This commit is contained in:
xinxiao
2026-03-13 11:24:41 +08:00
commit 04e2bb29c7
238 changed files with 29102 additions and 0 deletions
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function r = grid_discretization_SP_model(modelflag, r, f, frac_information, fellip, nf)
% 数据读取
nx = r.nx; ny = r.ny; nz = r.nz; NTG = r.NTG; cell_mid_coords = r.cell_mid_coords;
% 基质孔渗
rock_density = 2700; % 岩石密度,kg/m^3
kx = 1*1e-3 * ones(nx*ny*nz, 1); % 达西,D
ky = 1*1e-3 * ones(nx*ny*nz, 1);%
kz = 1*1e-3 * ones(nx*ny*nz, 1);%
pori = 0.08 * ones(nx*ny*nz, 1);%
prpor = 20; % 参考压力,MPa
cpor = 1.0e-5;% 基质压缩系数,,MPa
% 有效网格
valid_grids = ones(nx*ny*nz, 1);
invalid_layer = 2; % 将第二层无效网格
for i = 1:length(invalid_layer)
grid_numbering_range = ((invalid_layer(i)-1)*nx*ny+1:invalid_layer(i)*nx*ny)';
valid_grids(grid_numbering_range,1) = 0;
end
% SRV区域定义
% % % base_x=23:78; nx_SRV=length(base_x);
% % % base_y=15:36; ny_SRV=length(base_y);
% % % base_z=1:1;nz_SRV=length(base_z);
% % % SRV=[];
% % % for k=1:nz_SRV
% % % for j=1:ny_SRV
% % % for i=1:nx_SRV
% % % SRV=[SRV;(base_z(k)-1)*nx*ny+(base_y(j)-1)*nx+base_x(i)];
% % % end
% % % end
% % % end
% % % % SRV渗透率赋值
% % % kx(SRV)=0.001*1e-3 * ones(length(SRV), 1);
% % % ky(SRV)=0.001*1e-3 * ones(length(SRV), 1);
% % % kz(SRV)=0.001*1e-3 * ones(length(SRV), 1);
% 裂缝孔渗
Kf = 10000*1e-3*ones(1,nf);% 裂缝渗透率
Wf = 1e-2*ones(1,nf);% 裂缝开度
Porf = 0.30*ones(1,nf);% 裂缝孔隙度
prporf = 20;% 裂缝系统参考压力
cporf = 1.0e-5;% 裂缝系统压缩系数
% 应力敏感系数
stress_factor_fracture = 0.000; % 1/MPa 0.001
stress_factor_matrix = 0.000; % 1/MPa
stress_factor_ref_pressure = 20; % 一般取为原始地层压力
%
Rpt = 2;cf = 1;ca = 1;
%% 结合基质、裂缝的几何及物性信息开展前处理
% r = GridProp(modelflag, nx, ny, nz, dx, dy, dz, kx, ky, kz, f, fellip, Kf, Wf, pori, prpor, cpor, Porf, prporf, cporf, cf, ca,co, NTG);
r = GridProp_new(modelflag, r, kx, ky, kz, f, frac_information, fellip, Kf, Wf, pori, prpor, cpor, Porf, prporf, cporf, cf, ca, valid_grids);
r.rock_density = rock_density;
r.valid_grids = valid_grids;
r.stress_factor_fracture = stress_factor_fracture;
r.stress_factor_matrix = stress_factor_matrix;
r.stress_factor_ref_pressure = stress_factor_ref_pressure;
end
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function [ r, Times, OutputRs, Wellpara, trun ] = main1()
%% ==================================PART 1: 模型选取========================================
% 1-- classical EDFM
modelflag = 1;% 此处固定为1即可
%% ==================================PART 2: 基质网格定义=====================================
dx=[10*ones(1,100) ];nx=size(dx,2);
