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#include"pch.h"
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void Write2DVectorToCSV(const std::vector<std::vector<double>>& data, const std::string& filename) {
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std::ofstream file(filename.c_str()); // VS2010需使用.c_str()
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if (file.is_open()) {
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for (size_t row = 0; row < data.size(); ++row) {
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for (size_t col = 0; col < data[row].size(); ++col) {
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// 设置固定小数格式和精度
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file << std::fixed << std::setprecision(15) << data[row][col];
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// 非最后一列时添加逗号
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if (col != data[row].size() - 1) {
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file << ",";
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}
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}
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file << "\n"; // 换行符
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}
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file.close();
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}
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}
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void Write1DVectorToCSV(const std::vector<double>& data, const std::string& filename, int precision = 15) {
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std::ofstream file(filename.c_str());
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if (file.is_open()) {
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file << std::fixed << std::setprecision(precision);
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for (size_t i = 0; i < data.size(); ++i) {
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file << data[i] << "\n"; // 每个元素单独一行
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}
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file.close();
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}
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}
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int main()
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{
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HX_NWTM_GRID_INPUT p0;
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HX_NWTM_GRID_OUTPUT1 p1;
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HX_NWTM_GRID_OUTPUT2 p2;
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//不同井型算例
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int welltype;//1为一口直井，2为一口压裂直井，3为一口多段压裂水平井，4为五口井(含直井，压裂直井，多段压裂水平井，断层)，5为50口直井
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welltype = 1;
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//模型算例
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int flowtype;//1为油单相常数pvt（一口井），2为油单相常数pvt（五口井），3为油单相常数pvt（五十口井），4为油单相变化pvt（一口井），5为水单相常数pvt（一口井），6为水单相变化pvt（一口井），7为气单相变化pvt（一口井），8为气单相拟压力（一口井），9为油水两相（一口井）
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flowtype = 1;
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//非均质性
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int feijunzhi = 0;//0为不考虑储层非均质，1为考虑储层非均质
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//不同井型设置
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dVec1 a(3), b(4), c(5);
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if (welltype == 1) {
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//一口直井
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p0.Boundary.resize(4);
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b[0] = -1500.0; b[1] = -1500.0; b[2] = -1500.0; b[3] = 1500.0; p0.Boundary[0] = b;
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b[0] = -1500.0; b[1] = 1500.0; b[2] = 1500.0; b[3] = 1500.0; p0.Boundary[1] = b;
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b[0] = 1500.0; b[1] = 1500.0; b[2] = 1500.0; b[3] = -1500.0; p0.Boundary[2] = b;
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b[0] = 1500.0; b[1] = -1500.0; b[2] = -1500.0; b[3] = -1500.0; p0.Boundary[3] = b;
