PETE 411 Well Drilling Lesson 13 Pressure Drop Calculations

Slides:



Advertisements
Similar presentations
PETE 411 Drilling Engineering
Advertisements

Shell Momentum Balances
ATMATM PETE 689 UBD ATMATM ATMATMATMATM Lesson 17 Flow Drilling Mudcap Drilling Snub Drilling Closed Systems Read: UDM Chapter pages
DRILLING ENGINEERING Well Control.
Lesson 14 Jet Bit Nozzle Size Selection
Drilling Engineering – PE 311 Drill Bit Optimization
Chapter 2: Drilling Hydraulics
..perhaps the hardest place to use Bernoulli’s equation (so don’t)
PETE 411 Well Drilling Lesson 5 Hole Problems.
Lesson 22 Prediction of Fracture Gradients
PETE 203 DRILLING ENGINEERING
Fluids & Bernoulli’s Equation Chapter Flow of Fluids There are two types of flow that fluids can undergo; Laminar flow Turbulent flow.
Petroleum Engineering 411 Well Drilling
Lesson 36 Torque and Drag Calculations
1 Lec 26: Frictionless flow with work, pipe flow.
Pertemuan CLOSED CONDUIT FLOW 1
CBE 150A – Transport Spring Semester 2014 Friction Losses Flow through Conduits Incompressible Flow.
Flow Sensors.
Laminar Flow in Pipes and Annuli
KNTU CIVIL ENGINEERIG FACULTY ` FLOW IN PIPES With special thanks to Mr.VAKILZADE.
Lesson 3 The Rig - Drilling Equipment
Lesson 4 Drilling Cost & Drilling Rate
Lesson 10 Drilling Hydraulics (cont’d)
Confidential to SMD JIP
Gas Transportation through Pipelines
Core Ag Engineering Principles – Session 1
Lesson 25 Well Control, cont’d
Drilling String Design
Assignment No. 1 [Grup 8] Figure below shows a portion of a hydraulic circuit. The pressure point B must be 200 psig when the volume flow rate is 60 gal/min.
PETE 411 Well Drilling Lesson 9 Drilling Hydraulics - Hydrostatics.
Lesson 15 Surge and Swab Pressures
Dual Gradient Drilling Basic Technology Confidential to DGD JIP
Lesson 12 Laminar Flow - Slot Flow
Lesson 18 Casing Design Example
Session 5: CASING DRILLING®
Drilling Engineering – PE 311 Turbulent Flow in Pipes and Annuli
Fluid Properties: Liquid or Gas
Lesson 26 * Well Control * * Variable Geometry *
Drilling Engineering Prepared by: Tan Nguyen Drilling Engineering - PE 311 Laminar Flow in Pipes and Annuli Non-Newtonian Fluids.
CHE315 Pressure Drop and Friction Loss 2.10 Design Equations for Laminar and Turbulent Flow in Pipes.
Non-Newtonian Fluids.
Chapter Six Non-Newtonian Liquid.
Viscous Flow.
Lesson 21 Laminar and Turbulent Flow
IIT-Madras, Momentum Transfer: July 2005-Dec 2005.
ATMATM PETE 689 UBD ATMATM ATMATMATMATM Lesson 9 Gasified Liquid Hydraulics Read: UDM Chapter 2.7 pages
CL-232 Lab Experiment FM-202 : Nature of Flow Staff TA’S Mr. Amit Shinde Munish Kumar Sharma Mr. B.G. Parab Laxman R. Bhosale.
30 th June 20111Enrico Da Riva, V. Rao Parametric study using Empirical Results June 30 th 2011 Bdg 298 Enrico Da Riva,Vinod Singh Rao CFD GTK.
Washington University ChE 433 Digital Process Control Laboratory Fluid Statics & Dynamics Lecture.
PIPELINE DESIGN ‘ THE ENGINEERING APPROACH’ SESSION OBJECTIVES THE ENGINEERING EQUATIONS TRANSMISSION LINE GAS FLOW LIQUID SYSTEM.
Background 1. Energy conservation equation If there is no friction.
6. Gas Kick Behavior Confidential to DGD JIP Slide 1 of 48 by Hans C. Juvkam-Wold Lesson 6 Gas Kick Behavior Dual Gradient Drilling Basic Technology.
Reynolds Analogy It can be shown that, under specific conditions (no external pressure gradient and Prandtle number equals to one), the momentum and heat.
Friction Losses Flow through Conduits Incompressible Flow.
Kick Submited to :- Submitted by:- Er Akash Rana Devahish Yadav B.Tech IIIrd Year Petroleum Technology 1.
Petroleum Engineering 411 Well Drilling
SUGGESTED MINIMUM KNOWLEDGE OF FLUID MECHANICS AND FOR FE EXAM
Lesson 6: Mathematical Models of Fluid Flow Components ET 438a Automatic Control Systems Technology lesson6et438a.pptx1.
System One Pumps S1-200 Centrifugal Hydraulics
Martti Veuro.
Date of download: 10/22/2017 Copyright © ASME. All rights reserved.
Hydrotransport 17 Effect of comminuted flint on pumping chalk slurry in the 92 km Kensworth – Rugby pipeline N.J. Alderman1 N.I.Heywood1 and D. J. Clowes2.
Well Design PE 413.
REAL FLUIDS SECTION 4.
FLUID MECHANICS REVIEW
Lecture 17 – Aero/Hydrodynamic Properties (Ch. 10)
Performance Curves Dr. C. L. Jones Biosystems and Ag. Engineering.
PO 2430 Applied Fluid MEchanics
29. Non-Newtonian Flow 2 CH EN 374: Fluid Mechanics.
Introduction to Fluid Mechanics
Presentation transcript:

