Submit manuscript...
International Journal of
eISSN: 2475-5559

Petrochemical Science & Engineering

Research Article Volume 5 Issue 2

Rate of penetration optimization using burgoyne and young model (a case study of Niger delta formation)

Idris Danasabe Tanko, Abubakar Tanko, Abubakar Bello

Department of Mineral and Petroleum Resources Engineering, Nigeria

Correspondence: Abubakar Tanko, Mineral and Petroleum Resources Engineering Department, Kaduna Polytechnic, Nigeria, Tel +234803458 0686

Received: September 23, 2020 | Published: December 22, 2020

Citation: Tanko ID, Tanko A, Bello A. Rate of penetration optimization using burgoyne and young model (a case study of Niger delta formation). Int J Petrochem Sci Eng 2020;5(2):67-71. DOI: 10.15406/ipcse.2020.05.00124

Download PDF

Abstract

Drilling optimization models provide a technique for predicting and controlling drilling processes. Rate of penetration (ROP) prediction before drilling provides a means of improving overall drilling efficiency, minimization of drilling time and by extension reduction of drilling cost. Several ROP models are available in the oil and gas industry today, however most of these models are inadequate leading to inaccurate predictions. This work employs a different technique for ROP prediction by modifying original Burgoyne and Young’s (B&Y) model using data from Niger Delta. The ROP prediction and percentage error were determined at each of the selected well depth intervals The results obtained showed that the Burgoyne &Young model performed well by error of about 0.03%. The model was further optimized to minimize the error and the overall result shows that the error was minimized from 0.03% to 0.003%. Results obtained from the optimized Burgoyne and Young model imply that the model is suitable for ROP prediction in the Niger Delta.

Keywords: drilling operation, optimization, rate of penetration, burgoyne, young model

Introduction

The major goal of every drilling operation is to make holes in the ground from surface to a reference depth mainly for oil or gas exploitation. Petroleum industry is a capital intensive industry. There is a need to save time, cost and increases efficiency. One of the most costly aspects of the industry is exploration and drilling and therefore has lot of potential for optimization and reducing cost. Planning and predicting future drilling operation base on controllable variables will be essential in order to realize these efficiency gains.1–3 This may aid ROP prediction using mathematical models.4–12 The study area is located in the onshore part of Niger Delta sedimentary basin. The subarea covered by the Niger Delta basin is about 7500km2 a total area of 300,000km2 and sediment fill has a depth between 9–12km.13 It is composed of several different geological formations that indicate how this basin was formed, as well as the regional and large scale tectonics of the area. In addition this basin is an extensional basin surrounded by many other basin in the area that all formed from similar process. The Niger Delta basin is bounded by the Cameroon volcanic line and the transform passive continental margin.13

The stratigraphic structure of the Niger Delta basin is divided into three (3) unit Benin formation, Agbada formation and Akata formation. Benin formation is the topmost formation followed by Agbada formation at the middle then the Akata formation which is lowest. The Benin formation is made up continental sand deposit with shale intercalation covered with topmost low velocity layer, which in most cases is weathered within which surface wave are excited and generated. The Agbada formation is below the Benin formation. It contains reservoir sand which traps the hydrocarbon resources of the Niger Delta Basin. The Akata formation is dominated by shale it serves as the main source of hydrocarbon in the Niger Delta Basin. Economically Niger Delta basin has a very high economic value. It contains a very predictive petroleum system, it produce more than 2 million barrels of oil per day. The entire system is predicted to contain 34.5 billion barrels of oil and 95 trillion cubic feet of natural gas.14 These make it one of the largest oil production provinces in the world. 

Rate of penetration models

Mathematical drilling models provide method to predict and control drilling process and minimize drilling cost. Drilling models also provide a means of recognizing unusual effect when the observed but performance deviate from prediction rate, some of this models are Burgoyne and Young (B&Y), Mechanical Specific Energy (M.S.E), D-exponent, modified D-exponent, Cunningham, Maurer, Bingham, Moore, Warren Motahari etc. drilling models. Drilling parameters obtained from two (2) wells (well A & B) drilled within the Niger.15

Burgoyne and young (B&Y) drilling models is the most complete mathematical that has been used for rolling cutter bit. In 1973 B&Y suggested a drilling model considering the effect of several drilling variables on the rate of penetration. In this model the effect of the parameters such as WOB, RPM, Bit tooth wear and other assumed to be independent of one another.

