drilling hydraulics 3

Upload: daongocha108

Post on 03-Jun-2018

236 views

Category:

Documents


1 download

TRANSCRIPT

  • 8/12/2019 Drilling Hydraulics 3

    1/43

    D

    rilling E

    ngineering 2

    Course (

    1

    st

    Ed.)

    http://bit.ly/Q921-DE2http://bit.ly/Q921-DE2mailto:[email protected]://bit.ly/Q921-DE2mailto:[email protected]
  • 8/12/2019 Drilling Hydraulics 3

    2/43

    1. drilling hydraulics:

    A.

    types & criteria of fluid flowB.

    fluid Rheology and models

    a. Bingham plastic & Power

    -

    law models

  • 8/12/2019 Drilling Hydraulics 3

    3/43

    1. Laminar Flow in Pipes and Annuli

    2. Turbulent Flow in Pipes and Annuli

    3. Pressure Drop Across Surface Connections

    4. Pressure Drop Across Bit

    5. Optimization of Bit Hydraulics

    6. Particle Slip Velocity

  • 8/12/2019 Drilling Hydraulics 3

    4/43

  • 8/12/2019 Drilling Hydraulics 3

    5/43

    laminar flowing pattern applicationFor drilling operations

    the fluid flow of mud and

    cement slurriesare most important.

    When laminar flowing pattern occurs,

    the following set of equations can be appliedto calculatethe friction pressure drop [psi] p,

    the shear rate at the pipe wall andthe circulation bottom hole pressurefor the different flow models:

    Fall

    13

    H. AlamiNia Drilling Engineering

    2

    Course (

    1

    st Ed.) 5

  • 8/12/2019 Drilling Hydraulics 3

    6/43

  • 8/12/2019 Drilling Hydraulics 3

    7/43

    Laminar:Bingham Plastic Fluid ModelFlow through pipe

    cp in [ft/sec]

    Flow through annulus

    can in [ft/sec]:

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 7

  • 8/12/2019 Drilling Hydraulics 3

    8/43

    Laminar:Power law Fluid ModelFlow through pipe

    cp in [ft/min]:

    Flow through annulus

    can in [ft/min]:

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 8

  • 8/12/2019 Drilling Hydraulics 3

    9/43

  • 8/12/2019 Drilling Hydraulics 3

    10/43

  • 8/12/2019 Drilling Hydraulics 3

    11/43

    friction factor determination for fullydeveloped turbulent flow pattern [in] ... absolute roughness of pipe,

    see from following table

    (Absolute pipe roughness for several types of circular pipes)

    [1] ... relative roughness of pipe

    To solve this equation for f, iteration techniques have tobe applied.

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 11

  • 8/12/2019 Drilling Hydraulics 3

    12/43

    Friction factor for turbulent flowThe friction

    factor can alsobe obtainedfrom thefigure.

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 12

  • 8/12/2019 Drilling Hydraulics 3

    13/43

    Friction factor estimationIn drilling operations,

    the relative roughness is oft assumed to beinsignificant (usually less than 0.0004) whichreduces the friction factor equationto the following equation for smooth pipes:

    For smooth pipes and turbulent flow(

    = 0 and 2,100

  • 8/12/2019 Drilling Hydraulics 3

    14/43

    The pressure drop calculation atturbulent flow patternThe pressure drop at turbulent flow pattern is then

    computed for the different flow modelswhen replacing diwith the equivalent diameter de = 0.816 (d2 d1).

    When the friction factor is computed,the pressure dropsfor the individual flow models can be calculated.

    For Newtonian Fluid Model:

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 14

  • 8/12/2019 Drilling Hydraulics 3

    15/43

    Power law Fluid Model:For fluids that behave according to the power-law

    fluid model, an empirical friction factor correlationbased on the flow behaviour index n is used.

    This correlation gives for:Flow through pipe:

    Flow through annulus:

    a [cp] ... apparent Newtonian viscosity

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 15

  • 8/12/2019 Drilling Hydraulics 3

    16/43

    Friction factor for Power LawReynolds

    number is thencompared withthe critical

    Reynoldsnumber,which isdepended onthe flowbehaviourindex n andshould beobtained fromthe figure

    Friction factor for Power-Law fluid modelFall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 16

  • 8/12/2019 Drilling Hydraulics 3

    17/43

    pressure drop for power lawInstead of using the figure,

    following equation can be appliedto determine the friction factor iteratively:

    When the friction factor f is calculated, thecorresponding pressure drop can be calculated with

    the Newtonian fluid model equation:

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 17

  • 8/12/2019 Drilling Hydraulics 3

    18/43

  • 8/12/2019 Drilling Hydraulics 3

    19/43

    the total pressure lossat the surface equipmentThe pressure drop in surface connections comprise

    the pressure drops along the standpipe,the rotary hose, swivel and kelly.

    Since different rigs do use different equipment, thetotal pressure loss at the surface equipment canonly be estimated.

    (pf )se [psi] ... pressure loss through total surfaceequipment, q [gpm] ... flow rate, E [1] ... constantdepending on the type of surface equipment used

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 19

    Groups of surface equipment

  • 8/12/2019 Drilling Hydraulics 3

    20/43

    Equivalent drillpipe lengthsfor surface equipmentAnother approach is

    to determine the equivalent length of drillpipe for eachsurface equipment and

    then use the relevant equations

    to determine the surface pressure loss.

    The Figure gives the equivalent lengths of thedifferent equipment parts.

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 20

  • 8/12/2019 Drilling Hydraulics 3

    21/43

  • 8/12/2019 Drilling Hydraulics 3

    22/43

  • 8/12/2019 Drilling Hydraulics 3

    23/43

    pressure drop across the bitThe pressure drop across the bit is mainly due to

    the change of fluid velocities in the nozzles.