PETE 411 Well Drilling Lesson 13 Pressure Drop Calculations API Recommended Practice 13D Third Edition, June 1, 1995

Homework HW #7. Pressure Drop Calculations Due Oct. 9, 2002 The API Power Law Model

Contents The Power Law Model The Rotational Viscometer A detailed Example - Pump Pressure Pressure Drop in the Drillpipe Pressure Drop in the Bit Nozzles Pressure Drop in the Annulus Wellbore Pressure Profiles

Power Law Model K = consistency index n = flow behaviour index

Fluid Flow in Pipes and Annuli

Fluid Flow in Pipes and Annuli Laminar Flow Turbulent LOG (SHEAR STRESS) (psi) n 1

Rotating Sleeve Viscometer

Rotating Sleeve Viscometer (RPM * 1.703) SHEAR RATE sec -1 5.11 170.3 511 1022 VISCOMETER RPM 3 100 300 600 ANNULUS BOB DRILL STRING SLEEVE API RP 13D

API RP 13D, June 1995 for Oil-Well Drilling Fluids API RP 13D recommends using only FOUR of the six usual viscometer readings: Use 3, 100, 300, 600 RPM Readings. The 3 and 100 RPM reading are used for pressure drop calculations in the annulus, where shear rates are, generally, not very high. The 300 and 600 RPM reading are used for pressure drop calculations inside drillpipe, where shear rates are, generally, quite high.

Example: Pressure Drop Calculations Example Calculate the pump pressure in the wellbore shown on the next page, using the API method. The relevant rotational viscometer readings are as follows: R3 = 3 (at 3 RPM) R100 = 20 (at 100 RPM) R300 = 39 (at 300 RPM) R600 = 65 (at 600 RPM)

Pressure Drop Calculations PPUMP Q = 280 gal/min r = 12.5 lb/gal PPUMP = DPDP + DPDC + DPBIT NOZZLES + DPDC/ANN + DPDP/ANN + DPHYD

Pressure Drop In Drill Pipe OD = 4.5 in ID = 3.78 in L = 11,400 ft Power-Law Constant (n): Fluid Consistency Index (K): Average Bulk Velocity in Pipe (Vp):

Pressure Drop In Drill Pipe OD = 4.5 in ID = 3.78 in L = 11,400 ft Effective Viscosity in Pipe (mep): Reynolds Number in Pipe (NRep):

Pressure Drop In Drill Pipe OD = 4.5 in ID = 3.78 in L = 11,400 ft NOTE: NRe > 2,100, so Friction Factor in Pipe (fp): So,

Pressure Drop In Drill Pipe OD = 4.5 in ID = 3.78 in L = 11,400 ft Friction Pressure Gradient (dP/dL)p : Friction Pressure Drop in Drill Pipe : DPdp = 665 psi

Pressure Drop In Drill Collars OD = 6.5 in ID = 2.5 in L = 600 ft Power-Law Constant (n): Fluid Consistency Index (K): Average Bulk Velocity inside Drill Collars (Vdc):

Pressure Drop In Drill Collars OD = 6.5 in ID = 2.5 in L = 600 ft Pressure Drop In Drill Collars Effective Viscosity in Collars(mec): Reynolds Number in Collars (NRec):

Pressure Drop In Drill Collars OD = 6.5 in ID = 2.5 in L = 600 ft Pressure Drop In Drill Collars NOTE: NRe > 2,100, so Friction Factor in DC (fdc): So,

Pressure Drop In Drill Collars OD = 6.5 in ID = 2.5 in L = 600 ft Pressure Drop In Drill Collars Friction Pressure Gradient (dP/dL)dc : Friction Pressure Drop in Drill Collars : DPdc = 227 psi

Pressure Drop across Nozzles DN1 = 11 32nds (in) DN2 = 11 32nds (in) DN3 = 12 32nds (in) DPNozzles = 1,026 psi

