首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到20条相似文献,搜索用时 93 毫秒
1.
针对城市暴雨强度公式参数识别时,传统求解方法(如牛顿迭代法、高斯-牛顿法等)存在间接拟合,而优化算法(如实数编码加速遗传算法、蚁群算法等)存在随机性,盲目地在一个区间内寻优拟合精度不高等问题,本文将两种方法结合,提出一种改进的实数编码加速遗传算法(RAGA),为暴雨强度公式参数识别提供一种新途径。该方法将传统求解方法所求的可行解作为改进遗传算法的初始参数,通过在每次代际寻优时设置各参数廊道约束来改进RAGA以提高算法搜索效率,直至公式拟合精度无法提高为止。将该方法应用于国内多地暴雨强度公式参数识别中以评估算法的有效性,结果表明此方法实用可行、搜索效率较高,可以快速收敛到最优解。实例表明该方法在暴雨强度公式参数识别中是实用有效的。  相似文献   

2.
Van Genuchten方程参数的求解属于复杂的非线性拟合问题,传统方法解决此类问题存在着诸多弊端.本文试图找到一种精确求解方程参数的有效方法,枚举法由于列出所有可能的组合,不存在陷入局部最优值,因此被本文采用求解方程参数.首先,通过实验对比,确定目标函数指数k的取值;然后,讨论有效数字位数对方程参数及拟合精度的影响,确定方程参数的有效数字位数;最后,将枚举法与其它方法通过实验进行比较.结果表明:在目标函数、有效数字位数等相同条件下,枚举法具有最高的拟合精度,是一种精确求解Van Genuchten方程参数的有效方法.  相似文献   

3.
经典的给水管道造价公式是带常数项的幂函数,单纯采用传统的最小二乘法难以求解其三个参数。一般的遗传算法把造价公式三个参数同时优化,但由于各参数的取值范围无法确定,因而也难以求解。以造价公式的均方差为目标函数,利用遗传算法的全局搜索优势,结合最小二乘法,可快速求解造价公式参数。算例表明:该法既可以避免传统方法使用多阶导数带来的麻烦,又可大大提高拟合精度。  相似文献   

4.
史超  位敏 《人民长江》2009,40(22):79-81
在传统Bayes反分析方法的基础上,研究了基于多源信息融合的岩土工程参数识别方法。对反分析目标函数中的协方差矩阵进行了合理简化,将其分解为不同来源信息的均方差和误差结构矩阵,从而实现对目标函数的简化。并引入匹配系数μi以反映各测值随机性的相对大小,将μi视为未知量与待反演的参数一起分步寻优求解,达到自适应的参数识别。通过一个算例证明了该方法的可行性和有效性,为解决复杂岩土工程参数识别问题提供了一种新的思路。  相似文献   

5.
针对水轮机调节系统常规PID控制参数不能根据系统的动态过程自动调整控制参数的问题,结合遗传算法与模糊PID控制,用遗传算法优化模糊自适应PID控制的模糊规则,利用模糊推理的方法求解PID参数的变化量,对PID参数进行自动整定。同时针对遗传算法寻优生成的模糊规则存在跳变和规则曲面粗糙等缺陷,在目标函数中引入光滑因子,有效解决了模糊规则跳变现象。仿真表明,该方法是寻找水轮机调节系统模糊自适应PID控制规则的一种可行方法。  相似文献   

6.
陈辰  吴震宇 《人民长江》2013,44(17):80-82
针对大体积混凝土热力学参数反分析计算效率低的问题,提出了响应面遗传算法。该方法采用正交试验设计的拉丁方方法进行热力学参数组合,采用含交叉项的二次多项式作为温度响应面函数,根据有限元计算的不同参数组合的结构温度响应值,通过回归分析确定响应面函数的待定系数,利用响应面函数和实测温度建立参数反分析目标函数,最后应用遗传算法搜索最优参数组合。算例表明,采用响应面遗传算法反演的参数,计算温度与实测温度总体吻合较好;响应面遗传算法与单一采用遗传算法的计算结果比较接近,但计算量减少一半。  相似文献   

