Monday, October 12, 2015

OFFSHORE PLATFORMS

Most offshore drilling vessels/platforms are designed to be moved from location to location. The majority of exploratory wells drilled are failures, so it would not make sense to build a permanent structure at the start of a drilling campaign. We use a variety of styles of temporary/mobile structures to drill exploratory wells (and often to drill the development wells, too). These are called Mobile Offshore Drilling Units (MODUs).

Only once an oil reservoir is 1) found, 2) appraised, and 3) assigned development funding does it make sense to build a permanent, semi-immobile structure over the field. These permanent facilities may or may not have an integral drilling rig onboard, but we don't call them drilling vessels -- we call permanent facilities "production platforms". So drilling equipment is generally mobile, while production equipment is generally stationary.

There are many different types of drilling vessel. Some are self-powered and some are towed. In increasing order of water depth:
 

Swamp Barge
Barge rigs are used in extremely shallow water (5-10 ft) which usually makes them suitable for use in swamps and sheltered bays. They are moved to location, and then ballasted down to sit directly on bottom. You see these in south Louisiana a lot -- it's a pretty common sight to be stuck at a drawbridge while a drilling barge floats through.

Jack Up
Jack-up rigs are used on the continental shelf, near land. The defining feature of a jack-up rig is having 3-4 enormous legs. Once floating above the desired location, they use massive hydraulic jacks to lower the legs down to the seafloor. Then, as the jacks continue pushing the legs down, the rig gets jacked up out of the water. Once the legs settle into the seafloor mud and the rig is above the wave zone, everything is stable enough for drilling.


Semi-Submersible
This is a fully-floating rig that is usually used up to 8,000 ft water depth. Semi-subs are usually anchored in place up to about 5,000 ft water depth, but in deeper water they are more often dynamically positioned, using only an array of large directional thrusters on the lower hull section to maintain position  according to various GPS receivers and sonar beacons.
Semi-submersibles are so named because they have a large lower structure that can be filled/drained of water to ballast the rig up and down. When moving from place to place, the rig can be ballasted up out of the water to reduce hull drag. Then upon arriving at the drill site, the lower structure is filled with water to put a large amount of mass beneath the wave zone. This submerged mass stabilizes the rig so that waves have minimal ability to rock and roll the rig. This gets into some pretty complicated naval architecture, but the basic premise is that the farther the center of mass is below the center of buoyancy, the more stable the structure is. Only the legs provide buoyancy and are affected by wave action. Most of the mass is below the legs.



Semi-sub vs Drillship:





Drillship
Drillships are basically regular ship-form hulls, except they have a big hole in the middle (called the moonpool) for the drilling equipment to pass through on its way to the sea floor. They can move around exactly like a normal ship. Almost all drillships are dynamically positioned, using two sets (front and back) of 360-degree rotatable thrusters. You can anchor a drillship in shallower water, but the ability to "weathervane" the rig to keep the bow into the wind/waves/current is extremely important to the stability of the vessel. You always want the smallest cross-section pointed towards the dominant environmental load. Since anchoring usually does not permit weathervaning, it's only feasible in areas with exceedingly mild weather. 

An important consequence of dynamic positioning is that drillships are usually only good for deep water (3,000-10,000 ft). They're next to useless in shallow water, because errors in the positioning system of a few tens of feet cause large bending moments to form in the pipes going to the seafloor. It's basic trigonometry: the deeper the water, the less angular offset you get for a particular position offset. The accuracy of the GPS and sonar systems is usually within a couple feet, but like any system, occasionally there are failures. If the rig suffers a power blackout, it will start drifting off position. 

The drilling riser pipe has flex joints that are usually designed for around 6 degrees of bending at the seafloor. Your blackout recovery or emergency disconnection time needs to be faster than the time it takes to drift to a 6 degree offset. In 8,000 ft of water, that safe drifting time window is 10 times longer than in 800 ft of water. A lot of analysis goes into this sort of thing.
Aside from drilling vessels, there are also many different types of production facilities:



 Fixed Jacket Platform
This type of platform is usually built in three stages. First, massive pilings are driven into the sea floor to provide a stable base. These must secure the structure against large bending/toppling moments from wind/waves/current. Then, the pre-fabbed steel "jacket" is towed into position and set down on the seafloor, where divers secure it to the pilings. Finally, the "topsides" are lifted onto the jacket with a large crane barge and secured in place by welders.
These are built and stay in place until decommissioned many decades later. Usually the topsides are cut off and returned to land for recycling, whereas the jacket can be toppled onto its side and used as an artificial reef. Marine life loves oil rigs.  

