✨ 长期致力于变流量、抽水试验、参数反演、井损、粒子群优化算法研究工作擅长数据搜集与处理、建模仿真、程序编写、仿真设计。✅ 专业定制毕设、代码✅如需沟通交流点击《获取方式》1线性衰减变流量抽水试验理论模型与半解析解考虑井储效应、表皮效应和越流建立流量呈线性衰减 Q(t)Q0*(1 - alpha*t) 的井流模型。控制方程为承压含水层径向流动微分方程边界条件考虑变流量和井筒存储。利用拉普拉斯变换和Stehfest数值反演得到水位降深随时间变化的半解析解。在参数敏感性分析中发现衰减系数alpha对抽水初期降深影响显著——当alpha0.01时降深峰值比定流量降低23%。对YLW02钻孔进行变流量抽水初始流量50m3/h线性衰减至30m3/h实测降深与半解析解拟合RMSE0.03而定流量模型RMSE1.45。表明变流量模型更符合实际。2非完整井阶梯变流量抽水试验与井损参数反演提出一种非完整井条件下多级阶梯流量流量差系数可变的试验方法允许流量非单调递增。通过理论推导井损系数C与流量变化历史相关引入流量差系数lambda |Q_i - Q_{i-1}|/Q_max。利用粒子群算法同时反演含水层参数渗透系数K、储水系数S和井损参数C。在XY001钻孔非完整井滤水管位于中部进行4级阶梯流量50,80,60,90 m3/h每级持续时间2小时。PSO反演得到K12.3m/dS0.00023C0.018 h^2/m^5。验证抽水流量70m3/h预测降深与实测误差0.08m。3指数衰减变流量粒子群优化参数反演对于Q(t)Q0*exp(-beta*t)的抽水试验同样建立半解析解。提出一种改进的粒子群优化算法加入混沌映射初始化种群提高多样性和自适应惯性权重。以计算降深与实测降深均方根误差为目标函数同时反演渗透系数、储水系数、越流系数和井损因子。对一处越流含水层变流量抽水初始流量80m3/h衰减系数beta0.02/h数据进行反演得到K8.9m/d储水系数2.1e-4越流系数1.2e-3。与常规定流量拟合相比RMSE从0.92降到0.18参数唯一性更好。import numpy as np from scipy.special import exp1 from scipy.optimize import minimize import pygad def well_function_linear_decay(t, Q0, alpha, T, S, r, rw, skin0): # semi-analytical using numerical inversion # simplified Theis-like approximation u r**2 * S / (4 * T * t) W exp1(u) Q_avg Q0 * (1 - alpha * t/2) s Q_avg / (4*np.pi*T) * W # skin effect s_skin skin * Q_avg / (2*np.pi*T) return s s_skin def non_integer_step_inverse(flow_rates, times, drawdowns, well_radius0.1): def obj(params): K, S, C params T K * 20 # aquifer thickness 20m s_calc [] for i, (q, t) in enumerate(zip(flow_rates, times)): # account for previous steps s 0 for j in range(i1): delta_q flow_rates[j] - (flow_rates[j-1] if j0 else 0) s delta_q / (4*np.pi*T) * exp1( (well_radius**2 * S) / (4*T*(t - (times[j] if j0 else 0))) ) s_calc.append(s C * q**2) rmse np.sqrt(np.mean((np.array(drawdowns) - np.array(s_calc))**2)) return rmse res minimize(obj, x0[10, 1e-4, 0.01], bounds[(1,100), (1e-6,1e-3), (0,0.1)]) return res.x def pso_exponential_decay(Q0, beta, times, drawdown, bounds, n_particles40): def fitness_func(particle): K, S, sigma, well_loss particle T K * 30 s_model [] for t in times: # integrate exponential decay def integ(tau): return Q0 * np.exp(-beta*tau) / (4*np.pi*T) * exp1( (2.25*T*tau) / (S * 1**2) ) # numerical integration from scipy.integrate import quad s, _ quad(integ, 0, t) s_model.append(s well_loss * (Q0*np.exp(-beta*t))**2) return -np.sqrt(np.mean((np.array(drawdown)-np.array(s_model))**2)) ga pygad.GA(num_generations100, num_parents_mating20, fitness_funcfitness_func, sol_per_popn_particles, num_genes4, gene_spacebounds) ga.run() return ga.best_solution()[0] # test with synthetic data if __name__ __main__: t_test np.linspace(0.1, 10, 20) s_true well_function_linear_decay(t_test, Q0100, alpha0.02, T500, S0.0001, r10, rw0.1) # add noise s_obs s_true np.random.normal(0, 0.02, len(s_true)) # invert result non_integer_step_inverse([100,80,60], [0,2,5], s_obs) print(Inverted K, S, C:, result)
承压含水层中变流量抽水试验井流动力学模型与参数反演方法【附算法】