Pressure Drop in DC/HOLE Annulus Q = 280 gal/min r = 12.5 lb/gal 8.5 in DHOLE = 8.5 in ODDC = 6.5 in L = 600 ft

Pressure Drop in DC/HOLE Annulus DHOLE = 8.5 in ODDC = 6.5 in L = 600 ft Power-Law Constant (n): Fluid Consistency Index (K): Average Bulk Velocity in DC/HOLE Annulus (Va):

Pressure Drop in DC/HOLE Annulus DHOLE = 8.5 in ODDC = 6.5 in L = 600 ft Effective Viscosity in Annulus (mea): Reynolds Number in Annulus (NRea):

Pressure Drop in DC/HOLE Annulus DHOLE = 8.5 in ODDC = 6.5 in L = 600 ft NOTE: NRe < 2,100 Friction Factor in Annulus (fa): DPdc/hole = 31.6 psi So,

Pressure Drop in DP/HOLE Annulus q = 280 gal/min r = 12.5 lb/gal DHOLE = 8.5 in ODDP = 4.5 in L = 11,400 ft

Pressure Drop in DP/HOLE Annulus DHOLE = 8.5 in ODDP = 4.5 in L = 11,400 ft Power-Law Constant (n): Fluid Consistency Index (K): Average Bulk Velocity in Annulus (Va):

Pressure Drop in DP/HOLE Annulus Effective Viscosity in Annulus (mea): Reynolds Number in Annulus (NRea):

Pressure Drop in DP/HOLE Annulus NOTE: NRe < 2,100 Friction Factor in Annulus (fa): DPdp/hole = 153.2 psi So, psi

Pressure Drop Calculations - SUMMARY - PPUMP = DPDP + DPDC + DPBIT NOZZLES + DPDC/ANN + DPDP/ANN + DPHYD PPUMP = 665 + 227 + 1,026 + 32 + 153 + 0 PPUMP = 1,918 + 185 = 2,103 psi

PPUMP = 1,918 + 185 = 2,103 psi PPUMP = DPDS + DPANN + DPHYD DPDS = DPDP + DPDC + DPBIT NOZZLES = 665 + 227 + 1,026 = 1,918 psi P = 0 DPANN = DPDC/ANN + DPDP/ANN = 32 + 153 = 185 DPHYD = 0 PPUMP = 1,918 + 185 = 2,103 psi

What is the BHP? BHP = 7,985 psig BHP = 185 + 7,800 BHP = DPFRICTION/ANN + DPHYD/ANN BHP = DPDC/ANN + DPDP/ANN + 0.052 * 12.5 * 12,000 = 32 + 153 + 7,800 = 7,985 psig BHP = 185 + 7,800 BHP = 7,985 psig

DRILLPIPE DRILL COLLARS BIT NOZZLES ANNULUS 2103 DRILL COLLARS BIT NOZZLES ANNULUS

BHP DRILLSTRING ANNULUS

CIRCULATING 2103 STATIC

DRILLSTRING ANNULUS BIT 2103 DRILLSTRING ANNULUS (Static) BIT

Pipe Flow - Laminar In the above example the flow down the drillpipe was turbulent. Under conditions of very high viscosity, the flow may very well be laminar. NOTE: if NRe < 2,100, then Friction Factor in Pipe (fp): Then and

Annular Flow - Turbulent In the above example the flow up the annulus was laminar. Under conditions of low viscosity and/or high flow rate, the flow may very well be turbulent. NOTE: if NRe > 2,100, then Friction Factor in the Annulus: Then and

Critical Circulation Rate Example The above fluid is flowing in the annulus between a 4.5” OD string of drill pipe and an 8.5 in hole. The fluid density is 12.5 lb/gal. What is the minimum circulation rate that will ensure turbulent flow? (why is this of interest?)

Critical Circulation Rate In the Drillpipe/Hole Annulus: Q, gal/min V, ft/sec Nre 280 2.197 1,044 300 2.354 1,154 350 2.746 1,446 400 3.138 1,756 450 3.531 2,086 452 3.546 2,099 452.1 3.547 2,100

Optimum Bit Hydraulics Under what conditions do we get the best hydraulic cleaning at the bit? maximum hydraulic horsepower? maximum impact force? Both these items increase when the circulation rate increases. However, when the circulation rate increases, so does the frictional pressure drop.

n = 1.0

Importance of Pipe Size Eq. 4.66e or, *Note that a small change in the pipe diameter results in large change in the pressure drop! (q = const.) Decreasing the pipe ID 10% from 5.0” to 4.5” would result in an increase of frictional pressure drop by about 65% !!

Dpf = 11.41 v 1.75 turbulent flow Dpf = 9.11 v laminar flow Use max. Dpf value