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p0.VerticalWell.resize(1);
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a[0] = 0; a[1] = 0; a[2] = 0.1; p0.VerticalWell[0] = a;
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p0.HorizontalWell.resize(0);
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p0.FractureVerticalWell.resize(0);
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p0.MultistageFracturedHorizontalWell.resize(0);
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p0.InclinedWell.resize(0);
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p0.Fault.resize(0);
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}
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else if (welltype == 2) {
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//一口压裂直井
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p0.Boundary.resize(4);
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b[0] = -1500.0; b[1] = -1500.0; b[2] = -1500.0; b[3] = 1500.0; p0.Boundary[0] = b;
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b[0] = -1500.0; b[1] = 1500.0; b[2] = 1500.0; b[3] = 1500.0; p0.Boundary[1] = b;
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b[0] = 1500.0; b[1] = 1500.0; b[2] = 1500.0; b[3] = -1500.0; p0.Boundary[2] = b;
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b[0] = 1500.0; b[1] = -1500.0; b[2] = -1500.0; b[3] = -1500.0; p0.Boundary[3] = b;
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p0.VerticalWell.resize(0);
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p0.HorizontalWell.resize(0);
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p0.FractureVerticalWell.resize(1);
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c[0] = -200; c[1] = 0; c[2] = 200; c[3] = 0; c[4] = 0.05; p0.FractureVerticalWell[0] = c;
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p0.MultistageFracturedHorizontalWell.resize(0);
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p0.InclinedWell.resize(0);
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p0.Fault.resize(0);
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}
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else if (welltype == 3) {
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//一口多段压裂水平井
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p0.Boundary.resize(4);
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b[0] = -1500.0; b[1] = -1500.0; b[2] = -1500.0; b[3] = 1500.0; p0.Boundary[0] = b;
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b[0] = -1500.0; b[1] = 1500.0; b[2] = 1500.0; b[3] = 1500.0; p0.Boundary[1] = b;
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b[0] = 1500.0; b[1] = 1500.0; b[2] = 1500.0; b[3] = -1500.0; p0.Boundary[2] = b;
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b[0] = 1500.0; b[1] = -1500.0; b[2] = -1500.0; b[3] = -1500.0; p0.Boundary[3] = b;
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p0.VerticalWell.resize(0);
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p0.HorizontalWell.resize(0);
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p0.FractureVerticalWell.resize(0);
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p0.MultistageFracturedHorizontalWell.resize(1);
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p0.MultistageFracturedHorizontalWell[0].resize(7, dVec1(5));
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c[0] = -600; c[1] = -200; c[2] = -600; c[3] = 200; c[4] = 0.05; p0.MultistageFracturedHorizontalWell[0][0] = c;
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c[0] = -400; c[1] = -200; c[2] = -400; c[3] = 200; c[4] = 0.05; p0.MultistageFracturedHorizontalWell[0][1] = c;
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c[0] = -200; c[1] = -200; c[2] = -200; c[3] = 200; c[4] = 0.05; p0.MultistageFracturedHorizontalWell[0][2] = c;
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c[0] = 0; c[1] = -200; c[2] =0; c[3] = 200; c[4] = 0.05; p0.MultistageFracturedHorizontalWell[0][3] = c;
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c[0] = 200; c[1] = -200; c[2] = 200; c[3] = 200; c[4] = 0.05; p0.MultistageFracturedHorizontalWell[0][4] = c;