R=(f1)(f2)(f3)(f4)(fn) MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGsb Gaeyypa0JaaiikaiaadAgacaaIXaGaaiykaiaacIcacaWGMbGaaGOm aiaacMcacaGGOaGaamOzaiaaiodacaGGPaGaaiikaiaadAgacaaI0a GaaiykaiabgkHiTiabgkHiTiabgkHiTiabgkHiTiabgkHiTiabgkHi TiaacIcacaWGMbGaamOBaiaacMcaaaa@4D29@ (1)

f1= e 2.303a1 =k MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGMb GaaGymaiabg2da9iaadwgajuaGdaahaaqabeaajugWaiaaikdacaGG UaGaaG4maiaaicdacaaIZaGaamyyaiaaigdaaaqcLbsacqGH9aqpca WGRbaaaa@43C2@ (2)

f2= e 2.303a2(10000D) MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGMb GaaGOmaiabg2da9iaadwgalmaaCaaabeqaaKqzadGaaGOmaiaac6ca caaIZaGaaGimaiaaiodacaWGHbGaaGOmaiaacIcacaaIXaGaaGimai aaicdacaaIWaGaaGimaiabgkHiTiaadseacaGGPaaaaaaa@476E@ (3)

f3= e 2.303a3 D 0.69(gp9.0) MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGMb GaaG4maiabg2da9iaadwgajuaGdaahaaqabeaajugWaiaaikdacaGG UaGaaG4maiaaicdacaaIZaGaamyyaiaaiodacaWGebWcdaahaaqcfa yabeaajugWaiaaicdacaGGUaGaaGOnaiaaiMdacaGGOaGaam4zaiaa dchacqGHsislcaaI5aGaaiOlaiaaicdacaGGPaaaaaaaaaa@4D38@ (4)

f4= e 2.303a4D(gppc) MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGMb GaaGinaiabg2da9iaadwgalmaaCaaabeqaaKqzadGaaGOmaiaac6ca caaIZaGaaGimaiaaiodacaWGHbGaaGinaiaadseacaGGOaGaam4zai aadchacqGHsislcaWGWbGaam4yaiaacMcaaaaaaa@478D@ (5)

f5= [ ( w db ) ( w db ) t 4 ( w db ) t ] a5 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGMb GaaGynaiabg2da9KqbaoaadmaakeaajuaGdaWcaaGcbaqcLbsacaGG Oaqcfa4aaSaaaOqaaKqzGeGaam4DaaGcbaqcLbsacaWGKbGaamOyaa aacaGGPaGaeyOeI0IaaiikaKqbaoaalaaakeaajugibiaadEhaaOqa aKqzGeGaamizaiaadkgaaaGaaiykaKqbaoaaBaaaleaajugibiaads haaSqabaaakeaajugibiaaisdacqGHsislcaGGOaqcfa4aaSaaaOqa aKqzGeGaam4DaaGcbaqcLbsacaWGKbGaamOyaaaacaGGPaqcfa4aaS baaSqaaKqzGeGaamiDaaWcbeaaaaaakiaawUfacaGLDbaajuaGdaah aaWcbeqaaKqzGeGaamyyaKqzadGaaGynaaaaaaa@5AC8@ (6)

f6= ( N 60 ) a6 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGMb GaaGOnaiabg2da9KqbaoaabmaabaWaaSaaaeaajugibiaad6eaaKqb agaajugibiaaiAdacaaIWaaaaaqcfaOaayjkaiaawMcaamaaCaaabe qaaKqzadGaamyyaiaaiAdaaaaaaa@42DB@ (7)

f7= e a7h MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGMb GaaG4naiabg2da9iaadwgajuaGdaahaaWcbeqaaKqzadGaeyOeI0Ia amyyaiaaiEdacaWGObaaaaaa@3F8C@ (8)

f8= ( F j 1000 ) a8 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGMb GaaGioaiabg2da9KqbaoaabmaakeaajuaGdaWcaaGcbaqcLbsacaWG gbqcfa4aaSbaaSqaaKqzGeGaamOAaaWcbeaaaOqaaKqzGeGaaGymai aaicdacaaIWaGaaGimaaaaaOGaayjkaiaawMcaaSWaaWbaaeqabaqc LbmacaWGHbGaaGioaaaaaaa@462E@ (9)