dy=[10*ones(1,50) ];ny=size(dy,2);
dz=[10*ones(1,3)];nz=size(dz,2);
NTG= 1*ones(nx*ny*nz,1);
r = GridProp_pre(dx,dy,dz,nx,ny,nz,NTG);
%% ==================================PART 3: 裂缝分布数据输入=====================================
% 四种输入方式: 1表示工程应用输入;2表示向量输入;3表示工程应用输入,包括基准点、倾角、方位角、抬升角;4表示从.fab文件读取
input_style = 1;
%% 输入方式1:工程应用输入
%仅能刻画具有双对称性质的矩形缝或椭圆缝
% 基准点坐标(1),方位角(2),倾角(3),抬升角(4),缝长(椭圆长轴长)(5),缝高(椭圆短轴长)(6),类型1是矩形缝、2是椭圆缝(7)
if input_style==1
input_content={
[255,255,5],90,90,0,200,10,1;
[305,255,5],90,90,0,200,10,1;
[355,255,5],90,90,0,200,10,1;
[405,255,5],90,90,0,200,10,1;
[455,255,5],90,90,0,200,10,1;
[505,255,5],90,90,0,200,10,1;
[555,255,25],90,90,0,200,10,1;
[605,255,25],90,90,0,200,10,1;
[655,255,25],90,90,0,200,10,1;
[705,255,25],90,90,0,200,10,1;
[755,255,25],90,90,0,200,10,1;
};
[f,fellip] = sort_fracture(input_content);
flowBarrierFlags = [];
m=size(f,1);n=size(fellip,1);nf=(m+n)/5;
frac_information = fractureInformation_input_engineering_vector(f,fellip,flowBarrierFlags);
end
%% 输入方式2:向量输入
%首先对矩形缝进行研究,裂缝参数包括三个向量和两个参数的取值范围,如果是其它类型缝,则是两个参数间的函数关系
%因此一个5行三列的矩阵可以确定一条裂缝
%向量分量可为非整数,以此保证参数范围的取值为整数即可,
%故可先随意确定为整数的参数范围,再根据缝长缝高去确定向量分量的取值
% 矩形缝
if input_style==2
f=[
0,1200,0;10,-20,0;0,0,10;0,60,0;0,3,0;
0,1200,0;10,20,0;0,0,10;0,15,0;0,3,0;
150,1500,0;20,-10,0;0,0,10;0,20,0;0,3,0;
550,1300,0;10,10,0;0,0,10;0,10,0;0,3,0;
650,1400,0;10,-20,0;0,0,10;0,55,0;0,3,0;
605,705,0;10,0,0;0,0,10;-20,20,0;0,3,0;
];
% 椭圆缝
% fellip=[320,210,10;10,2,0;0,0,2;0,0,8;0,0,5;
% 280,300,10;10,2,0;0,0,2;0,0,10;0,0,4;];
% 300,205,10;10,0,0;0,0,2;0,0,10;0,0,5];
fellip=[];
m=size(f,1);n=size(fellip,1);nf=(m+n)/5;%裂缝条数
frac_information = fractureInformation_input_engineering_vector(f,fellip);
end
%% 输入方式3:二维输入
% load('fractures_generated.mat');
% fractureLines = fractures_generated;
if input_style==3
fractureLines = [
105,150;105,350;
205,150;205,350;
305,150;305,350;
405,150;405,350;
505,150;505,350;
605,150;605,350;
705,150;705,350;
805,150;805,350;
905,150;905,350;
];
fellip=[]; % 椭圆缝
fractureHeights = [
10;10;10;10;10;10;10;10;10];
% 椭圆缝
fellip=[];
flowBarrierFlags = [];% flowBarrierFlags = [1;2;3;4];
[f,frac_information] = input_fracture_2D(fractureLines,fractureHeights,flowBarrierFlags);
m=size(f,1);n=size(fellip,1);nf=(m+n)/5;%裂缝条数
end
%% 输入方式4:从.fab文件读取 Frac_PT
if input_style==4
end
%% ==================================PART 4: 基质网格及裂缝物性参数输入=====================================
% 1-- 单重介质
% 2-- 双重介质(双孔双渗)
grid_model = 1;
if grid_model == 1