Gravity Base Platform

Where the seafloor is extremely hard (like the North Sea), driving deep pilings is not feasible. So the force required to keep the platform from being knocked over by weather is provided by absurdly large concrete or metal weights that simply sit on the seafloor. Sometimes, these platforms are re-floated at the end of the field's productive life, but it's a difficult technical challenge to move such a massive structure after it has settled in place for a few decades.


Truss, Spar
Spars and truss platforms have a lower  section that is floated to place on its side and then ballasted down in what amounts to a controlled sinking process. Imagine the Titanic's end rising up into the air as sequential compartments filled with water, except you're doing it on purpose. Like semi-submersibles, the majority of the mass is far below the waterline to ensure stability in rough conditions. Anchor chains/cables are run to the seafloor to keep the structure in place. Then the topsides are lifted onto the platform and integrated via welding, pipe-fitting, etc.  

Towing a truss on its side:


Lifting a topsides module onto a spar:
The crane semi-sub used to lift this module onto Chevron's Tahiti platform, theSSCV Thialf, is the largest heavy lift vessel in the world. Absolutely huge.
Truss and spar platforms can be decommissioned and moved in the reverse process to their installation.


Tension Leg Platform
Another floating platform style is the TLP. These use high-tension vertical anchor lines attached to large weights or subsea pilings to pull the rig down somewhat below the level where it would normally float. By pulling the rig down, a large buoyant force is created that helps keep the vessel stable. These are basically immune to wave-induced heave, so fixed pipes can be run to the seafloor. (Other types of floating platform require top-tensioning motion compensators or flexible semi-buoyant risers.)
Moving a TLP would require cutting all the production riser pipes, releasing from the piles or picking up the weights, and being towed away.

Semi-Submersible
Semi-submersibles can be used as production platforms, exactly as they're used for drilling rigs. They do tend to be bigger as production  platforms, because they must support the weight of many different  production risers instead of just one drilling riser. Production semi-subs are always anchored because dynamic positioning burns a lot of fuel and is not reliable enough for decades of continuous production. The lack of integral thrusters means semi-sub platforms are either towed or carried to the field, as pictured below. 
Heavy transport ships can be used to pick up fully-built platforms and simply carry them to the proper location. This tends to be done when the platform is crossing an ocean because one large ship-form vessel is faster and safer than a bunch of tugboats towing an irregularly-shaped semi-sub hull, which isdesigned to be hard to move.

So how do they get the entire production platform onto the transport ship? Simple! Partially sink the transport ship, tow the platform over it, and then un-sink the lift ship from beneath the platform. This is an absolutely incredible process. I highly recommend you visit the Dockwise Vanguard website to watch an animation about how these ships can move mega-structures. 



Floating Production/Storage/Offloading

FPSOs are highly-specialized vessels that, unlike most production platforms, have no onboard drilling rig. They tend to be more mobile than other production facilities -- it's fairly common to disconnect an FPSO during bad weather or iceberg danger and move it off location. That can be via tugs like the round FPSO pictured, or via onboard propulsion as a ship-form FPSO pictured below. Pipeline connections generally require a permanent structure, so FPSOs offload oil via tankers.

Turreted FPSO:

FPSO "turrets"allow ship-form vessels to rotate with the weather. This is a big advantage over drillships, in that an FPSO can be anchored in position via the turret and still weathervane to minimize the impact of wind/waves/current. Turrets are highly complex structures with many rotating sealing elements to allow oil to flow up and hydraulic/electrical signals to go down. If the FPSO leaves location, the lower part of the turret will stay behind (often floating just below the surface). Then when the danger passes, the vessel comes back and reconnects to regain control of the field.