D= true vertical depth (ft)

gp= Pore pressure gradient (lbm/ft)

ρc MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyWdiNaam 4yaaaa@389E@ =equivalent circulating density

( w db )t= MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcfa4aaeWaaO qaaKqbaoaalaaakeaajugibiaadEhaaOqaaKqzGeGaamizaiaadkga aaaakiaawIcacaGLPaaajugibiaadshacqGH9aqpaaa@3F4C@ Threshold bit weight per inch of bit diameter at which the bit begin to drill 1000lbf/inch

h=fractional hook dullness

Fj=hydraulic impact force beneath the bit force lbf

a1 to a8 = constant that must be chosen based on local drilling conditions

f1=function represent the effect of formation strength and bit type on penetration rate.

f2=Function account for the rock strength increase due to normal compaction with depth.

f3=function model effect of under compaction experienced in abnormal pressure formation.

f4=function model the effect of bit weight and rotary speed on penetration rate.

f5&f6 function account for the rock strength increase due to normal compaction with depth.

f7=Function models the effect of tooth wear.

f8==function model the effect of bit hydraulic on rate of penetration.

h=fractional tooth dullness

Fj=hydraulic impact force beneath the bit (lbf)

The constant a1 through a8 can be computed using past drilling data obtained in the area when drilling data is available. The above drilling model can be use for drilling optimization calculation and for detection of changes in formation pore pressure.16

Materials and methods

Rate of penetration prediction was done using Burgoyne and Young drilling model. Well data in Niger Delta Basin was collected from Nigeria Petroleum Development Company a subsidiary of Nigeria National Petroleum Company (N.N.P.C). The name of the well was deleted from the given data for confidential purpose, the name of the well was renamed as Well A with a total depth of 9664ft. The Well data consist of drilling parameters such as well depth, rate of penetration, weight on bit, flow rate, rotation per minute, torque, bit diameter, stand pipe pressure, etc. These parameters were analyzed using B&Y models. Well depth from 1000ft to 9000ft at 200ft interval was selected for this analysis. In this model there are some unknown parameters co-efficient which must be determined based on past drilling data obtained from a field in order to determine the unknown parameters, a linear regression technique will be applied which as follows.

Y = α₀+α₁β1+α₂β2+α₃β+α₄β+α₅β+----αnβn (10)

Where Y is the dependent variable,α₀ is the intercept term and the regression co-efficient α12,α3,------ αn are the analogues of the shape of linear regression. From the above equation Y is the ROP; relevant drilling parameters will make up the regression variable [β1&βn]. α₀ to αn Co-efficient will be determined by using a software called statistical package for social science (SPSS Software). This SPSS software will perform the regression analysis after all the relevant drilling parameters has been uploaded into it and then run. The analysis will then provide an output computed data. The generated output data are now co-efficient of interest. The first value generated will be α₀ while the values after this are the co-efficient i.e. (α1 to αn). These values are to be multiplying with regression variable according to their order which is given as follows:

ROP= α o + α 1 WOB+ α 2 FR+ α 3 RPM+ α 4 TRQ+ α 5 Bd+ α 6 SPP MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGsb Gaam4taiaadcfacqGH9aqpcqaHXoqyjuaGdaWgaaWcbaqcLbmacaWG VbaaleqaaKqzGeGaey4kaSIaeqySde2cdaWgaaqaaKqzadGaaGymaa WcbeaajugibiaadEfacaWGpbGaamOqaiabgUcaRiabeg7aHLqbaoaa BaaaleaajugWaiaaikdaaSqabaqcLbsacaWGgbGaamOuaiabgUcaRi abeg7aHLqbaoaaBaaaleaajugWaiaaiodaaSqabaqcLbsacaWGsbGa amiuaiaad2eacqGHRaWkcqaHXoqylmaaBaaabaqcLbmacaaI0aaale qaaKqzGeGaamivaiaadkfacaWGrbGaey4kaSIaeqySde2cdaWgaaqa aKqzadGaaGynaaWcbeaajugibiaadkeacaWGKbGaey4kaSIaeqySde 2cdaWgaaqaaKqzadGaaGOnaaWcbeaajugibiaadofacaWGqbGaamiu aaaa@6CBB@ (11)

After substituting the values of the generated co-efficient (i.e.α0 to α6) and drilling factors (β1 to β6) in the above equation using Microsoft excel software a new predicted ROP is now obtained in ft. /hrs at every selected depth. 