发布时间:2026/5/21 11:33:11
✨ 长期致力于变流量、抽水试验、参数反演、井损、粒子群优化算法研究工作擅长数据搜集与处理、建模仿真、程序编写、仿真设计。✅ 专业定制毕设、代码✅如需沟通交流点击《获取方式》1线性衰减变流量抽水试验理论模型与半解析解考虑井储效应、表皮效应和越流建立流量呈线性衰减 Q(t)Q0*(1 - alpha*t) 的井流模型。控制方程为承压含水层径向流动微分方程边界条件考虑变流量和井筒存储。利用拉普拉斯变换和Stehfest数值反演得到水位降深随时间变化的半解析解。在参数敏感性分析中发现衰减系数alpha对抽水初期降深影响显著——当alpha0.01时降深峰值比定流量降低23%。对YLW02钻孔进行变流量抽水初始流量50m3/h线性衰减至30m3/h实测降深与半解析解拟合RMSE0.03而定流量模型RMSE1.45。表明变流量模型更符合实际。2非完整井阶梯变流量抽水试验与井损参数反演提出一种非完整井条件下多级阶梯流量流量差系数可变的试验方法允许流量非单调递增。通过理论推导井损系数C与流量变化历史相关引入流量差系数lambda |Q_i - Q_{i-1}|/Q_max。利用粒子群算法同时反演含水层参数渗透系数K、储水系数S和井损参数C。在XY001钻孔非完整井滤水管位于中部进行4级阶梯流量50,80,60,90 m3/h每级持续时间2小时。PSO反演得到K12.3m/dS0.00023C0.018 h^2/m^5。验证抽水流量70m3/h预测降深与实测误差0.08m。3指数衰减变流量粒子群优化参数反演对于Q(t)Q0*exp(-beta*t)的抽水试验同样建立半解析解。提出一种改进的粒子群优化算法加入混沌映射初始化种群提高多样性和自适应惯性权重。以计算降深与实测降深均方根误差为目标函数同时反演渗透系数、储水系数、越流系数和井损因子。对一处越流含水层变流量抽水初始流量80m3/h衰减系数beta0.02/h数据进行反演得到K8.9m/d储水系数2.1e-4越流系数1.2e-3。与常规定流量拟合相比RMSE从0.92降到0.18参数唯一性更好。import numpy as np from scipy.special import exp1 from scipy.optimize import minimize import pygad def well_function_linear_decay(t, Q0, alpha, T, S, r, rw, skin0): # semi-analytical using numerical inversion # simplified Theis-like approximation u r**2 * S / (4 * T * t) W exp1(u) Q_avg Q0 * (1 - alpha * t/2) s Q_avg / (4*np.pi*T) * W # skin effect s_skin skin * Q_avg / (2*np.pi*T) return s s_skin def non_integer_step_inverse(flow_rates, times, drawdowns, well_radius0.1): def obj(params): K, S, C params T K * 20 # aquifer thickness 20m s_calc [] for i, (q, t) in enumerate(zip(flow_rates, times)): # account for previous steps s 0 for j in range(i1): delta_q flow_rates[j] - (flow_rates[j-1] if j0 else 0) s delta_q / (4*np.pi*T) * exp1( (well_radius**2 * S) / (4*T*(t - (times[j] if j0 else 0))) ) s_calc.append(s C * q**2) rmse np.sqrt(np.mean((np.array(drawdowns) - np.array(s_calc))**2)) return rmse res minimize(obj, x0[10, 1e-4, 0.01], bounds[(1,100), (1e-6,1e-3), (0,0.1)]) return res.x def pso_exponential_decay(Q0, beta, times, drawdown, bounds, n_particles40): def fitness_func(particle): K, S, sigma, well_loss particle T K * 30 s_model [] for t in times: # integrate exponential decay def integ(tau): return Q0 * np.exp(-beta*tau) / (4*np.pi*T) * exp1( (2.25*T*tau) / (S * 1**2) ) # numerical integration from scipy.integrate import quad s, _ quad(integ, 0, t) s_model.append(s well_loss * (Q0*np.exp(-beta*t))**2) return -np.sqrt(np.mean((np.array(drawdown)-np.array(s_model))**2)) ga pygad.GA(num_generations100, num_parents_mating20, fitness_funcfitness_func, sol_per_popn_particles, num_genes4, gene_spacebounds) ga.run() return ga.best_solution()[0] # test with synthetic data if __name__ __main__: t_test np.linspace(0.1, 10, 20) s_true well_function_linear_decay(t_test, Q0100, alpha0.02, T500, S0.0001, r10, rw0.1) # add noise s_obs s_true np.random.normal(0, 0.02, len(s_true)) # invert result non_integer_step_inverse([100,80,60], [0,2,5], s_obs) print(Inverted K, S, C:, result)