r = grid_discretization_SP_model(modelflag, r, f, frac_information, fellip, nf);
end
if grid_model == 2
r = grid_discretization_DP_model(modelflag, r, f, frac_information, fellip, nf);
end
%% 生成向量化变成所需要的算子
os = OperatorRS(r.N, r.nex, r.nc);
%% ==================================PART 5: 模型类型选取及初始状态设定=========================================
% 1-- 气水两相流
% 2-- 油水两相流
flow_model = 3;
if flow_model == 1
[f,state0] = gas_water_flow(r);
end
if flow_model == 2
[f,state0] = oil_water_flow(r);
end
if flow_model == 3
[f,state0] = multi_component_flow(r);
end
%% ==================================PART 6: 井制度schedule设定================================================
%将直井、水平井与多段压裂水平井分开处理
%% 直井、常规水平井定义
% Wellcpara: wellname(1) nperf,射孔点数量(2) index(3) rw(4) skin(5) welltype(6)
% welltype=1 直井,welltype=2 水平井沿x方向,welltype=3 水平井沿y方向 welltype=4 多段压裂水平井
% 直井、水平井,该种井型的处理是将射孔段安排在基质网格
% 对于直井、斜井、水平井,采取与eclipse一致的方式,给出其在基质网格中位置
% 每个射孔点由下px,py,pz确定,分别表示该射孔点在x方向,y方向的网格编号,及层数即z反方向上的网格编号(最初是以垂直向上建立的基质网格)
well1={
% 'w1', 2, [20 10 1;20 10 2;], 0.178/2, 0, 1;
% 'w2', 2, [80 10 1;80 10 2;], 0.178/2, 0, 1;
% 'w3', 1, [20 40 1;], 0.178/2, 0, 1;
% 'w4', 1, [80 40 1;], 0.178/2, 0, 1;
% 'w2', 3, [67 20 1;67 20 2;67 20 3], 0.178/2, 0, 1;
};
well1 = handle_well1(well1,r);
%% 压裂水平井定义
% 多段压裂水平井:射孔段设置在裂缝单元上,可以给出该射孔点所在的坐标,然后去寻找该点所在的裂缝单元编号
num_fracture_wells = 1;
welloc = cell(num_fracture_wells,1);
perfnum = cell(num_fracture_wells,1);
welloc{1,1}=[
255,255,5;
305,255,5;
355,255,5;
405,255,5;
455,255,5;
505,255,5;
555,255,25;
605,255,25;
655,255,25;
705,255,25;
755,255,25;
];
for i = 1:num_fracture_wells
perfnum{i,1} = findWelloc(r, welloc{i,1});%在用以Wellc0之中
end
% perfnum2 = findWelloc(r, welloc2);
well2={
'w1', length(perfnum{1,1}), perfnum{1,1}, 0.178/2, 0,4;
};
Wellc = handle_well1_well2(well1,well2,welloc,r); %加井和射孔位置
%% 井制度设置(开关井、定压/定产、便于吞吐等)
number_phases = 3;
well_schedules = cell(number_phases,1);
time = zeros(number_phases,1);
% 不同方式对应的收敛难度、需要不一样,需分阶段调控,
% 例如在注入阶段需要小一些,如果需要做早期试井,dtmax、dtmin都需要小一些
dtmax = zeros(number_phases,1);
dtmin = zeros(number_phases,1);
% (1)well state: 'open'表示该井是开的;'close'表明该井一直是关的,如果只是阶段性关井,就用'open'定流量0生产
% (2)well type: 'pro'表示是生产井;'inj'表示是注入井;
% (3)protype:'const_q'是定流量;'const_pwf'则是定压
% (4)value:定的流量值或者井底压力值
% (5)value:此代码该值与(3)值相同
% (8)value:注入表活剂的浓度 kg/m3
% (10)value:注入水/压裂液的盐浓度(矿化度),一般是 1kg/m3
time(1) = 10; dtmax(1) = 0.1; dtmin(1) = 0.001;
well_schedules{1,1} = {
% 'w1','open','inj','const_pwf',30,30;
% 'w2','open','inj','const_pwf',30,30;
% 'w3','open','inj','const_pwf',30,30;
% 'w4','open','inj','const_pwf',30,30;