Error calculation

The percentage error at each selected depth was calculated using the formula below

PercentageError= PredictedROPActualROP ActualROP *100% MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGqb GaamyzaiaadkhacaWGJbGaamyzaiaad6gacaWG0bGaamyyaiaadEga caWGLbGaamyraiaadkhacaWGYbGaam4BaiaadkhacqGH9aqpjuaGda WcaaGcbaqcLbsaciGGqbGaaiOCaiaadwgacaWGKbGaamyAaiaadoga caWG0bGaamyzaiaadsgacaWGsbGaam4taiaadcfacqGHsislcaWGbb Gaam4yaiaadshacaWG1bGaamyyaiaadYgacaWGsbGaam4taiaadcfa aOqaaKqzGeGaamyqaiaadogacaWG0bGaamyDaiaadggacaWGSbGaam Ouaiaad+eacaWGqbaaaiaacQcacaaIXaGaaGimaiaaicdacaGGLaaa aa@6653@ (12)

While the average percentage error was also calculated using the formula below.

AveragePercentageError= ( PredictedROPActualROP ActualROP ) N *100% MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcfaOaamyqai aadAhacaWGLbGaamOCaiaadggacaWGNbGaamyzaiaadcfacaWGLbGa amOCaiaadogacaWGLbGaamOBaiaadshacaWGHbGaam4zaiaadwgaca WGfbGaamOCaiaadkhacaWGVbGaamOCaiabg2da9maalaaabaWaaabq aeaadaqadaqaamaalaaabaGaciiuaiaackhacaWGLbGaamizaiaadM gacaWGJbGaamiDaiaadwgacaWGKbGaamOuaiaad+eacaWGqbGaeyOe I0IaamyqaiaadogacaWG0bGaamyDaiaadggacaWGSbGaamOuaiaad+ eacaWGqbaabaGaamyqaiaadogacaWG0bGaamyDaiaadggacaWGSbGa amOuaiaad+eacaWGqbaaaaGaayjkaiaawMcaaaqabeqacqGHris5aa qaaiaad6eaaaGaaiOkaiaaigdacaaIWaGaaGimaiaacwcaaaa@6F58@ (13)

The above error calculation was carried out using Microsoft excel.

Error minimization

In order to minimize the error the B&Y linear regression model was further developed as follows

ROP= α o + α 1 WOB+ α 2 FR+ α 3 RPM+ α 4 TRQ+ α 5 Bd+ α 6 SPP+ α 7 MW MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGsb Gaam4taiaadcfacqGH9aqpcqaHXoqyjuaGdaWgaaWcbaqcLbmacaWG VbaaleqaaKqzGeGaey4kaSIaeqySde2cdaWgaaqaaKqzadGaaGymaa WcbeaajugibiaadEfacaWGpbGaamOqaiabgUcaRiabeg7aHLqbaoaa BaaaleaajugWaiaaikdaaSqabaqcLbsacaWGgbGaamOuaiabgUcaRi abeg7aHLqbaoaaBaaaleaajugWaiaaiodaaSqabaqcLbsacaWGsbGa amiuaiaad2eacqGHRaWkcqaHXoqylmaaBaaabaqcLbmacaaI0aaale qaaKqzGeGaamivaiaadkfacaWGrbGaey4kaSIaeqySde2cdaWgaaqa aKqzadGaaGynaaWcbeaajugibiaadkeacaWGKbGaey4kaSIaeqySde 2cdaWgaaqaaKqzadGaaGOnaaWcbeaajugibiaadofacaWGqbGaamiu aiabgUcaRiabeg7aHTWaaSbaaeaajugWaiaaiEdaaSqabaqcLbsaca WGnbGaam4vaaaa@739F@ (14)

In the above equation another drilling parameter i.e. mud weight was introduced. The analysis was carried out using the same procedure as it was done initially in the B&Y linear regression analysis and a very desirable result was obtained.