7.
暴雨强度公式参数的优化求解本质是一个高维非线性优化问题,目前常采用的优化求解方法是在以误差平方和为目标函数的基础上通过智能算法优化求解参数。为研究这类方法的合理性,通过随机抽样、参数空间网格化方法分析了常用暴雨强度公式参数求解方法的局限性,评价了常用智能算法的参数优化能力,进而提出了基于系统微分响应的暴雨强度公式参数优化方法。结果表明:以均方误差作为目标函数对非线性函数求解参数会增加额外参数解;在没有有效确定参数范围的情况下,随机抽样很难获得满足精度要求的参数样本,在有效确定参数范围后,目标函数的响应面上仍会存在无穷多个局部最优值,且很多局部最优的目标函数与全局最优近乎相同;以粒子群算法、SCE-UA算法为代表的随机搜索优化算法会因为参数初始取值范围过大、目标函数响应面局部最优参数解数量过多等问题而难以获得参数真值;提出的基于系统微分响应的暴雨强度公式参数优化方法能够快速寻找到参数真值,不仅效率高且能够避免陷入局部最优。  相似文献   

8.
文章针对传统秩亏自由网平差求解中的不足。通过把该问题的求解转化为等价的无约束多维优化模型,并给出用遗传算法解决此问题的目标函数、遗传算子设计以及实现步骤,最后用实例验证了该遗传算法的有效性。  相似文献   

9.
基于模拟退火遗传算法的自压树状管网优化   总被引:9,自引:3,他引:6  
将遗传算法全局优化和模拟退火的良好局部搜索能力有机结合,构造出一种退火遗传算法用于自压树状管网的优化设计方法。假定管网中每一管段最多只能由两种管径的管道组成,建立了以管网造价为目标函数,以管长、标准管径为决策变量的自压树状管网优化数学模型。采用基于不可行度的退火算法处理约束条件,应用遗传算法进行优化计算。仿真实例结果表明,该模型与算法在求解自压树状管网优化问题上,具有良好的优化性能和求解效率。  相似文献   

10.
在充分分析地下水管理模型流程结构的基础上,通过耦合地下水流数值模型MODFLOW和遗传算法(GA),提出一种自适应罚函数遗传算法用于求解地下水管理模型。将MODFLOW嵌入到GA中,数值模型模拟结果返回到优化算法中作为约束条件,优化过程通过GA求解。通过实例验证,结果表明:该算法可以自主进行罚因子值的选取,克服了一般遗传算法中罚因子值选取的困难;能够确保获得可行域上的全局最优解;与传统的遗传优化算法相比,该算法求解精度更高。  相似文献   

11.
基于整数编码遗传算法的树状灌溉管网优化设计方法   总被引:7,自引:2,他引:5  
针对树状管网布置中较多依赖设计人员经验的特点,提出了一种基于整数编码遗传算法的树状管网两级优化方法.第一级优化是根据树状管网单点供水的原则,建立了融合工程设计经验的树状管网优化布置整数编码遗传算法模型,克服了传统二进制编码方法易产生不可行解的问题,可快速寻找出一组符合工程实际情况的管网布置方案.第二级优化在确定管网布置方案组的基础上采用整数编码的遗传算法,以投资最小为目标,建立了管径优化模型与算法.编制了灌溉管网两级优化设计Matlab程序,进行了工程实例验证.与单亲遗传算法(SPGA)和管网布置经验设计方法进行了比较,表明本文提出的基于整数编码的管网优化设计方法可方便地将设计经验融合到优化计算过程中.能降低管网优化设汁的复杂性和求解难度,快速有效求解符合工程实际的管网优化方案.  相似文献   

12.
For transient analysis of a pipe network, the unsteady flow governing equations should be solved to obtain the extreme pressure heads in the system, which may be faced with several uncertainties. To evaluate that to what extent the input uncertainties can affect the system responses, a simulation model based on the fuzzy sets theory is introduced. For this purpose, triangular fuzzy numbers are used to represent the input uncertainties. Then, to obtain the extreme pressure heads in each location of the network and at each level of uncertainty, four independent optimization problems are solved. In these problems, the nodal maximum and minimum pressure heads are the objective functions and the simulation parameters are the decision variables. Accordingly, for fuzzy analysis of a pipe network, a complicated many-objective optimization problem arises. To solve the problem efficiently a many-objective genetic algorithm is coupled to the transient simulation model. To speed up the analysis, a transient simulation model in the frequency domain is used. The proposed model is applied to a pipe network and the results are discussed. The model is found computationally fast and promising for real applications.  相似文献   