'w1','open','inj','const_pwf',40,40,'Cs_inj',0.5,'Cb_inj',1};
time(2) = 30; dtmax(2) = 0.5; dtmin(2) = 0.001;
well_schedules{2,1} = {
'w1','open','pro','const_q',0,0;
% 'w1','open','pro','const_pwf',10,10;
% 'w2','open','pro','const_q',0,0;
};
time(3) = 200; dtmax(3) = 0.5; dtmin(3) = 0.001;
well_schedules{3,1} = {
'w1','open','pro','const_pwf',10,10;
% 'w2','open','pro','const_pwf',10,10;
};
%% ======================================PART 7: Solver设置===========================================
yitap = 5; % 50-500psi
yitas = 0.04; % 0.05-0.5
omega = 0.5; % 0-1
Nmax = 50;
epsave = 1e-6;
epsmax = 1e-6;
%% ======================================PART 8: 正式计算===========================================
[Times, OutputRs, Wellpara, trun] = solver_NR(r, flow_model, f, os, state0, yitap,yitas,omega,Nmax,epsave,epsmax,dtmin,dtmax,Wellc,time,well_schedules);
run_time=toc;
trun.run_time=run_time;
end
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function [f,state0] = multi_component_flow(r)
%% 流体性质参数
%% 水相中的表活剂、盐的扩散系数
Ds = 0.76*1e-9; % m2/s
Db = 2.2*1e-9; % m2/s
%% 表活剂、盐在岩石表面的吸附浓度与水相浓度的关系表,第一列单位是kg/m3, 第二列和第三列单位是g/kg
c_ca_table = [
0 0 0
0.05 1 0.075
0.1 1.75 0.125
0.2 3 0.2
0.5 4.35 0.325
1 4.55 0.365
];
cs_data = c_ca_table(:,1);
cb_data = c_ca_table(:,1);
csa_data = c_ca_table(:,2)*1e-3; % 转换为 kg/kg
cba_data = c_ca_table(:,3)*1e-3; % 转换为 kg/kg
%% 化学势(压裂液与地层水的盐度差异给水相带来的额外压差)
R = 0.008314; % kJ/(mol*K)
Vm = 18.02*1e-6; % 水的偏摩尔体积,m^3/mol
Temperature = 293.15; % 温度,K
chemistry_cof = R*Temperature/Vm*1e-3/10;
%% 动态相渗(凸显出表活剂对相渗的影响)
% 原本应先得到表活剂浓度与表面张力的关系,再结合渗流速度计算出个表面张力对应的毛管数,
% 为了简便代码编写,此处忽略渗流速度的影响,
% 并增强代码通用性,此处改为输入表活剂浓度与毛管数的对应表格,
% 第一列为表活剂浓度,第二列为相应的毛管数,,第三列是相应的表面张力
% dynamic_kr = 1;
cs_Nc = [
0 1.6*1e-6 30
0.1 9.5*1e-6 10
0.2 2.5*1e-5 4
0.5 5.8*1e-5 1.4
1 8.2*1e-5 1
2 8.8*1e-5 0.75
];
Nc_nosurf = min(cs_Nc(:,2));
Nc_surf = max(cs_Nc(:,2));
kr_nosurf = [
0 0 0.64
0.25 0 0.64
0.30 0.072 0.6
0.40 0.14 0.56
0.50 0.26 0.48
0.60 0.4 0.38
0.70 0.56 0.26
0.85 0.88 0
1 0.88 0
];
kr_surf = [
0 0 0.6
0.18 0 0.6
0.25 0.056 0.56
0.30 0.1 0.52
0.40 0.19 0.42
0.50 0.29 0.3
0.60 0.37 0.19
0.75 0.46 0
1 0.46 0
];
PC = [
0 3.8916
0.2 3.8916
0.316 0.5796
0.435 0.3724
0.562 0.2425
0.614 0.0608
0.702 0.0372
0.812 0.0137
0.875 0.0104
0.906 0.009
0.937 0.0075
0.969 0.0059
1 0
];
cs_Nc_fracture = cs_Nc;
kr_nosurf_fracture = kr_nosurf;
kr_surf_fracture = kr_surf;
PC_fracture = PC;
ifpcgl = 0; % 是否考虑毛管力
%% 启动压力梯度
p_grad_threshold = 0.00; % MPa/m
%% ================气相Langmuir等温吸附模型,当 VL=0,亦可用于油相===============