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c[0] = 400; c[1] = -200; c[2] = 400; c[3] = 200; c[4] = 0.05; p0.MultistageFracturedHorizontalWell[0][5] = c;
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c[0] = 600; c[1] = -200; c[2] = 600; c[3] = 200; c[4] = 0.05; p0.MultistageFracturedHorizontalWell[0][6] = c;
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p0.InclinedWell.resize(0);
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p0.Fault.resize(0);
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}
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else if (welltype == 4) {
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//五口井(含直井，压裂直井，多段压裂水平井，断层)
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p0.Boundary.resize(4);
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b[0] = -1500.0; b[1] = -1500.0; b[2] = -1500.0; b[3] = 1500.0; p0.Boundary[0] = b;
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b[0] = -1500.0; b[1] = 1500.0; b[2] = 1500.0; b[3] = 1500.0; p0.Boundary[1] = b;
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b[0] = 1500.0; b[1] = 1500.0; b[2] = 1500.0; b[3] = -1500.0; p0.Boundary[2] = b;
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b[0] = 1500.0; b[1] = -1500.0; b[2] = -1500.0; b[3] = -1500.0; p0.Boundary[3] = b;
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p0.VerticalWell.resize(3);
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a[0] = 0; a[1] = 0; a[2] = 0.1; p0.VerticalWell[0] = a;
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a[0] = 1000; a[1] = 1000; a[2] = 0.1; p0.VerticalWell[1] = a;
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a[0] = -1000; a[1] = -1000; a[2] = 0.1; p0.VerticalWell[2] = a;
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p0.HorizontalWell.resize(0);
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p0.FractureVerticalWell.resize(1);
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c[0] = -200; c[1] = -200; c[2] = 200; c[3] = -200; c[4] = 0.05; p0.FractureVerticalWell[0] = c;
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p0.MultistageFracturedHorizontalWell.resize(1);
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p0.MultistageFracturedHorizontalWell[0].resize(3, dVec1(5));
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c[0] = -600; c[1] = 600; c[2] = -400; c[3] = 600; c[4] = 0.1; p0.MultistageFracturedHorizontalWell[0][0] = c;
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c[0] = -600; c[1] = 400; c[2] = -400; c[3] = 400; c[4] = 0.1; p0.MultistageFracturedHorizontalWell[0][1] = c;
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c[0] = -600; c[1] = 200; c[2] = -400; c[3] = 200; c[4] = 0.1; p0.MultistageFracturedHorizontalWell[0][2] = c;
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p0.InclinedWell.resize(0);
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p0.Fault.resize(1);
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c[0] = -500; c[1] = 1000; c[2] = 500; c[3] = 500; p0.Fault[0] = c;
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}
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else if (welltype == 5) {
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//50口直井
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p0.Boundary.resize(4);
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b[0] = -1000.0; b[1] = -1000.0; b[2] = -1000.0; b[3] = 1000.0; p0.Boundary[0] = b;
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b[0] = -1000.0; b[1] = 1000.0; b[2] = 1000.0; b[3] = 1000.0; p0.Boundary[1] = b;
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b[0] = 1000.0; b[1] = 1000.0; b[2] = 1000.0; b[3] = -1000.0; p0.Boundary[2] = b;
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b[0] = 1000.0; b[1] = -1000.0; b[2] = -1000.0; b[3] = -1000.0; p0.Boundary[3] = b;
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p0.VerticalWell.resize(50);
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a[0] = 766.32207856101854; a[1] = -408.4253100821785; a[2] = 0.108; p0.VerticalWell[0] = a;
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a[0] = -359.11086885711029; a[1] = -242.17185988435722; a[2] = 0.108; p0.VerticalWell[1] = a;
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a[0] = -396.28113134064483; a[1] = 618.18974488936828; a[2] = 0.108; p0.VerticalWell[2] = a;