13.
提出一种基于连续蚁群算法和小波支持向量机的位移反分析模型。一方面利用具有良好时域、频域分辨能力和非线性学习功能的小波支持向量机建立反演参数和位移之间的非线性关系,避免了大量的数值计算,提高了预测精度;另一方面利用全局优化的连续蚁群算法代替传统的优化算法,避免优化过程中目标函数陷入局部最优,提高了反演的精度。应用该模型对三峡工程永久船闸高边坡4种介质弹性模量进行位移反分析,并利用反演所得参数进行监测点位移预测,计算值与监测值吻合较好,表明该方法适合解决具有非线性和不确定特性的岩土工程问题,在位移反分析中具有良好的实际应用价值。  相似文献   

14.
A dynamic programming fuzzy rule–based (DPFRB) model for optimal operation of reservoirs system is presented in this paper. In the first step, a deterministic dynamic programming (DP) model is used to develop the optimal set of inflows, storage volumes, and reservoir releases. These optimal values are then used as inputs to a fuzzy rule–based (FRB) model to establish the general operating policies in the second step. Subsequently, the operating policies are evaluated in a simulation model. During the simulation step, the parameters of the FRB model are optimized after which the algorithm gets back to the second step in a feedback loop to establish the new set of operating rules using the optimized parameters. This iterative approach improves the value of the performance function of the simulation model and continues until the satisfaction of predetermined stopping criteria. This method results in deriving the operating policies, which are robust against the uncertainty of inflows. These policies are derived by using long-term synthetic inflows and an objective function that minimizes its variance. The DPFRB performance is tested and compared to a model, which uses the commonly used multiple regression–based operating rules. Results show that the DPFRB performs well in terms of satisfying the system target performances and computational requirements.  相似文献   

15.
在水文模型率定过程中,不同目标函数侧重于径流模拟的不同层面。为了探究目标函数选择的不确定性对模型参数和径流模拟的影响,将HyMod模型应用于黄河源区,选择纳什效率函数fNS、总水量平衡误差函数ft、低水量误差函数fd和高水量误差函数fg作为目标函数,采用遗传算法(GA)分别率定出不同目标函数下对应的最优参数值,并依次代入水文模型模拟水文过程;通过对比分析年尺度及年内各月实测与模拟径流过程、纳什效率系数NSE、决定系数R2和均方根误差RMSE评价指标来探究参数率定的目标函数不确定性对年尺度水资源演变过程的影响。结果表明:当HyMod模型应用于黄河源区水文模拟的率定期和验证期时,目标函数选择的不确定性对各评价指标的影响差异明显,如fNS目标函数下NSE值最大,在fg下次之,在fd下最小,此外率定期模拟精度优于验证期;同样,目标函数不确定性对不同特征时期径流的影响差异显著,其中,fNSft目标函数下,非汛期分别高估和低估模拟流量。研究成果可为水文模型参数率定目标函数的选择提供理论参考。  相似文献   

16.