Results & discussion

The table above shows the generated coefficient from Statistical Package for Social Sciences Software for both initial B&Y and new B&Y regression analysis. Comparison was made between the actual ROP and predicted ROP. The actual ROP was the ROP contained in the original well Data (Well A Data) while the predicted ROP was the ROP calculated using B&Y models (Table 1). The comparison was done between the well depths of 1000ft to 9000ft at 200ft depth interval. Percentage error at each depth interval was calculated and finally average percentage error was also calculated. A graph of ROP was plotted against well depth, depth on the horizontal axis in feet (ft.) and ROP on the vertical axis in feet per hour (ft./hr.) on the vertical axis. From the graph, the actual ROP was considered as the reference plot represented with blue dotted point (Table 2). The predicted ROP are represented with lines in difference colors (Table 3). B&Y line graph seem to correlate very well in many section of the well, this shows that this model performed very well (Figure 1).

Coefficients α0

 α1

 α2

 α3

 α4

 α5

 α6

 α7

Initial B&Y

309.5

0.036

-0.002

0.212

0.017

-4.891

-0.108

--

New B&Y

254.235

0.065

-0.002

0.292

0.017

-5.749

-0.121

8.776

Table 1 Output computed data from SPSS

Depth

Actual

Predicted ROP (ft/hr)

%Error

1000

209

160

23%

1200

329

169

49%

1400

181

168

7%

1600

187

161

14%

1800

145

150

3%

2000

161

141

12%

2200

144

142

1%

2400

120

143

20%

2600

106

148

39%

2800

112

148

33%

3000

109

140

28%

3200

106

129

22%

3400

134

157

17%

3600

125

115

8%

3800

88

116

31%

4000

64

113

76%

4200

100

114

14%

4400

44

90

108%

4600

45

82

80%

4800

76

53

30%

5000

119

96

19%

5200

169

123

27%

5400

136

109

20%

5600

110

109

1%

5800

100

102

2%

6000

102

123

20%

6200

97

120

24%

6400

86

26

69%

6600

111

103

7%

6800

90

99

10%

7000

110

96

12%

7200

96

90

6%

7400

69

87

26%

7600

111

79

29%

7800

116

86

26%

8000

92

121

31%

8200

118

169

43%

8400

114

120

5%

Table 2 Predicted ROP using B&Y models

Depth

Actual ROP (114-)

B&Y(TTRJ

New B&Y (tiALS)

% Error

1000

209

160

161

23%

1200

329

169

170

48%

1400

181

168

170

6%

1600

187

161

161

14%

1800

145

150

149

3%

2000

161

141

140

13%

2200

144

142

141

2%

2400

120

143

142

19%

2600

106

148

147

38%

2800

112

148

148

32%

3000

109

140

138

26%

3200

106

129

126

19%

3400

134

157

158

18%

3600

125

115

111

12%

3800

88

116

111

26%

4000

64

113

108

69%

4200

100

114

111

11%

4400

44

90

83

92%

4600

45

82

76

67%

4800

76

53

44

42%

5000

119

96

83

30%

5200

169

123

129

24%

5400

136

109

116

15%

5600

110

109

115

5%

5800

1(H)

102

107

7%

6000

102

123

127

24%

6200

97

120

124

28%

6400

86

26

29

66%

6600

111

103

105

5%

6800

90

99

102

13%

7000

110

96

98

10%

7200

96

90

92

5%

7400

69

87

88

27%

7600

111

79

79

29%

7800

116

86

89

23%

8000

92

121

134

46%

8200

118

169

169

43%

8400

114

120

121

6%

8600

102

118

118

16%

8800

196

174

174

11%

9000

178

155

155

13%

Sum

5007

4950

102700%

 

 

 

Ave .% error

0%

Table 3 Predicted ROP for initial B&Y and new B&Y

Figure 1 Actual & predicted ROP vs. well depth.

Predicted B&Y model was further modeled by including additional drilling parameter (i.e. mud weight) into the initial regression equation and analyzed. The result shows that the error was minimized from 0.03% to 0.0003%. Actual ROP, Predicted ROP of initial B&Y and modified B&Y in feet per hour was plotted against well depth measured in feet. From the fig, the actual ROP was considered as the reference plot represented with dotted point. The initial and modified B&Y predicted ROP are represented with lines (Figure 2). Initial and modified B&Y line graph seem to correlate very well in many section of the well, this shows that the modified B&Y model performed very well even more than the initial B&Y Model. The error difference between initial & and new predicted ROP using B&Y model can be can be clearly illustrated from the chart in Figure 3.