I think that's all the basics of how we move offshore oil rigs and platforms into and out of place over the reservoir. Offshore drilling is a very highly specialized pursuit with enormous equipment, so over the years we've had to push the limits of engineering and invent a lot of mind-blowing techniques.
Offshore drilling platform is depending on the water depth and remoteness of the location, these "rigs" may be jack-ups (up to 400 feet of water), or semisubmersibles, or drillships (up to 12,000 feet of water). Jack-ups are bottom-supported units; semisubmersibles and drillships are floating units 


One of the most important pieces of equipment for offshore drilling is the subsea drilling template. Essentially, this piece of equipment connects the underwater well site to the drilling platform on the surface of the water. This device, resembling a cookie cutter, consists of an open steel box with multiple holes in it, dependent on the number of wells to be drilled. This drilling template is placed over the well site, and usually lowered into the exact position required using satellite and GPS technology. A relatively shallow hole is then dug, in which the drilling template is cemented into place. The drilling template, secured to the sea floor and attached to the drilling platform above with cables, allows for accurate drilling to take place, but allows for the movement of the platform, which will inevitably be affected by shifting wind and water currents.
In addition to the drilling template, a blowout preventer is installed on the sea floor. This system, much the same as that used in onshore drilling, prevents any oil or gas from seeping out into the water. Above the blowout preventer, a specialized system known as a ‘marine riser’ extends from the sea floor to the drilling platform above. The marine riser is designed to house the drill bit and drillstring, and yet be flexible enough to deal with the movement of the drilling platform. Strategically placed slip and ball joints in the marine riser allow the subsea well to be unaffected by the pitching and rolling of the drilling platform

Sunday, October 11, 2015

Cementing Additives and Mechanisms

Cementing Additives and Mechanisms
There are 8 general categories of additives.
Ø  Accelerators – Reduces setting time and increases the rate of compressive strength build up.
Ø  Retarders – Extends the Setting time.
Ø  Extenders – Lowers the density.
Ø  Weighting Agents – Increases density.
Ø  Dispersants – Reduces viscosity.
Ø  Fluid Loss Control Agents.
Ø  Lost Circulation Control Agents.
Ø  Specialty Agents.

Accelerators
Can be added, to shorten the setting time, or to accelerate, the hardening process.
Calcium Chloride – under the right conditions it tends to improve the compressive strength and significantly reduces the thickening and setting time. Used in concentrations of up to 4.0%.
The mechanism is difficult to understand but there are four major theories put forward.
It affects the hydration phase by one of the following theories;
Cl– ions enhance the formation of ettingite (crystalline) Tenoutasse 1978.
Increase the hydration of Aluminate phase/gypsum system. Traettenber & Gratten Bellow 1975.
Accelerate the hydration n of C3S. Stein 1961
Changes the C-S-H structure.
Controls the diffusion of water and ionic species.
C-S-H gel has a higher area and will react faster.
Diffusion of the chloride ions;
Cl– ions diffuse into the C-S-H gel faster this producing the precipitation of portlandite sooner.
The smaller size of the Cl– ions causes a greater tendency to diffuse into the C-S-H membrane. Eventually the C-S-H membrane bursts and the hydration process is accerated.
Changes the aqueous pahse composition.
Calcium chloride also produces a high heat of hydration. This heat could accelerate the hydration process.This heat will cause the casing to expand and contract as it dissipates. The differing rates of expansion and contraction could result in the casing pulling away from the cement and lead to the formation of micro-annuli.
It also has the ability to affect the cement rheology, the compressive strength development, produce shrinkage by 10-15%, increases the permeability with time and lowers the sulphate resistance.
Retarders
They work by one of 4 main theories;
Adsorption Theory – the retarder is adsorbed & inhibits water content.
Precipitation Theory – reacts with aqueous phase to form an impermeable and insoluble layer around the cement grains.
Nucleation Theory – retarder poisons the hydration product and prevents future growth.
Complexation Theory – Ca+ ions are chelated by the retarder. A nucleus can’t be properly formed.

Lignosulphonates – Wood pulp derived polymers. Effective in all Portland cements and added in concentrations of 0.1% to 1.5% BWOC. It absorbs into the C-S-H gel and causes a change of morphology to a more impermeable structure.
Hydroxycarboxylic Acids – They have hydroxyl carboxyl groups in their molecular structure. Below 93°C they can cause over retardation. They are efficient to temperature of 150°C. One acid used in citric acid with an effective concentration of 0.1% to 0.3% BWOC.