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a[0] = -844.38929572547772; a[1] = 859.25724767620932; a[2] = 0.108; p0.VerticalWell[3] = a;
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a[0] = -631.69279373636357; a[1] = 620.26791301684102; a[2] = 0.108; p0.VerticalWell[4] = a;
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a[0] = -858.84439780240791; a[1] = 333.48071142559911; a[2] = 0.108; p0.VerticalWell[5] = a;
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a[0] = -844.38929572547772; a[1] = 609.87707237947734; a[2] = 0.108; p0.VerticalWell[6] = a;
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a[0] = -639.95285206603785; a[1] = 867.56992018610026; a[2] = 0.108; p0.VerticalWell[7] = a;
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a[0] = 764.25706397860017; a[1] = -190.2176566975379; a[2] = 0.108; p0.VerticalWell[8] = a;
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a[0] = -410.73623341757479; a[1] = 867.56992018610026; a[2] = 0.108; p0.VerticalWell[9] = a;
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a[0] = -121.63419187897284; a[1] = 98.647713021176514; a[2] = 0.108; p0.VerticalWell[10] = a;
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a[0] = -152.6094106152517; a[1] = 364.65323333769061; a[2] = 0.108; p0.VerticalWell[11] = a;
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a[0] = -152.6094106152517; a[1] = 620.26791301684102; a[2] = 0.108; p0.VerticalWell[12] = a;
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a[0] = -361.17588343952877; a[1] = 102.80404927612199; a[2] = 0.108; p0.VerticalWell[13] = a;
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a[0] = -844.38929572547772; a[1] = -231.78101924699342; a[2] = 0.108; p0.VerticalWell[14] = a;
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a[0] = -156.73943978008879; a[1] = 875.88259269599121; a[2] = 0.108; p0.VerticalWell[15] = a;
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a[0] = 138.55764550576896; a[1] = 890.42976958830059; a[2] = 0.108; p0.VerticalWell[16] = a;
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a[0] = 446.24481828613784; a[1] = -439.59783199426988; a[2] = 0.108; p0.VerticalWell[17] = a;
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a[0] = -846.45431030789632; a[1] = 61.240686726666581; a[2] = 0.108; p0.VerticalWell[18] = a;
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a[0] = -142.28433770315883; a[1] = -223.46834673710214; a[2] = 0.108; p0.VerticalWell[19] = a;
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a[0] = -375.63098551645885; a[1] = -472.84852203383423; a[2] = 0.108; p0.VerticalWell[20] = a;
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a[0] = -602.78258958250342; a[1] = 354.2623927003267; a[2] = 0.108; p0.VerticalWell[21] = a;
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a[0] = 431.78971620920788; a[1] = 624.42424927178672; a[2] = 0.108; p0.VerticalWell[22] = a;
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a[0] = -834.06422281338484; a[1] = -474.92669016130685; a[2] = 0.108; p0.VerticalWell[23] = a;
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a[0] = -836.12923739580344; a[1] = -747.16671486023938; a[2] = 0.108; p0.VerticalWell[24] = a;
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a[0] = 813.81741395664631; a[1] = -693.13434354594744; a[2] = 0.108; p0.VerticalWell[25] = a;
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a[0] = 458.63490578064966; a[1] = -718.07236107562062; a[2] = 0.108; p0.VerticalWell[26] = a;
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a[0] = 409.07455580260353; a[1] = 873.80442456851847; a[2] = 0.108; p0.VerticalWell[27] = a;
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a[0] = 124.10254342883854; a[1] = -454.14500888657915; a[2] = 0.108; p0.VerticalWell[28] = a;
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a[0] = 138.55764550576896; a[1] = 96.569544893703778; a[2] = 0.108; p0.VerticalWell[29] = a;
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a[0] = 101.38738302223419; a[1] = 611.95524050694985; a[2] = 0.108; p0.VerticalWell[30] = a;
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a[0] = -373.56597093404037; a[1] = 360.49689708274514; a[2] = 0.108; p0.VerticalWell[31] = a;
