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MudWindowTime.m
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MudWindowTime.m
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%% Azad_Almasov
%% Advanced_Drilling_-_2018_-_Fall
% Final Project
clc
clear all
%%#######################################################################%%
% STATEMENT OF THE PROBLEM
%% Given Data:
D = 9482; % ft, true vertical depth
phi_deg = 42.4; % degree of angle of internal friction
A_deg = 10; % degree of angle of azimuth
grad = 1; % psi/ft, vertical stress gradient
biot = 1; % Biott Coefficient
S_0 = 1182; % psi, cohesive strength
Pi = 3500; % psi, pore pressure
nu_h = 0.25; % horizontal Poisson's ratio
nu_vmin = 0.2; % minimum vertical Poisson's ratio
nu_vmax = 0.35; % maximum vertical Poisson's ratio
T_0 = 0; % psi, tensile strength
syms P_w; % psi, wellbore pressure
inc_deg = (0.1:5:90.1); % degree of inlination angle
theta_deg = 90; % degree of radial change
%%
Cs = 1.81e-7; % Solid compessibility, 1/psi
Cb = 8.62e-7; % Bulk compressibility, 1/psi
Cw = 2.86e-6; % Water compressibility, 1/psi
qw = 2734; % Water flow rate, STB/D
h = 160; % Resservoir thickness, ft
rr = 327; % Observation well distance, ft
phi = 0.145; % Porosity
Bw = 1; % Water formation volume factor Bbl/STB
mu = 1.16; % Viscosity of water, cP
k = 75; % Permeability, mD;
Case = input('Cases: isotropic(1) and anisotropic(2) ');
case1 = input('Cases for BCs: plain strain (1); generalized plain stress ');
%%#######################################################################%%
%% SOLUTION
t = logspace(log10(0.01),log10(50),5)*365*24; % Production time in hrs.
% Plain strain storage capacity:
if case1 ==1 % (plane strain)
S = (-2/3)*(((Cb-Cs)^2)/Cb)*((1-2*nu_h)/(1-nu_h))+phi*Cw-(1+phi)*Cs+Cb;
else if case1==2 % (generalized plane stress)
S = ((Cb-Cs)/3)*((1-Cs/Cb)*((3-4*nu_h)*(1+nu_h)/(2*(1-nu_h^2))-3)) ...
+Cb-Cs*(1+phi)+phi*Cw;
end
end
zeta = 0.00264*k/(mu*S);
% Degrees to Radians
phi_rad = phi_deg*pi/180;
A_rad = A_deg*pi/180;
inc_rad = inc_deg*pi/180;
theta_rad = theta_deg*pi/180;
% Calculation of sigma_v:
sigma_v = grad*D;
for tt=1:length(t);
% Pore pressure changes with time. Line source solution:
P_pore(tt) = Pi - (70.6*qw*mu/(k*h))*expint((rr^2)/(4*zeta*t(tt)));
% Stress path:
if Case == 1 % Isotropic case
sigma_h0 = 6143; % psi
sigma_h(tt) = sigma_h0 - biot*(1-2*nu_h)*(P_pore(tt) -Pi)/(1-nu_h);
sigma_H(tt) = sigma_h(tt);
else % Anisotropic case
sigma_h0 = 6143;
sigma_h(tt) = sigma_h0 - biot*(1-(nu_vmin+nu_h*nu_vmax)/(1-nu_h^2))*(P_pore(tt) -Pi);
sigma_H0 = 7500;
sigma_H(tt) = sigma_H0 - biot*(1-(nu_vmin*nu_h+nu_vmax)/(1-nu_h^2))*(P_pore(tt) -Pi);
end
%% Transformation to Wellbore cartesian system:
for j=1:length(inc_deg)
sigma_x{tt}(j) = (sigma_H(tt)*(cos(A_rad))^2 + sigma_h(tt)*(sin(A_rad))^2) ...
*(cos(inc_rad(j)))^2 + sigma_v*(sin(inc_rad(j)))^2;
sigma_y{tt}(j) = sigma_H(tt)*(sin(A_rad))^2 + sigma_h(tt)*(cos(A_rad))^2;
sigma_z{tt}(j) = (sigma_H(tt)*(cos(A_rad))^2 + sigma_h(tt)*(sin(A_rad))^2) ...
*(sin(inc_rad(j)))^2 + sigma_v*(cos(inc_rad(j)))^2;
sigma_xy{tt}(j) = 0.5*(sigma_h(tt) - sigma_H(tt))*sin(2*A_rad)*cos(inc_rad(j));
sigma_xz{tt}(j) = 0.5*(sigma_H(tt)*(cos(A_rad))^2 + sigma_h(tt)*(sin(A_rad))^2 ...
- sigma_v)*sin(2*inc_rad(j));
sigma_yz{tt}(j) = 0.5*(sigma_h(tt) - sigma_H(tt))*sin(2*A_rad)*sin(inc_rad(j));
%#########################################################################%
%% Fracture:
theta_rad_min{tt}(j) = 0.5*atan(2*sigma_xy{tt}(j)/(sigma_x{tt}(j) - sigma_y{tt}(j)));
sigma_tzf{tt}(j) = 2*(-sigma_xz{tt}(j)*sin(theta_rad_min{tt}(j)) + sigma_yz{tt}(j) ...