    To increase the penetration rate,

    when the mud flows through the nozzlesits speed is increased drastically which causesa high impact force when the mud hits the bottomof the hole.

    This high fluid speed on the other handcauses a relative high pressure loss.

    This pressure loss is very sensitive to the nozzle seize.

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 23

  • 8/12/2019 Drilling Hydraulics 3

    24/43

    Calculation of pressure dropacross the bitThe bit pressure drop

    itself can be calculatedwith:

    AT [in2] ...total nozzle area

    dn [1/32] ...jet nozzle seize

    [ft/sec] ...mean nozzle velocity

    q [gpm] ... flow rate

    m [ppg] ... mud density

    Cd [1] ... dischargecoefficient, depending onthe nozzle type and size(commonly Cd = 0.95)

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 24

  • 8/12/2019 Drilling Hydraulics 3

    25/43

  • 8/12/2019 Drilling Hydraulics 3

    26/43

    Initiating Circulationpressure drop calculationThe additional pressure drop can be estimated

    applying the gel strength g of the drilling mud as:

    For flow through pipes:

    For flow through annuli:

    g [lbf/100 ft2] ... gel strength of the drilling mud

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 26

  • 8/12/2019 Drilling Hydraulics 3

    27/43

  • 8/12/2019 Drilling Hydraulics 3

    28/43

    hydraulic program designThe penetration rate in many formations is

    roughly proportional to

    the hydraulic horsepower expended at the bit.

    To drill most efficiently hydraulic programs aredesigned

    for maximum bottom hole cleaning(how much bottom hole cleaning is necessaryto reach maximum penetration rate)

    combined with maximum bottom hole cleaning basedon the surface hydraulic horsepower availability.

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 28

  • 8/12/2019 Drilling Hydraulics 3

    29/43

    drilling optimization parametersFor this reason,

    mud rheology,

    hydraulics (individual pressure drops) and

    bit nozzle selectionare the parameters to consider for drilling optimization.

    To optimize drilling hydraulics,different approaches can be made.The hydraulics can be designed to either

    optimize the nozzle velocity,the bit hydraulic horsepower or

    to optimize the jet impact force.

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 29

  • 8/12/2019 Drilling Hydraulics 3

    30/43

    The total pressure dropat the circulation systemThe total pressure drop at the circulation system

    is the summation of

    the pressure drop at the bit and

    the pressure drop throughthe rest of the circulation system.

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 30

  • 8/12/2019 Drilling Hydraulics 3

    31/43

  • 8/12/2019 Drilling Hydraulics 3

    32/43

  • 8/12/2019 Drilling Hydraulics 3

    33/43

    Optimum hydraulic horsepower andjet impact forceOptimum hydraulic horsepower andjet impact force are given with:

    The optimum nozzle area leads to the respectivenozzle selection.

    Nozzles for drilling bits are given 1/32 [in] seizes thus thecalculated nozzle area has to be converted into n/32 [in].

    Knowing n (has to be an integer and is commonlyrounded down to ensure the nozzle velocity) andthe amount of nozzles to use,the individual seizes are found.

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 33

  • 8/12/2019 Drilling Hydraulics 3

    34/43

  • 8/12/2019 Drilling Hydraulics 3

    35/43

  • 8/12/2019 Drilling Hydraulics 3

    36/43

    The annular flow of the drilling fluidThe annular flow of the drilling fluid

    (carrying drilling cuttings anda certain amount of gas to the surface,)is disturbed by frictional and centrifugal forces

    caused by the rotation of the drillstring.

    In practice, when it is noticed thatinefficient hole cleaning is present,either the mud flow rate is increased or

    the effective viscosity of the mud is increased or

    both adjustments are performed.To estimate the slip velocity of the cuttings,following correlation methods were developed empirically

    and are widely accepted and used in the industry:

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 36

  • 8/12/2019 Drilling Hydraulics 3

    37/43

    Estimation of the slip velocity;Moores CorrelationMoores Correlation:

    for NRp > 300:

    for NRp < 3:

    for 3 NRp < 300:

    a [cp] apparentNewtonian viscosity

    ds [in]drilling cuttings diameter

    NRp [1]

    particle Reynolds number [ft/sec] particle slip

    velocity

    s [ppg] cuttings density

    g [lbf/100 ft2] gel

    strength required tosuspend a particle ofdiameter ds

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 37

  • 8/12/2019 Drilling Hydraulics 3

    38/43

    Estimation of the slip velocity;Chiens CorrelationChiens Correlation:

    The correlation equations determined by Chien aresimilar to the ones defined by Moore.

    For clay-water muds,

    he recommends the usage of the apparent viscosity.

    The correlation is performed as:

    for NRp < 100:

    for NRp > 100:

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 38

  • 8/12/2019 Drilling Hydraulics 3

    39/43

    transportation velocityThe so called transportation velocity is defined as

    the difference between the mean annular velocity and

    the slip velocity . The transportation ratio FT given by:

    determines whether the cuttings aretransported to the surface (FT is positive) or not and

    provides a relative measure ofthe carrying capability of the drilling mud.

    Fall 13 H. AlamiNia Drilling Engineering 2 Course (1st Ed.) 39

  • 8/12/2019 Drilling Hydraulics 3

    40/43

  • 8/12/2019 Drilling Hydraulics 3

    41/43

    1. Dipl.-Ing. Wolfgang F. Prassl. Drilling

    Engineering.

    Master of PetroleumEngineering. Curtin University of Technology,

    2001. Chapter 4

  • 8/12/2019 Drilling Hydraulics 3

    42/43

  • 8/12/2019 Drilling Hydraulics 3

    43/43