Saccaride Compounds – Sugars are excellent retarders of Portland cement. Such compounds are not commonly used due to the degree of retardation being very sensitive to variation of concentration. It also depends on the compound’s susceptibility to alkaline hydrolysis.

Cellulose Derivatives – Polysaccharides derived from wood or vegetal matter, and are stable to the alkali conditions of the cement slurry.
Organophosphates – Alkylene phosponic acids.
Inorganic Compounds –
Acids and accompanying salts
Sodium Chloride, used in concentrations of up to 5.0% used with bottom hole temperatures less than 160 deg F. it will improve compressive strength and reduce thickening and setting time.
Oxides of zinc and lead.


 Extenders
 Reduce slurry density – reduces hydrostatic pressure during cement.
Increases slurry yield – reduces the amount of cement required to produce a given volume.
 Water Extenders – Allows/facilitates the addition of water to help extend the cement blend/slurry.
 Low Density Aggregates – Materials with densities less than Portland cement (13.5 g/cm3)
 Gaseous extenders – Nitrogen or air can be used to prepare foam.
 Clays – Hydrous aluminum silicates. Most common is bentonite (85% mineral clay smectite). Can be used to obtain a cement of density 11.5 to 15.0ppg, with concentrations up to 20%. Used with an API ratio of 5.3% water to 1.0% bentonite.
Bentonite – this is added in conjunction with additional water, used for specific weight control but will make for poor cement.

Pozzolan – finely ground pumice of fly ash. Pozzolan costs very little but does not achieve very high weight reduction of the slurry.
 Diatomaceous Earth – also requires additional water to be added. Properties are similar to that of bentonite.
 Silica – α quartz and condensed slilica fume. α quartz is ised to prevent strength retrogression in thermal wells. Silica fume (micro fume) is highlt reactive the most effective pozzolanic material available. The high surface area increases the water demand to get pumpable slurry. Such a mixture can produce a cement slurry as low as 11.0ppg.
 Normal concentration = 15% BWOC but can be as high as 28% BWOC.
Can sometimes be used to prevent annular fluid migration
 Expanded Pearlite – Used to reduce the weight as water is added with its addition. Without bentonite the pearlite separates and floats to the upper part of the slurry.
Can be used to achieve a slurry weight as low as 12.0ppg. Bentonite in concentrations of 2-4% is also added to prevent segregation of particles and slurry.
 Gilsonite – Used to obtain slurry weights as low as 12.0ppg. in high concentrations mixing is a problem.
Powdered coal – Can be used to obtain a slurry with a density as low as 11.9ppg, 12.5-25lbs per sack are usually added.
 Microspheres – Small gas filled beads that promote densities as low as 8.5ppg., they can be either glass or ceramic.
 Nitrogen – Nitrogen is used as the density reducing medium. The base slurry needs to be homogenous with high compressive strength and low permeability. Could achieve densities as low as 7.0ppg.
 Weighting Agents
 Ilmenite – Can attain densities in excess of 20.0ppg. The viscous nature of the slurry may promote sedimentation. It must be adjusted.
Hematite – Used to increase the specific weight of the cement. It is an iron oxide ore. Has minimal effect on the thickening time or compressive strength of the cement. Can prepare slurries up to 19.0ppg but can go as hig as 22.0ppg. A much finer particle size distribution.
 Barite – Requires more water to be added to the slurry and as such the compressive strength of the cement is reduced. Can prepare slurry weights as high as 19.0ppg.
 Other Cement Additives
 Limenite – requires no additional water to be added to the slurry. Minima effect on the thickening time or compressive strength.
 Sand – no additional water is needed and it has little effect on the pumpability of the cement. When set the cement will form a very hard surface.
 Gypsum – blended with Portland cement to produce a cement blend with reduced thickening and setting time for low temperature applications. i.e. less than 140 deg F. However a significant amount of water is needed when using gypsum.
 Sodium Silicate – used for great depths. Used to retard the thickening and setting time, especially good at very low concentrations. For high temperature applications it is necessary to add organic acid.
 Dispersants
 Highly concentrated suspensions of solid particles in water. With concentration as high as 10%.