*cos(theta_rad_min{tt}(j)));
P_wf{tt}(j) = sigma_x{tt}(j) + sigma_y{tt}(j) - 2*(sigma_x{tt}(j) ...
- sigma_y{tt}(j))*cos(2*theta_rad_min{tt}(j)) - ...
4*sigma_xy{tt}(j)*sin(2*theta_rad_min{tt}(j)) ...
- (sigma_tzf{tt}(j)^2)/(sigma_z{tt}(j) - T_0 - biot*P_pore(tt)) ...
-biot*P_pore(tt) - T_0;
ppg_max{tt}(j) = P_wf{tt}(j)/(0.052*D);
%#########################################################################%
%% Transform to radial coordinate system:
sigma_rr{tt}(j) = P_w;
sigma_zz{tt}(j) = sigma_z{tt}(j) -2*nu_h*(sigma_x{tt}(j) - sigma_y{tt}(j))*cos(2 ...
*theta_rad) - 4*nu_h*sigma_xy{tt}(j)*sin(2*theta_rad);
sigma_tt{tt}(j) = (sigma_x{tt}(j) + sigma_y{tt}(j)) - 2*(sigma_x{tt}(j) - sigma_y{tt}(j))...
*cos(2*theta_rad) - 4*sigma_xy{tt}(j)*sin(2* ...
theta_rad)-P_w;
sigma_tz{tt}(j) = 2*(-sigma_xz{tt}(j)*sin(theta_rad) + sigma_yz{tt}(j) ...
*cos(theta_rad));
sigma_rt{tt}(j) = 0;
sigma_rz{tt}(j) = 0;
%#########################################################################%
%% Collapse:
sigma_1c{tt}(j) = 0.5*(sigma_tt{tt}(j) + sigma_zz{tt}(j)) + 0.5 ...
*sqrt((sigma_tt{tt}(j) - sigma_zz{tt}(j))^2 ...
+ 4*(sigma_tz{tt}(j))^2) - biot*P_pore(tt);
sigma_3c{tt}(j) = P_w - biot*P_pore(tt);
% Mohr-Coulomb equation:
f = inline(S_0+(0.5*(sigma_1c{tt}(j)+sigma_3c{tt}(j))-0.5 ...
*(sigma_1c{tt}(j) - sigma_3c{tt}(j))*sin(phi_rad)) ...
*tan(phi_rad) - 0.5*(sigma_1c{tt}(j) - sigma_3c{tt}(j)) ...
*cos(phi_rad),'P_w');
%#########################################################################%
%% Newton_-_Raphson_-_Iteration:
df = inline(diff(f(P_w)),'P_w');
ddf = inline(diff(df(P_w)),'P_w');
acc = 0.001;
P_wi = Pi-1500;
y1 = f(P_wi);
y2 = df(P_wi);
y3 = ddf(P_wi);
% Constion for the convertion criteria:
while (((y1*y3)/(y2*y2))>1)
P_wi = input('Enter initial value for Pressure again')
y1 = f(P_wi);
y2 = df(P_wi);
y3 = ddf(P_wi);
end
P_w2{tt}(j) = (P_wi - (y1/y2));
% To check for the accuracy (convergence)
while (abs(P_w2{tt}(j) - P_wi)>acc)
P_wi = P_w2{tt}(j);
y1 = f(P_wi);
y2 = df(P_wi);
P_w2{tt}(j) =(P_wi - (y1/y2));
end
P_wc{tt}(j) = P_w2{tt}(j);
ppg_min{tt}(j) = P_wc{tt}(j)/(0.052*D);
end
%#########################################################################%
%% Plot
plot(inc_deg,ppg_min{tt});
hold on
plot(inc_deg,ppg_max{tt});
hold on
if Case == 1
title('Mud Window for the isotropic case (Case 1)');
else
title('Mud Window for the anisotropic case (Case 2)');
end
xlabel('Inclination Degree');
ylabel('Mud Density');
end
ty = t/365/24; % Time in years
figure
plot(ty, P_pore)
xlabel('time, years');
ylabel('P_{pore} , psi');
figure
plot(ty, sigma_H)
xlabel('time, years');
ylabel('\sigma_H , psi');
figure
plot(ty, sigma_h)
xlabel('time, years');
ylabel('\sigma_h , psi');
for kk=1:length(t)
ppg_max_vertical(kk) = ppg_max{kk}(1);
ppg_min_vertical(kk) = ppg_min{kk}(1);
dppg_vertical(kk) = ppg_max{kk}(1)- ppg_min{kk}(1);
ppg_max_horizontal(kk) = ppg_max{kk}(length(inc_deg)-1);
ppg_min_horizontal(kk) = ppg_min{kk}(length(inc_deg)-1);
dppg_horizontal(kk) = ppg_max{kk}(length(inc_deg)-1)- ppg_min{kk}(length(inc_deg)-1);
end
figure
plot(ty, dppg_vertical);
xlabel('time, years');
ylabel('mud weight difference in vertical well, ppg');
figure
plot(ty, dppg_horizontal);
xlabel('time, years')
ylabel('mud weight difference in horizontal well, ppg');
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
%%%%#############################___THE_END___#########################%%%%
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%