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a[0] = -604.8476041649219; a[1] = 79.944199873921661; a[2] = 0.108; p0.VerticalWell[32] = a;
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a[0] = -611.0426479121777; a[1] = -219.31201048215667; a[2] = 0.108; p0.VerticalWell[33] = a;
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a[0] = 448.30983286855667; a[1] = -202.68666546237455; a[2] = 0.108; p0.VerticalWell[34] = a;
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a[0] = 735.34685982474002; a[1] = 880.03892895093713; a[2] = 0.108; p0.VerticalWell[35] = a;
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a[0] = 107.58242676948976; a[1] = -724.30686545803894; a[2] = 0.108; p0.VerticalWell[36] = a;
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a[0] = 150.94773300028032; a[1] = -196.45216107995623; a[2] = 0.108; p0.VerticalWell[37] = a;
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a[0] = 762.19204939618135; a[1] = 113.19488991348589; a[2] = 0.108; p0.VerticalWell[38] = a;
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a[0] = -125.76422104381015; a[1] = -470.77035390636138; a[2] = 0.108; p0.VerticalWell[39] = a;
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a[0] = 452.43986203339387; a[1] = 366.73140146516357; a[2] = 0.108; p0.VerticalWell[40] = a;
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a[0] = -350.85081052743578; a[1] = -751.32305111518485; a[2] = 0.108; p0.VerticalWell[41] = a;
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a[0] = 122.03752884641995; a[1] = 354.2623927003267; a[2] = 0.108; p0.VerticalWell[42] = a;
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a[0] = -608.9776333297591; a[1] = -447.91050450416094; a[2] = 0.108; p0.VerticalWell[43] = a;
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a[0] = 407.0095412201847; a[1] = 113.19488991348589; a[2] = 0.108; p0.VerticalWell[44] = a;
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a[0] = 731.21683065990283; a[1] = 636.89325803662314; a[2] = 0.108; p0.VerticalWell[45] = a;
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a[0] = -121.63419187897284; a[1] = -724.30686545803894; a[2] = 0.108; p0.VerticalWell[46] = a;
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a[0] = 289.3037100223255; a[1] = -925.88917382289742; a[2] = 0.108; p0.VerticalWell[47] = a;
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a[0] = 737.41187440715862; a[1] = 366.73140146516357; a[2] = 0.108; p0.VerticalWell[48] = a;
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a[0] = -611.0426479121777; a[1] = -730.54136984045726; a[2] = 0.108; p0.VerticalWell[49] = a;
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p0.HorizontalWell.resize(0);
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p0.FractureVerticalWell.resize(0);
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p0.MultistageFracturedHorizontalWell.resize(0);
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p0.InclinedWell.resize(0);
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p0.Fault.resize(0);
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}
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p0.GridControl = 150.0;
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p0.D = 2;
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//网格计算
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HX_NWTM_GRID(p1, p2, p0, "HX_license.dat");
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HX_NWTM_MODEL_INPUT p3(p2);
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HX_NWTM_MODEL_OUTPUT p4;
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//模型设置
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if (flowtype == 1) {
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//油单相常数pvt（一口井）
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p3.T = 1;
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p3.Rate.t.resize(1);
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p3.Rate.qo.resize(1);
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p3.Rate.t[0].resize(2); p3.Rate.t[0][0] = 2000; p3.Rate.t[0][1] = 500;
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p3.Rate.qo[0].resize(2); p3.Rate.qo[0][0] = 10; p3.Rate.qo[0][1] = 0;