% VE = VL*P/(PL+P)
gas_prop.VL = 0.0; % Langmuir volume, m^3/kg
gas_prop.PL = 3.5; % Langmuir pressure, MPa
% Psc = 1;
% Zsc = 1;
% density_rock = 2000; %
% ===================== Knudsen 扩散系数,当 Kn=0,亦可用于油相 ====================
gas_prop.Kn = 0; % Knudsen数
c1 =1; c2 =8/9;
gas_prop.Kn_modified_factor = 1+8*c1*gas_prop.Kn+16*c2*gas_prop.Kn^2;
% ===================== 高速非达西流 Forchheimer 方程 ====================
gas_prop.beta_non_Darcy_flow = 0; % 1e-8
% =======================气相体积系数、粘度===============================
density_g_sc = 800;
% 第一种模式,直接输入参考压力、体积系数、压缩系数、粘度
gas_model =1;
if gas_model == 1
prg = 20; % reference pressure, MPa
Bgi = 1; % gas phase volume factor
cg = 5e-4 ;% gas phase compressibility, 1/MPa
vgi = 6; % gas viscosity, cp
cvg = 0;
[Ppr,BG,MUG] = cal_gas_prop(prg,Bgi,cg,vgi,cvg);
end
if gas_model == 2
Ppr = [ 0.1013
2.0946
4.0878
6.0811
8.0743
10.0676
12.0608
14.0540
16.0473
18.0405
20.0338
22.0270
24.0203
26.0135
28.0068
30.0000
];
% BG = 0.01*ones(size(Ppr,1),1);
BG = [ 1.18297
0.0557041
0.0278168
0.0182594
0.0134665
0.0106154
0.00874829
0.00744907
0.00650639
0.0058006
0.0052587
0.0048336
0.00449378
0.00421751
0.0039895
0.00379871
];
% MUG = 0.01*ones(size(Ppr,1),1);
MUG = [0.0127683
0.0130191
0.0133973
0.013872
0.014437
0.015088
0.0158182
0.0166173
0.0174719
0.0183671
0.0192882
0.0202219
0.0211575
0.0220865
0.0230024
0.0239008
];
end
% ========================水相体积系数、粘度===============================
density_w_sc = 1000;
prw = 20; % reference pressure
Bwi = 1.000; % water phase volume factor
cw = 4.0e-4 ;% water phase compressibility
vwi = 1; % viscosity
cvw = 0;
% =============================基质相渗===============================
% ifpcgl = 0; % 是否考虑毛管力
% RPGW=[
% 0.0000 0.0000 1.0000 3.8916
% 0.2000 0.0000 1.0000 3.8916
% 0.3160 0.0002 0.6784 0.5796
% 0.4350 0.0004 0.6215 0.3724
% 0.5620 0.0010 0.5456 0.2425
% 0.6140 0.0020 0.3939 0.0608
% 0.7020 0.0280 0.1399 0.0372
% 0.8120 0.1721 0.0515 0.0137
% 0.8750 0.3395 0.0297 0.0104
% 0.9060 0.4395 0.0226 0.0090
% 0.9370 0.5500 0.0173 0.0075
% 0.9690 0.6702 0.0131 0.0059
% 1.0 1.0000 0.0000 0.0000
% ];
% SW=RPGW(:,1);KRW=RPGW(:,2);KRG=RPGW(:,3);PCGL=RPGW(:,4);
%
% % =============================裂缝相渗===============================
% PRF=[
% 0.0000 0.0000 1.0000 3.8916
% 0.2000 0.0000 1.0000 3.8916
% 0.3160 0.0002 0.6784 0.5796
% 0.4350 0.0004 0.6215 0.3724
% 0.5620 0.0010 0.5456 0.2425
% 0.6140 0.0020 0.3939 0.0608
% 0.7020 0.0280 0.1399 0.0372
% 0.8120 0.1721 0.0515 0.0137