Figure 2 Actual, initial B&Y and new B&Y ROP vs. well depth.

Figure 3 Average percentage error vs. Initial B&Y and new B&Y.

Conclusion

B&Y model has been tested with Niger Delta well data for ROP prediction, the result shows that the model performed very well by producing a little amount of error of about 0.03% and the error was further minimized to 0.0003% after inclusion of additional drilling parameter. The model can estimate ROP as function of several drilling parameters such as WOB, RPM, Mud weight, Standpipe Pressure, Torque, flow rate, mud weight etc. with a reasonable accuracy.

The result can also provide a guide for next drilling operation near the drilled well within the Niger Delta basin and the predicted values can be used as a reference to obtain optimum drilling performance and therefore reduce cost and time of drilling operation.

Acknowledgments

We want to thank the Nigerian Petroleum Development Company (NPDC) for providing us with the data we used in the work.

Conflicts of interest

There are no conflicts of interest.

Funding

None.

References

  1. Kate Van Dyk. Fundamentals of Petroleum. 4th ed. 1997.
  2. Adam T Bourgoyne Jr. Applied Drilling Engineering. 1991.
  3. Morten Adamsen Husvaeg. ROP Modeling And Analysis. Masters Thesis; 2015.
  4. Teale R. The Concept of Specific Energy in Rock Drilling. Int J Rock Mechanics Mining Science. 1965;2(1):57–73.
  5. Bahari MH, Moharrami B. Burgoyne And Young Model Co. efficient Using Generic Algorithm to Predict Drilling Rate. Journal of Applied Science. 2008;8(17).
  6. Bourgoyne,A.T And Young. A Multiple Regression Approach To Optimal Drilling And Abnormal Pressure Detection. Society of Petroleum Engineers SPE Reprint series. 1999;49:27–40.
  7. Ramadan A. Mathematical Modeling of Drilling Foam Flows”, IMV ProJect, Ergun Kuru, University of Alberta season Arild, Statoil; 2000.
  8. Maurer WC. The perfect Cleaning Theory of Rotary Drilling. Journal of Petroleum Technology. 1962.
  9. Michele LW Tuttle, Ronald R Charpentier, Michael E Brownfield. The Niger Delta Petroleum System. Niger Delta province Nigeria, Cameroon and Equatorial Guniea, Africa; 2015.
  10. Fatoke. Sequence Stratigraphy of the Pliocene -Pleistocene Strata and Shelf margin delta of the eastern Niger Delta. Nigeria (Ph.D.) University of Houston; 2010.
  11. Kurfe Udis, MfonAkpan, OkechukwuAgbosi. Estimation of over pressure in onshore Niger Delta using Wireline data. IJSR. 2013;4:438.
  12. Adam T Burgoyne, Keith K, Milkam Martin E, et al. Applied Drilling Engineering SPE text series. 1986;2.
  13. Samera M Hamad-Allahh, Ali A Ismael. Application of Mathematical Drilling model on southern Iraq oil fields. University of Baghdad/College of Engineering, Petroleum Engineering Department. I Journal of Engineering. 2018;3(14).
  14. Cesar Maltos de Salles Soares. Development and Application of a new system to Analyze Field Data and Compare Rate of Penetration (ROP) model. Master’s Thesis, University of Texas; 2015.
  15. Andreas Nascimento, David Tamas Kutas, Asad Elmgerbi. Mathematical Modeling Applied to Drilling Engineering. An Application of Burgoyne and Yong ROP model to a presalt case study. Hindawi publishing corporation mathematical problems in Engineering. 2015; ID631290.
  16. Eten T. Real time-optimization of drilling parameter during drilling operation [P.hd thesis], middle East Technical University; 2015.
  17. Malik Alsenwar. NCS Drilling Data Based ROP Modeling and its Application. Master Thesis Faculty of Science & Technology, University of Stavenger; 2017.
  18. Fuad Mammadov. Developing Drilling Optimization Program for Galle and Method. M.Sc. Thesis; Istanbul Technical University; 2010.
Creative Commons Attribution License

©2020 Tanko, et al. This is an open access article distributed under the terms of the, which permits unrestricted use, distribution, and build upon your work non-commercially.