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p3.CS.C.resize(1);
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p3.CS.C[0] = 0.1;
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p3.CS.S.resize(1);
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p3.CS.S[0] = 0.1;
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p3.PVT.p = dVec1(200, 0); for (int i = 0; i < 200; ++i) { p3.PVT.p[i] = (i + 1.0); }
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p3.PVT.Bo = dVec1(200, 1.2);//所有数为一个值
|
|
|
p3.PVT.miuo = dVec1(200, 0.5);//所有数为一个值
|
|
|
p3.Base.Pi = 40.0;
|
|
|
p3.Base.Cti = 1e-3;
|
|
|
p3.Base.k = dVec1(p2.Trinodexy.size(), 0.001);
|
|
|
p3.Base.phi = dVec1(p2.Trinodexy.size(), 0.1);
|
|
|
p3.Base.h = dVec1(p2.Trinodexy.size(), 10);
|
|
|
p3.Base.d = 1.05;
|
|
|
p3.Base.dt_Min = 0.0025;
|
|
|
p3.Base.dt_Max = 12.5;
|
|
|
}
|
|
|
else if (flowtype == 2) {
|
|
|
//油单相常数pvt（五口井）
|
|
|
p3.T = 1;
|
|
|
p3.Rate.t.resize(5);
|
|
|
p3.Rate.qo.resize(5);
|
|
|
p3.Rate.qw.resize(5);
|
|
|
p3.Rate.qg.resize(5);
|
|
|
p3.Rate.t[0].resize(2); p3.Rate.t[0][0] = 2000; p3.Rate.t[0][1] = 500;
|
|
|
p3.Rate.qo[0].resize(2); p3.Rate.qo[0][0] = 10; p3.Rate.qo[0][1] = 0;
|
|
|
p3.Rate.t[1].resize(0);
|
|
|
p3.Rate.qo[1].resize(0);
|
|
|
p3.Rate.t[2].resize(3); p3.Rate.t[2][0] = 1000; p3.Rate.t[2][1] = 1000; p3.Rate.t[2][2] = 500;
|
|
|
p3.Rate.qo[2].resize(3); p3.Rate.qo[2][0] = 30; p3.Rate.qo[2][1] = 40; p3.Rate.qo[2][2] = 20;
|
|
|
p3.Rate.t[3].resize(2); p3.Rate.t[3][0] = 1500; p3.Rate.t[3][1] = 1000;
|
|
|
p3.Rate.qo[3].resize(2); p3.Rate.qo[3][0] = 30; p3.Rate.qo[3][1] = 20;
|
|
|
p3.Rate.t[4].resize(2); p3.Rate.t[4][0] = 1000; p3.Rate.t[4][1] = 1500;
|
|
|
p3.Rate.qo[4].resize(2); p3.Rate.qo[4][0] = -50; p3.Rate.qo[4][1] = -60;
|
|
|
p3.Pressure.t.resize(0);
|
|
|
p3.Pressure.p.resize(0);
|
|
|
p3.CS.C.resize(5);
|
|
|
p3.CS.C[0] = 0.1; p3.CS.C[1] = 0.1; p3.CS.C[2] = 0.1; p3.CS.C[3] = 0.1; p3.CS.C[4] = 0.1;
|
|
|
p3.CS.S.resize(5);
|
|
|
p3.CS.S[0] = 0.1; p3.CS.S[1] = 0.1; p3.CS.S[2] = 0.1; p3.CS.S[3] = 0.1; p3.CS.S[4] = 0.1;
|
|
|
p3.PVT.p = dVec1(200, 0); for (int i = 0; i < 200; ++i) { p3.PVT.p[i] = (i + 1.0); }
|
|
|
p3.PVT.Bo = dVec1(200, 1.2);//所有数为一个值
|
|
|
p3.PVT.miuo = dVec1(200, 0.5);//所有数为一个值
|
|
|
p3.Base.Pi = 40.0;
|
|
|
p3.Base.Cti = 1e-3;
|
|
|
p3.Base.k = dVec1(p2.Trinodexy.size(), 0.001);
|
|
|
p3.Base.phi = dVec1(p2.Trinodexy.size(), 0.1);
|
|
|
p3.Base.h = dVec1(p2.Trinodexy.size(), 10);
|
|
|
p3.Base.d = 1.05;
|
|
|
p3.Base.dt_Min = 0.0025;
|
|
|
p3.Base.dt_Max = 12.5;
|
|
|
}
|
|
|
else if (flowtype == 3) {
|
|
|
//油单相常数pvt（五十口井）
|
|
|
p3.T = 1;
|
|
|
dVec1 t;
|
|
|
t.push_back(12);
|
|
|
t.push_back(12);
|
|
|
t.push_back(12);
|
|
|
t.push_back(48);
|
|
|
t.push_back(72);
|
|
|
p3.Rate.t.assign(50, t);
|
|
|
dVec1 q;
|
|
|
q.push_back(158.98699999999999);
|
|
|
q.push_back(190.785);
|
|
|
q.push_back(222.58199999999999);
|
|
|
q.push_back(238.48099999999999);
|
|
|
q.push_back(0.0);
|
|
|
p3.Rate.qo.assign(50, q);
|
|
|
p3.CS.C = dVec1(50, 0.01);
|
|
|
p3.CS.S = dVec1(50, 0);
|
|
|
|
|
|
|
|
|
p3.PVT.p = dVec1(200, 0); for (int i = 0; i < 200; ++i) { p3.PVT.p[i] = (i + 1.0); }
|
|
|
p3.PVT.Bo = dVec1(200, 1.07);//所有数为一个值
|
|
|
p3.PVT.miuo = dVec1(200, 0.79);//所有数为一个值
|
|
|
p3.Base.Pi = 40;
|
|
|
p3.Base.Cti = 0.43e-3;
|
|
|
p3.Base.k = dVec1(p2.Trinodexy.size(), 0.025);
|
|
|
p3.Base.phi = dVec1(p2.Trinodexy.size(), 0.1);
|
|
|
p3.Base.h = dVec1(p2.Trinodexy.size(), 10);
|
|
|
p3.Base.d = 1.05;
|
|
|
p3.Base.dt_Min = 0.0025;
|
|
|
p3.Base.dt_Max = 12.5;
|
|
|
}
|
|
|
else if (flowtype == 4) {
|
|
|
//油单相变化pvt（一口井）
|
|
|
p3.T = 2;
|
|
|
p3.Rate.t.resize(1);
|
|
|
p3.Rate.qo.resize(1);
|
|
|
p3.Rate.t[0].resize(2); p3.Rate.t[0][0] = 2000; p3.Rate.t[0][1] = 500;
|
|
|
p3.Rate.qo[0].resize(2); p3.Rate.qo[0][0] = 10; p3.Rate.qo[0][1] = 0;
|
|
|
p3.CS.C.resize(1);
|
|
|
p3.CS.C[0] = 0.1;
|
|
|
p3.CS.S.resize(1);
|
|
|
p3.CS.S[0] = 0.1;
|
|
|
p3.PVT.p = dVec1(200, 0); for (int i = 0; i < 200; ++i) { p3.PVT.p[i] = (i + 1.0); }
|
|
|
p3.PVT.Bo = dVec1(200, 1.2);//数值随压力变化
|
|
|
p3.PVT.miuo = dVec1(200, 0.5);//数值随压力变化
|
|
|
p3.PVT.Co = dVec1(200, 0.001);//数值随压力变化
|
|
|
p3.Base.Pi = 40.0;
|
|