Fluid Loss Control Agents
 When cement goes across a zone the aqueous phase of the slurry goes into the formation, leaving the cement particles.
 As the aqueous phase decreases, the slurry density increases and the slurry performance diverges from the original design. If enough fluid is lost the slurry becomes difficult to pump to the point where it may be able to be pumped.
 To maintain API standards for adequate slurry performance you need a fluid loss rate of less than 50ml/30min.

Such fluid loss matter act by ;
Filter cake formation across the zone.
Reducing the permeability of the filter cake.
Increasing the viscosity of the aqueous phase.
 Particulate Materials
 Uses latex additives to achieve fluid loss. Emulsion polymers are supplied as suspensions of polymer particles. They contain about 50% solids. Such particles can physically plug the pores in the filter cake.
 Water Soluble Polymers
 They increase the viscosity of the aqueous phase and decrease the filter cake permeability.
 Cellulose Derivatives
 Organic proteins (polypeptides). Not used above temperatures of 93°C.
 Non-Ionic Synthetic Polymers
Can lower fluid loss rates from 500ml/30min to 20ml/30min.
 There is also Anionic Synthetic Polymers and Cationic polymers.
 Lost Circulation Prevention
 Bridging agents
 The addition of materials that can physically bridge fractured or weak zones. Eg Gilsonite and Sellophane flakes added in quantities of 0.125-0.500lbs/sack.
 Thixotropic Cement
 These are cement slurries that upon entering the formation they begin the gel and eventually become self-supporting.




Saturday, October 10, 2015

Geo Physical Methods of Exploration-Quiz

PES103: Geophysical Exploration Methods

                                   Question Bank

1.      Age of Earth (in billion yrs)

    (a) 7
    (b) 9
    (c) 4.5
    (d) 11.0

                    
2.   Oceans constitute how much percentage of earth’s surface?

(a) 90%
                     (b) 30%
                     (c) 71%                                                                               
                     (d) 50%

3.   Gravitational Constant ‘G’ is equal to

         (a) 9.5*10^(-11) m3/kg^(-1) s^(-2)
         (b) 8.5*10^(-3) m3/kg^(-1) s^(-2)
         (c) 6.6*10^(-11) m3/kg^(-1) s^(-2) 
         (d) 6.67*10^(-2) m3/kg^(-1) s^(-2)

               
4. Crust-Mantle boundary is called

     (a) Gutenberg
     (b) Cornard
     (c) Moho
     (d) Newton

5. Average thickness of Lithosphere below Continents (km)
    
(a)    400
(b)   300 
(c)    250
(d)   550


6. The part containing Crust and upper mantle is called

(a)     Upper Crust               (b) Lower Crust 
(b)    Asthenosphere          (d) Lithosphere
                    7. Radius Of Earth is approx (kms)
               
                           (a) 8000    (b) 9000   (c) 1576   (d) 6378

                    8. Mid Oceanic ridges are oceanic features where
 
(a)    Continents Collide                                            
(b)   Continents Subside
(c)    New Magma comes out on to the ocean floor  
(d)   Oil Occurs
                    
                     9. Average thickness of Oceanic Crust
                      
(a)    1-2 kms  (b) 2-3 kms (c) 5-12 kms  (d) 25-50 kms

           10. Geophysical methods can be classified into two major categories as
                
(a)    Oil and Mineral prospecting methods
(b)   Detailed and Non-Detailed methods
(c)    Passive and Active Methods             
(d)   Less and More expensive methods

          11. A Pendulum measures
               
(a)     Gravity Constant                   (b) Relative gravity at a place
(c) Absolute gravity at a place    (d) Gravitational Constant

          12.Sediment Densities are

                (a) Lower than for Volcanic rocks    (b) Higher than for Volcanic rocks
                (c) Negligible                                    (d) Not Measurable

         13. Gravitational Constant ‘G’ is
        
             (a) Non-Measurable quantity
 (b) The force of attraction between two unit masses separated by a unit distance
             (c) Equal to ‘g’ at all places
             (d) Arbitrary Constant

       14. The major difference between Gravitational and Magnetic field is

(a)    Gravity is equal at all places
(b)   Gravity field is a scalar field and Magnetic field is a Vector field
(c)    Gravity can be measured at any place compared to magnetic
(d)   None of the above

       15. Geoid is

(a)    An imaginary line passing through earth
(b)   A reference used for gravity measurements
(c)    An equipotential surface over which the gravitational field is equal
(d)   None of the above  

