A general framework for solving nonlinear least squares problems without the employment of derivatives is proposed in the present paper together with a new general global convergence theory. With the aim to cope with the case in which the number of variables is big (for the standards of derivative-free optimization), two dimension-reduction procedures are introduced. One of them is based on iterative subspace minimization and the other one is based on spline interpolation with variable nodes. Each iteration based on those procedures is followed by an acceleration step inspired in the Sequential Secant Method. The practical motivation for this work is the estimation of parameters in Hydraulic models applied to dam breaking problems. Numerical examples of the application of the new method to those problems are given.
翻译:本文件提出了在不使用衍生物的情况下解决非线性最低平方问题的一般框架,同时提出了新的全球统一理论,目的是处理变数数量庞大的情况(就无衍生物优化标准而言),引入了两个减少维度程序,其中一个是基于迭代子空间最小化,另一个是基于以变量节点为主的螺旋内插。根据这些程序进行的每一次迭代后,都会有一个由序列式静水法启发的加速步骤。这项工作的实际动机是估计适用于水坝破碎问题的水力模型参数。提供了在这些问题上应用新方法的数字实例。