College of Mathematics and Physics, Chengdu University of Technology, Chengdu, 610059, China.
College of Mathematics and Physics, Chengdu University of Technology, Chengdu, 610059, China.
Environ Res. 2023 Dec 1;238(Pt 1):117143. doi: 10.1016/j.envres.2023.117143. Epub 2023 Sep 15.
Effective prediction of water demand is a prerequisite for decision makers to achieve reliable management of water supply. Currently, the research on water demand prediction focuses on point prediction method. In this study, we constructed a GA-BP-KDE hybrid interval water demand prediction model by combining non-parametric estimation and point prediction. Multiple metaheuristic algorithms were used to optimize the Back-Propagation Neural Network (BP) and Kernel Extreme Learning Machine (KELM) network structures. The performance of the water demand point prediction models was compared by the Root Mean Squared Error (RMSE), Mean Absolute Percentage Error (MAPE), Kling-Gupta Efficiency (KGE), computation time, and fitness convergence curves. The kernel density estimation method (KDE) and the normal distribution method were used to fit the distribution of errors. The probability density function with the best fitting degree was selected based on the index G. The shortest confidence interval under 95% confidence was calculated according to the asymmetry of the error distribution. We predicted the impact indicator values for 2025 using the exponential smoothing method, and obtained water demand prediction intervals for various water use sectors. The results showed that the GA-BP model was the optimal model as it exhibited the highest computational efficiency, algorithmic stability, and prediction accuracy. The three prediction intervals estimated after adjusting the KDE bandwidth parameter covered most of the sample points in the test set. The prediction intervals of the four water use sectors were evaluated as F values of 1.6845, 1.3294, 1.6237, and 1.3600, which indicates high accuracy and quality of the prediction intervals. The mixed water demand interval prediction based on GA-BP-KDE reduces the uncertainty of the point prediction results and can provide a basis for water resource management by decision makers.
有效预测需水量是决策者实现可靠供水管理的前提。目前,需水量预测的研究侧重于点预测方法。本研究通过结合非参数估计和点预测,构建了一种 GA-BP-KDE 混合区间需水预测模型。采用多种元启发式算法优化了反向传播神经网络(BP)和核极端学习机(KELM)网络结构。通过均方根误差(RMSE)、平均绝对百分比误差(MAPE)、Kling-Gupta 效率(KGE)、计算时间和适应度收敛曲线比较了需水量点预测模型的性能。采用核密度估计法(KDE)和正态分布法拟合误差分布。根据指标 G 选择拟合程度最佳的概率密度函数。根据误差分布的不对称性,计算 95%置信度下最短的置信区间。采用指数平滑法预测 2025 年的影响指标值,得到各用水部门的需水预测区间。结果表明,GA-BP 模型是最优模型,因为它具有最高的计算效率、算法稳定性和预测精度。调整 KDE 带宽参数后估计的三个预测区间涵盖了测试集中的大部分样本点。四个用水部门的预测区间的 F 值分别为 1.6845、1.3294、1.6237 和 1.3600,表明预测区间具有较高的准确性和质量。基于 GA-BP-KDE 的混合需水区间预测降低了点预测结果的不确定性,可以为决策者提供水资源管理的依据。