|
p3.Base.Cf = 1e-3;
|
|
|
p3.Base.k = dVec1(p2.Trinodexy.size(), 0.001);
|
|
|
p3.Base.phi = dVec1(p2.Trinodexy.size(), 0.1);
|
|
|
p3.Base.h = dVec1(p2.Trinodexy.size(), 10);
|
|
|
p3.Base.d = 1.05;
|
|
|
p3.Base.dt_Min = 0.0025;
|
|
|
p3.Base.dt_Max = 12.5;
|
|
|
}
|
|
|
else if (flowtype == 5) {
|
|
|
//水单相常数pvt（一口井）
|
|
|
p3.T = 3;
|
|
|
p3.Rate.t.resize(1);
|
|
|
p3.Rate.qw.resize(1);
|
|
|
p3.Rate.t[0].resize(2); p3.Rate.t[0][0] = 2000; p3.Rate.t[0][1] = 500;
|
|
|
p3.Rate.qw[0].resize(2); p3.Rate.qw[0][0] = -10; p3.Rate.qw[0][1] = 0;
|
|
|
p3.CS.C.resize(1);
|
|
|
p3.CS.C[0] = 0.1;
|
|
|
p3.CS.S.resize(1);
|
|
|
p3.CS.S[0] = 0.1;
|
|
|
p3.PVT.p = dVec1(200, 0); for (int i = 0; i < 200; ++i) { p3.PVT.p[i] = (i + 1.0); }
|
|
|
p3.PVT.Bw = dVec1(200, 1.05);//所有数为一个值
|
|
|
p3.PVT.miuw = dVec1(200, 0.8);//所有数为一个值
|
|
|
p3.Base.Pi = 40.0;
|
|
|
p3.Base.Cti = 1e-3;
|
|
|
p3.Base.k = dVec1(p2.Trinodexy.size(), 0.001);
|
|
|
p3.Base.phi = dVec1(p2.Trinodexy.size(), 0.1);
|
|
|
p3.Base.h = dVec1(p2.Trinodexy.size(), 10);
|
|
|
p3.Base.d = 1.05;
|
|
|
p3.Base.dt_Min = 0.0025;
|
|
|
p3.Base.dt_Max = 12.5;
|
|
|
}
|
|
|
else if (flowtype == 6) {
|
|
|
//水单相变化pvt（一口井）
|
|
|
p3.T = 4;
|
|
|
p3.Rate.t.resize(1);
|
|
|
p3.Rate.qw.resize(1);
|
|
|
p3.Rate.t[0].resize(2); p3.Rate.t[0][0] = 2000; p3.Rate.t[0][1] = 500;
|
|
|
p3.Rate.qw[0].resize(2); p3.Rate.qw[0][0] = -10; p3.Rate.qw[0][1] = 0;
|
|
|
p3.CS.C.resize(1);
|
|
|
p3.CS.C[0] = 0.1;
|
|
|
p3.CS.S.resize(1);
|
|
|
p3.CS.S[0] = 0.1;
|
|
|
p3.PVT.p = dVec1(200, 0); for (int i = 0; i < 200; ++i) { p3.PVT.p[i] = (i + 1.0); }
|
|
|
p3.PVT.Bw = dVec1(200, 1.05);//数值随压力变化
|
|
|
p3.PVT.miuw = dVec1(200, 0.8);//数值随压力变化
|
|
|
p3.PVT.Cw = dVec1(200, 0.0001);//数值随压力变化
|
|
|
p3.Base.Pi = 40.0;
|
|
|
p3.Base.Cf = 1e-3;
|
|
|
p3.Base.k = dVec1(p2.Trinodexy.size(), 0.001);
|
|
|
p3.Base.phi = dVec1(p2.Trinodexy.size(), 0.1);
|
|
|
p3.Base.h = dVec1(p2.Trinodexy.size(), 10);
|
|
|
p3.Base.d = 1.05;
|
|
|
p3.Base.dt_Min = 0.0025;
|
|
|
p3.Base.dt_Max = 12.5;
|
|
|
}
|
|
|
else if (flowtype == 7) {
|
|
|
//气单相变化pvt（一口井）
|
|
|
p3.T = 5;
|
|
|
p3.Rate.t.resize(1);
|
|
|
p3.Rate.qg.resize(1);
|
|
|
p3.Rate.t[0].resize(2); p3.Rate.t[0][0] = 2000; p3.Rate.t[0][1] = 500;
|
|
|
p3.Rate.qg[0].resize(2); p3.Rate.qg[0][0] = 50000; p3.Rate.qg[0][1] = 0;
|
|
|
p3.CS.C.resize(1);
|
|
|
p3.CS.C[0] = 0.1;
|
|
|
p3.CS.S.resize(1);
|
|
|
p3.CS.S[0] = 0.1;
|
|
|
p3.PVT.p = dVec1(200, 0); for (int i = 0; i < 200; ++i) { p3.PVT.p[i] = (i + 1.0); }
|
|
|
p3.PVT.Bg = dVec1(200, 5e-3);//数值随压力变化
|
|
|
p3.PVT.miug = dVec1(200, 2e-2);//数值随压力变化
|
|
|
p3.PVT.Cg = dVec1(200, 2e-2);//数值随压力变化
|
|
|
p3.Base.Pi = 40.0;
|
|
|
p3.Base.Cf = 1e-3;
|
|
|
p3.Base.k = dVec1(p2.Trinodexy.size(), 0.001);
|
|
|
p3.Base.phi = dVec1(p2.Trinodexy.size(), 0.1);
|
|
|
p3.Base.h = dVec1(p2.Trinodexy.size(), 10);
|
|
|
p3.Base.d = 1.05;
|
|
|
p3.Base.dt_Min = 0.0025;
|
|
|
p3.Base.dt_Max = 12.5;
|
|
|
}
|
|
|
else if (flowtype == 8) {
|
|
|
//气单相拟压力（一口井）
|
|
|
p3.T = 6;
|
|
|
p3.Rate.t.resize(1);
|
|
|
p3.Rate.qg.resize(1);
|
|
|
p3.Rate.t[0].resize(2); p3.Rate.t[0][0] = 2000; p3.Rate.t[0][1] = 500;
|
|
|
p3.Rate.qg[0].resize(2); p3.Rate.qg[0][0] = 50000; p3.Rate.qg[0][1] = 0;
|
|
|
p3.CS.C.resize(1);
|
|
|
p3.CS.C[0] = 0.1;
|
|
|
p3.CS.S.resize(1);
|
|
|
p3.CS.S[0] = 0.1;
|
|
|
p3.PVT.p = dVec1(200, 0); for (int i = 0; i < 200; ++i) { p3.PVT.p[i] = (i + 1.0); }
|
|
|
p3.PVT.Bg = dVec1(200, 5e-3);//数值随压力变化
|
|
|
p3.PVT.miug = dVec1(200, 2e-2);//数值随压力变化
|
|
|
p3.PVT.Cg = dVec1(200, 2e-2);//数值随压力变化
|
|
|
p3.Base.Pi = 40.0;
|
|
|
p3.Base.Cf = 1e-3;
|
|
|
p3.Base.k = dVec1(p2.Trinodexy.size(), 0.001);
|
|
|
p3.Base.phi = dVec1(p2.Trinodexy.size(), 0.1);
|
|
|
p3.Base.h = dVec1(p2.Trinodexy.size(), 10);
|
|
|
p3.Base.d = 1.05;
|
|
|
p3.Base.dt_Min = 0.0025;
|
|
|
p3.Base.dt_Max = 12.5;
|
|
|
}
|
|
|
else if (flowtype == 9) {
|
|
|
//油水两相（一口井）
|
|
|
p3.T = 8;
|
|
|
p3.Rate.t.resize(1);
|
|
|
p3.Rate.qg.resize(1);
|
|
|
p3.Rate.t[0].resize(2); p3.Rate.t[0][0] = 2000; p3.Rate.t[0][1] = 500;
|
|
|
//定产油量
|
|
|
p3.Rate.qo[0].resize(2); p3.Rate.qo[0][0] = 10; p3.Rate.qo[0][1] = 0;
|
|
|
p3.Rate.qw[0].resize(2); p3.Rate.qw[0][0] = 0; p3.Rate.qw[0][1] = 0;
|
|
|
////定产液量
|
|
|