% 0.8750 0.3395 0.0297 0.0104
% 0.9060 0.4395 0.0226 0.0090
% 0.9370 0.5500 0.0173 0.0075
% 1.0 1.0000 0.0000 0.0000
% ];
% SWF = PRF(:,1);KRWF = PRF(:,2);KRGF = PRF(:,3);PCGLF=PRF(:,4);
%% 结合流体性质参数生成相应的数据体
% f = fluidPVT(Ppr, BG, MUG, Bwi, prw, cw, vwi, cvw, SW, KRG, KRW, PCGL, SWF, KRGF, KRWF, PCGLF, density_g_sc, ifpcgl, r.rpt, cs_data, csa_data, cb_data, cba_data, cs_Nc, kr_nosurf, kr_surf);
f = fluidPVT_new(Ppr, BG, MUG, Bwi, prw, cw, vwi, cvw, ifpcgl, r.rpt, cs_data, csa_data, cb_data, cba_data, cs_Nc, Nc_nosurf, Nc_surf, kr_nosurf, kr_surf, PC, cs_Nc_fracture, kr_nosurf_fracture, kr_surf_fracture, PC_fracture);
f.Dwsi = density_w_sc;
f.Dgsi = density_g_sc;
f.gas_prop = gas_prop;
f.Ds = Ds;
f.Db = Db;
f.chemistry_cof = chemistry_cof;
f.p_grad_threshold = p_grad_threshold;
%% 初值条件 Initial Condition Section
% =================压力、饱和度初值======================================= %
%压力初值要考虑重力,给出油藏下表面压力值
P = [20 * ones(r.nmc, 1); 20 * ones(r.nfc, 1)];
% plow=25; % P =plow-1e-6*800*9.8*r.z;
Sw = [0.2 * ones(r.nmc, 1); 0.2 * ones(r.nfc, 1)];
Cs = [0.0 * ones(r.nmc, 1); 0.0 * ones(r.nfc, 1)];% kg/m3
Cb = [50.0 * ones(r.nmc, 1); 50.0 * ones(r.nfc, 1)];% kg/m3
% 油藏地层水矿化度一般为 50 kg/m3,注入水、压裂液的矿化度一般为 1 kg/m3
number_state_variables = 4;
f.number_state_variables = number_state_variables;
state0 = initialRS(P, Sw, Cs, Cb);
end
@@ -0,0 +1,55 @@
function [] = plotWellResponse(Times,Wellpara)
% 输入
wellNumber = 1; % 井号
dataType = 'dPWF'; % 类型,产气速度 GPR,产气速度 OPR, 产水速度 WPR,井底流压 BHP,压力导数 dPWF
%
t = Times;
n= size(Times,1);
% para = cell2mat(Wellpara);
nw = wellNumber;%选井号
% n = length(para);
data = zeros(n,1);
if strcmp(dataType, 'GPR')
for i = 1 : n
data(i) = Wellpara{i}{1,nw}.qg;
figureYlegend = 'Gas production rate, m^3/d';
end
plot(t,data,'k^-');hold off; xlabel('Time, day');ylabel(figureYlegend);
end
if strcmp(dataType, 'OPR')
for i = 1 : n
data(i) = Wellpara{i}{1,nw}.qo;
figureYlegend = 'Oil production rate, m^3/d';
end
plot(t,data,'k^-');hold off; xlabel('Time, day');ylabel(figureYlegend);
end
if strcmp(dataType, 'WPR')
for i = 1 : n
data(i) = Wellpara{i}{1,nw}.qw;
figureYlegend = 'Water production rate, m^3/d';
end
plot(t,data,'k^-');hold off; xlabel('Time, day');ylabel(figureYlegend);
end
if strcmp(dataType, 'BHP')
for i = 1 : n
data(i) = Wellpara{i}{1,nw}.pwf;
figureYlegend = 'BHP, MPa';
end
plot(t,data,'k^-');hold off; xlabel('Time, day');ylabel(figureYlegend);
end
if strcmp(dataType, 'dPWF') % dpwf/dlnt = t*dpwf/dt
for i = 1 : n
if i == 1
