (positive: port of rotary table center) () Drill floor Cantilever P a g e

6 9 Operating Capacity Container/Cabin Nu ber Total Capacity (3) Fuel oil tank Potable water tank Drilling water tank Drilling water tank/ Ballast tank (copatible) Ballast tank Fire fighting buffer tank/ id cooling water tank/ ballast tank (copatible) Lubricating oil tank (Main Engine) Lubricating oil tank (Mud Pup) Lubricating oil tank (Eergency generator roo) 1 1 Daily service tank Settling tank Day tank (Eergency generator) Bulk ceent Bulk ud Sack storage roo sacks Reserve and active ud pit Mud sanding pit 5 70 Brine tank Base oil tank Waste oil tank Oil sludge tank Cantilever collecting dirty tank 1 10 Cantilever trip tank 2 10 Sewage tank Industrial dirty liquid tank 1 84 Bilge water tank Leg Structure The whole length of the leg Section shape Structure type Chord spacing Rack thickness Motor & Pinion 167 Triangle Opposite K type 13.1(43ft) (7 in) 27 otor x 2 pinion/otor 6 P a g e

7 11 Design Towing Conditions The following defined data of towing conditions is used for the stability calculation and structure strength analysis during the platfor towing works Wet Towing: Ocean Towing Liit of Leg length() 99 (distance fro the top of leg to the base line of hull) Variable load(t) 2000 Hull draught() approx Wind speed 51.5(100kn) Max inclining angle(deg) 15 Wave crest period(sec) 10 Spud can to be replaced even with botto shell and to be copletely filled with water, oreover, the vessel to be on even keel and the locking syste should be engaged Wet Towing: Oilfield Migration Leg length() Variable load(t) 2900 Hull draught() approx. 5.7 Max inclining angle(deg) 6 Wave crest period(sec) natural period Spud can to be replaced even with botto shell and to be copletely filled with water, oreover, the vessel to be on even keel and the locking syste should be engaged Dry Towing Leg length() 167 Variable load(t) Depend on sei-subersible barge capacity Max inclining angle(deg) Depend on sei-subersible barge capacity Spud can to be replaced even with botto shell and to be epty, oreover, locking syste should be engaged. 7 P a g e

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