//p3.Rate.qo[0].resize(2); p3.Rate.qo[0][0] = 10; p3.Rate.qo[0][1] = 0;
|
|
|
//p3.Rate.qw[0].resize(2); p3.Rate.qw[0][0] = 10; p3.Rate.qw[0][1] = 0;
|
|
|
////定注水量
|
|
|
//p3.Rate.qo[0].resize(2); p3.Rate.qo[0][0] = 0; p3.Rate.qo[0][1] = 0;
|
|
|
//p3.Rate.qw[0].resize(2); p3.Rate.qw[0][0] = -10; p3.Rate.qw[0][1] = 0;
|
|
|
|
|
|
p3.CS.C.resize(1);
|
|
|
p3.CS.C[0] = 0.1;
|
|
|
p3.CS.S.resize(1);
|
|
|
p3.CS.S[0] = 0.1;
|
|
|
p3.PVT.p = dVec1(200, 0); for (int i = 0; i < 200; ++i) { p3.PVT.p[i] = (i + 1.0); }
|
|
|
p3.PVT.Bo = dVec1(200, 1.2);//数值随压力变化
|
|
|
p3.PVT.miuo = dVec1(200, 0.5);//数值随压力变化
|
|
|
p3.PVT.Bw = dVec1(200, 1.05);//数值随压力变化
|
|
|
p3.PVT.miuw = dVec1(200, 0.8);//数值随压力变化
|
|
|
p3.PVT.So = dVec1(81, 0); for (int i = 0; i < 81; ++i) { p3.PVT.So[i] = (0.1 + i * 0.01); }
|
|
|
p3.PVT.Kro = dVec1(81, 0); for (int i = 0; i < 81; ++i) { p3.PVT.Kro[i] = (i*0.0125); }
|
|
|
p3.PVT.Krw = dVec1(81, 0); for (int i = 0; i < 81; ++i) { p3.PVT.Krw[i] = (1 - i * 0.0125); }
|
|
|
p3.Base.Pi = 40.0;
|
|
|
p3.Base.Cf = 1e-3;
|
|
|
p3.Base.Swi = 0.2;
|
|
|
p3.Base.k = dVec1(p2.Trinodexy.size(), 0.001);
|
|
|
p3.Base.phi = dVec1(p2.Trinodexy.size(), 0.1);
|
|
|
p3.Base.h = dVec1(p2.Trinodexy.size(), 10);
|
|
|
p3.Base.d = 1.05;
|
|
|
p3.Base.dt_Min = 0.0025;
|
|
|
p3.Base.dt_Max = 12.5;
|
|
|
}
|
|
|
|
|
|
//非均质性设置
|
|
|
if (feijunzhi == 1) {
|
|
|
dVec2 k;
|
|
|
a[0] = -1000; a[1] = -800; a[2] = 0.001; k.push_back(a);
|
|
|
a[0] = -800; a[1] = 1000; a[2] = 0.01; k.push_back(a);
|
|
|
a[0] = 0; a[1] = 100; a[2] = 0.005; k.push_back(a);
|
|
|
a[0] = 500; a[1] = -1000; a[2] = 0.008; k.push_back(a);
|
|
|
a[0] = 1000; a[1] = 800; a[2] = 0.02; k.push_back(a);
|
|
|
HX_KRING_INPUT k0(0.01, 100, 1000, 0, p2.Trinodexy, k);
|
|
|
HX_KRING_OUTPUT k1;
|
|
|
HX_NWTM_KRINGING(k1, k0, "HX_license.dat");
|
|
|
p3.Base.k = k1.v;
|
|
|
|
|
|
dVec2 phi;
|
|
|
a[0] = -600; a[1] = 0; a[2] = 0.1; phi.push_back(a);
|
|
|
a[0] = 0; a[1] = 100; a[2] = 0.2; phi.push_back(a);
|
|
|
a[0] = 1000; a[1] = -200; a[2] = 0.05; phi.push_back(a);
|
|
|
HX_KRING_INPUT phi0(0.01, 100, 1000, 0, p2.Trinodexy, phi);
|
|
|
HX_KRING_OUTPUT phi1;
|
|
|
HX_NWTM_KRINGING(phi1, phi0, "HX_license.dat");
|
|
|
p3.Base.phi = phi1.v;
|
|
|
|
|
|
dVec2 h;
|
|
|
a[0] = -1000; a[1] = 100; a[2] = 10; h.push_back(a);
|
|
|
a[0] = 0; a[1] = 0; a[2] = 5; h.push_back(a);
|
|
|
a[0] = 1000; a[1] = 300; a[2] = 12; h.push_back(a);
|
|
|
HX_KRING_INPUT h0(0.01, 100, 1000, 0, p2.Trinodexy, h);
|
|
|
HX_KRING_OUTPUT h1;
|
|
|
HX_NWTM_KRINGING(h1, h0, "HX_license.dat");
|
|
|
p3.Base.h = h1.v;
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|
|
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/* std::ofstream file("k_phi_h.csv");
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file << std::fixed << std::setprecision(15);
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for (int i = 0; i < p2.Trinodexy.size(); ++i)
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{
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file << p2.Trinodexy[i][0] << "," << p2.Trinodexy[i][1] << "," << p3.Base.k[i] << "," << p3.Base.phi[i] << "," << p3.Base.h[i] <<"\n";
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}
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file.close();*/
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}
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|
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//模型计算
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|
HX_NWTM_MODEL(p4, p3, "HX_license.dat");
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|
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//数据导出
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|
Write1DVectorToCSV(p4.t, "t.csv");
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Write2DVectorToCSV(p4.pw, "pw.csv");
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Write2DVectorToCSV(p4.p, "C2.csv");
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|
if (p3.T == 8) {
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Write2DVectorToCSV(p4.So, "So.csv");
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}
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return 0;
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} |