data(i) = (Wellpara{i+1}{1,nw}.pwf-Wellpara{i}{1,nw}.pwf)/(log(t(i+1))-log(t(i)));
elseif i == n
data(i) = (Wellpara{i}{1,nw}.pwf-Wellpara{i-1}{1,nw}.pwf)/(log(t(i))-log(t(i-1)));
else
data(i) = (Wellpara{i+1}{1,nw}.pwf-Wellpara{i-1}{1,nw}.pwf)/(log(t(i+1))-log(t(i-1)));
end
figureYlegend = 'Pressure derivative, MPa';
end
plot(t,data,'k^-');hold off; xlabel('Time, day');ylabel(figureYlegend);
set(gca, 'XScale', 'log');
set(gca, 'YScale', 'log');
end
end
@@ -0,0 +1,51 @@
function plot_2D_layer(i, k, r, OutputRs, type)
coordinate=r.coordinates;
nodes=r.nodes;
nz=r.nz;
nx=r.nx;
ny=r.ny;
nmc = size(nodes,1);
% nel = size(nodes,2);
nel = 4;
if type == 1
% v = r.kx;
v = OutputRs{i}.p;
else
v = 1-OutputRs{i}.sw;%含气饱和度
end
dis = zeros(nel, nx*ny);
x = zeros(nel, nx*ny);
y = zeros(nel, nx*ny);
for i = 1 :nx*ny
for j = 1 :nel
grid_numbering = i+(nz-k)*nx*ny;
x(j, i) = coordinate(nodes(grid_numbering,j), 1);
y(j, i) = coordinate(nodes(grid_numbering,j), 2);
if j == 3
x(j, i) = coordinate(nodes(grid_numbering,4), 1);
y(j, i) = coordinate(nodes(grid_numbering,4), 2);
end
if j == 4
x(j, i) = coordinate(nodes(grid_numbering,3), 1);
y(j, i) = coordinate(nodes(grid_numbering,3), 2);
end
dis(j, i) = v(grid_numbering);
end
end
% fill(x,y,dis,'EdgeAlpha',1);
figure('color','w');
fill(x,y,dis,'EdgeColor','interp');
xlabel('x, m','FontSize',14);
ylabel('y, m','FontSize',14);
ax = gca;
ax.FontSize = 14;
axis equal;
axis tight
% xlim([0,60]);
% ylim([0,60]);
clim([10,20]);
colorbar
colormap jet
saveas(gcf, sprintf('第%d层压力分布.fig', k));
% fill(x,y,dis);
% axis off
@@ -0,0 +1,144 @@
function plot_3D_dis(i, r,OutputRs, type)
%为便于作图进行前处理
figure('color','w')
[ downgrid, frontgrid ,leftgrid, rightgrid, backgrid, upgrid ] = preplot_dis( r );
coordinate=r.coordinates;
nodes=r.nodes;
% nmc = size(nodes,1);%基质网格数量
% % nel = size(nodes,2);%每个基质网格所包含的点数量
% order=[1,2,4,3,1,5,6,8,7,3,4,8,6,2,1];%用以fill函数作图
% nel=size(order,2);
if type == 1
v = OutputRs{i}.p;
elseif type == 2
v = 1-OutputRs{i}.sw;%含油饱和度
elseif type == 3
v = OutputRs{i}.sg;%含油饱和度
else
v = OutputRs{i}.sw;%含油饱和度
end
% 底面
order=[1,2,4,3,1];
nel=size(order,2);
nmc=size(downgrid,2);
dis = zeros(nel, nmc);
x = zeros(nel, nmc);
y = zeros(nel, nmc);
z = zeros(nel, nmc);
for i = 1 : nmc
for j = 1 : nel
x(j, i) = coordinate(nodes(downgrid(i),order(j)), 1);
y(j, i) = coordinate(nodes(downgrid(i),order(j)), 2);
z(j, i) = coordinate(nodes(downgrid(i),order(j)), 3)-max(coordinate(:,3))-2000;
dis(j, i) = v(downgrid(i));
end
end
fill3(x,y,z,dis,'edgeColor','interp');
hold on
%左面