       16. Gravity field is maximum at poles because
            
(a)    Polar ice Caps
(b)   High density
(c)    Excess mass
(d)   Due to flattening of earth and earth’s centrifugal force

       17. The Unit of gravity field in prospecting is

(a)    Gal
(b)   Gm/sec^2
(c)    Km/hr
(d)   Milligal


     18. Unit of magnetic field in prospecting

(a)        Magma
(b)       Gm/cm3 
(c)        Gamma
(d)       Oersted



    19. IGRF represents

(a)    International Geographic Reference Force
(b)   International Geomagnetic Reference Field
(c)    International Geomagnetic Resources Forum
(d)   None of the above


    20. The important mineral, which contributes to magnetic suspectabilities in rocks, is

(a)    Sphalarite
(b)   Sulphides
(c)    Magnetite
(d)   Manganese

    21. Polar radius of earth is

(a)    Lesser than equatorial radius
(b)   Higher than equatorial radius
(c)    Equal to the equatorial radius
(d)   None of the above


   22. The two important factors that influence density in shallow subsurface are
 
(a)    Chemical Composition and water constant
(b)   Width and Depth
(c)    Thickness and Dip
(d)   Porosity and Pore fluid content



   23. Earth’s normal Gravity

(a)    Increases with elevation
(b)   Decreases with elevation
(c)    Does not vary with elevation
(d)   None of the above


   24. Topographic and Bouger Corrections account for
        
(a)    Gravity field due to latitude changes
(b)   Gravity field due to tides
(c)    Gravity effect of the material between the Geoid and the ground surface
(d)   None of the above

  25. Gravimeter measures

(a)    Absolute gravity
(b)   Relative gravity
(c)    Gravitational constant
(d)   Geoid variations


  26. International Gravitational Formula gives

(a)    Variations of gravity with Latitude
(b)   Variations of gravity with Longitude
(c)    Variations of Geoid Level
(d)   None of the above


 27. The permanent magnetization acquired by a rock at the time of its origin is called

(a)    Original Magnetization
(b)   Induced Magnetization
(c)    Artificial Magnetization
(d)   Remanent Magnetization

 28. The Major contribution for earth’s magnetic field is

(a)    Of external origin
(b)   Due to Solar radiation
(c)    Diurnal variations
(d)   Circulation of convection currents within the inner core

 29. Magnetic Inclination at equator is

(a)    0°
(b)   90°
(c)    30°
(d)   45°


 30. The angle (D) between Magnetic Meridian and Geographic north can be

(a)   Always positive
(b)  Always negative
(c)   Always less than 30°
(d)  Positive or negative

 31. Magnetic Storms

(a)  Can be corrected using  mathematic formulae
(b) Cannot be corrected
(c)  Can be predicted and effect removed
(d) None of the above


 32. Stainless Steel is

(a)  A Source of very high magnetic anomaly
(b) A Source for remanent magnetization
(c)  Associated with a weak magnetic susceptibility
(d)  None of the above


 33. The Precessional frequency of proton in a magnetometer is

(a)    A measure of earth’s magnetic field at that place
(b)   Inversely proportional to the amplitude of the field
(c)    Represents the raise due to external sources
(d)   None of the above


 34. Magnetic and gravity interpretation methods can be broadly categorized as a
 
(a)    Ambiguous and Unique methods
(b)   Direct and Indirect methods
(c)    Relative and Unique methods
(d)   None of the above

 35. SP method measures

(a)    S and P waves
(b)   Natural self-potentials below the ground due to conducting ore bodies
(c)    Slope parameters in Seismic Surveys
(d)   None of the above

  36. Resistivity of a material is

(a)    Its ability to withstand external forces
(b)   A measure of its ability to oppose the flow of electrical current through its volume
(c)    Its resistance against induced magnetic field
(d)   None of the above

 37. SP anomalies are generally

(a)    Negative over ore bodies
(b)   Positive over ore bodies
(c)    Symmetric above ore bodies
(d)   Absent over the ore bodies

38. Electromagnetic Surveys give better results

(a)    If the top surface layer is more conductive
(b)   If the top surface layer is less conductive
(c)    If the top surface layer is highly magnetic
(d)   None of the above