order=[1,5,7,3,1];
nel=size(order,2);
nmc=size(leftgrid,2);
dis = zeros(nel, nmc);
x = zeros(nel, nmc);
y = zeros(nel, nmc);
z = zeros(nel, nmc);
for i = 1 : nmc
for j = 1 : nel
x(j, i) = coordinate(nodes(leftgrid(i),order(j)), 1);
y(j, i) = coordinate(nodes(leftgrid(i),order(j)), 2);
z(j, i) = coordinate(nodes(leftgrid(i),order(j)), 3)-max(coordinate(:,3))-2000;
dis(j, i) = v(leftgrid(i));
end
end
fill3(x,y,z,dis,'edgeColor','interp');
%右面
order=[2,4,8,6,2];
nel=size(order,2);
nmc=size(rightgrid,2);
dis = zeros(nel, nmc);
x = zeros(nel, nmc);
y = zeros(nel, nmc);
z = zeros(nel, nmc);
for i = 1 : nmc
for j = 1 : nel
x(j, i) = coordinate(nodes(rightgrid(i),order(j)), 1);
y(j, i) = coordinate(nodes(rightgrid(i),order(j)), 2);
z(j, i) = coordinate(nodes(rightgrid(i),order(j)), 3)-max(coordinate(:,3))-2000;
dis(j, i) = v(rightgrid(i));
end
end
fill3(x,y,z,dis,'edgeColor','interp');
%前面
order=[1,2,6,5,1];
nel=size(order,2);
nmc=size(frontgrid,2);
dis = zeros(nel, nmc);
x = zeros(nel, nmc);
y = zeros(nel, nmc);
z = zeros(nel, nmc);
for i = 1 : nmc
for j = 1 : nel
x(j, i) = coordinate(nodes(frontgrid(i),order(j)), 1);
y(j, i) = coordinate(nodes(frontgrid(i),order(j)), 2);
z(j, i) = coordinate(nodes(frontgrid(i),order(j)), 3)-max(coordinate(:,3))-2000;
dis(j, i) = v(frontgrid(i));
end
end
fill3(x,y,z,dis,'edgeColor','interp');
%后面
order=[3,4,8,7,3];
nel=size(order,2);
nmc=size(backgrid,2);
dis = zeros(nel, nmc);
x = zeros(nel, nmc);
y = zeros(nel, nmc);
z = zeros(nel, nmc);
for i = 1 : nmc
for j = 1 : nel
x(j, i) = coordinate(nodes(backgrid(i),order(j)), 1);
y(j, i) = coordinate(nodes(backgrid(i),order(j)), 2);
z(j, i) = coordinate(nodes(backgrid(i),order(j)), 3)-max(coordinate(:,3))-2000;
dis(j, i) = v(backgrid(i));
end
end
fill3(x,y,z,dis,'edgeColor','interp');
%上面
order=[5,6,8,7,5];
nel=size(order,2);
nmc=size(upgrid,2);
dis = zeros(nel, nmc);
x = zeros(nel, nmc);
y = zeros(nel, nmc);
z = zeros(nel, nmc);
for i = 1 : nmc
for j = 1 : nel
x(j, i) = coordinate(nodes(upgrid(i),order(j)), 1);
y(j, i) = coordinate(nodes(upgrid(i),order(j)), 2);
z(j, i) = coordinate(nodes(upgrid(i),order(j)), 3)-max(coordinate(:,3))-2000;
dis(j, i) = v(upgrid(i));
end
end
fill3(x,y,z,dis,'edgeColor','interp');
set(gca,'FontName','Times New Roman','FontSize',10,'FontWeight','bold');
xlabel('x, m');
ylabel('y, m');
zlabel('z, m');
view(3);
% 绘制油藏框架
% plotframe( r );
alpha(1)
% caxis([0.2,0.8]);
caxis([10,13]);
% caxis([12,22]);
colormap jet
colorbar
% zlim([-2020,-2000]);
% axis equal
axis tight