One of the critical issues in surface water resources management is the optimal operation of dam reservoirs. In recent decades, meta-heuristics algorithms have gained attention as a powerful tool for finding the optimal program for the dam reservoir operation. Increasing demand due to population growth and lack of precipitation for reasons such as climate change has caused uncertainties in the affecting parameters on the planning of reservoirs, which invalidates the operational plans of these reservoirs. In this study, a novel optimization algorithm with the combination of genetic algorithm (GA) and multi-verse optimizer (MVO) called multi-verse genetic algorithm (MVGA) has been developed to solve the optimal dam reservoir operation issue under influence of the joint uncertainties of inflow, evaporation and demand. After validating the performance of MVGA by solving several benchmark functions, MVGA was used to find the optimal operation program of the Amirkabir Dam reservoir in 132 months, in both deterministic and probabilistic states. Minimizing the deficit between downstream demand and release from the reservoir during the operation period was considered as the objective function. Also, the limitations of the reservoir continuity equation, storage volume, and reservoir release equation were applied to the objective function. For modeling the effect of uncertainty, Monte Carlo simulation (MCS) is coupled to MVGA. The results of model implementations showed that the MVGA-MCS model with the best value of the objective function equal to 26 in the 1st rank and MVGA, MVO, and GA, with 15%, 34%, and 46% increase in the value of the objective function compared to the MVGA-MCS stood in the second to fourth ranks, respectively. Also, the results of the resiliency, and vulnerability indices of the reservoir operation showed that MVGA-MCS and MVGA models have better performance than other models.

  相似文献   

17.
为提高渡槽在剩余寿命周期内维护管理的科学性和经济性,以渡槽剩余寿命周期维护管理成本最低为目标函数,建立了维修计划优化模型,并采用改进病毒进化遗传算法求解。针对复杂环境下渡槽各构件的劣化速度和维修加固效果的不确定性特点,在优化求解算法中计入遗传个体的年龄(个体连续被选入下一代的次数),即认为个体年龄越高,其适应性越强,作为最优解的鲁棒性越好。实例计算结果表明:改进病毒进化遗传算法具有可行性、经济性、高效性和鲁棒性,取得了比较好的优化效果。  相似文献   

18.
为解决 SWAT?(soil?and?water?assessment?tool) 模型在复杂情形下的参数不确定性分析问题,引入参数不确定 性分析平台 UQ-PyL(Uncertainty?Quantification?Python?Laboratory),开发 UQ-PyL 与 SWAT 模型的耦合模块,使得 UQ-PyL 中的各种算法能够方便快捷地应用于 SWAT 模型的参数不确定性分析。为验证 UQ-PyL 用于 SWAT 模 型参数不确定性分析的效果,在我国不同气候条件下的 4 个流域构建 SWAT 模型,综合对比评估 UQ-PyL 与 SWAT-CUP 对模型参数的不确定性分析结果。结果表明:UQ-PyL 多种敏感性分析方法筛选出的敏感参数比 SWAT-CUP 单一方法筛选的结果更加合理;使用 UQ-PyL 率定的参数在 4 个流域应用中都表现良好,优化后模拟 结果的纳什效率系数均在 0.55 以上,收敛次数在 550 次以内;在 4 个流域的模拟中,UQ-PyL 能提供计算效率更高 的算法 ASMO,也能提供模拟结果更准确的算法 SCE。综上,与 SWAT 模型相耦合的 UQ-PyL 能够支持 SWAT 模 型用户在不同系统下对模型参数进行更高效的不确定性分析研究。  相似文献   

19.
Han  Zheng  Lu  Wenxi  Fan  Yue  Xu  Jianan  Lin  Jin 《Water Resources Management》2021,35(5):1479-1497

Linked simulation-optimization (S/O) approaches have been extensively used as tools in coastal aquifer management. However, parameter uncertainties in seawater intrusion (SI) simulation models often undermine the reliability of the derived solutions. In this study, a stochastic S/O framework is presented and applied to a real-world case of the Longkou coastal aquifer in China. The three conflicting objectives of maximizing the total pumping rate, minimizing the total injection rate, and minimizing the solute mass increase are considered in the optimization model. The uncertain parameters are contained in both the constraints and the objective functions. A multiple realization approach is utilized to address the uncertainty in the model parameters, and a new multiobjective evolutionary algorithm (EN-NSGA2) is proposed to solve the optimization model. EN-NSGA2 overcomes some inherent limitations in the traditional nondominated sorting genetic algorithm-II (NSGA-II) by introducing information entropy theory. The comparison results indicate that EN-NSGA2 can effectively ameliorate the diversity in Pareto-optimal solutions. For the computational challenge in the stochastic S/O process, a surrogate model based on the multigene genetic programming (MGGP) method is developed to substitute for the numerical simulation model. The results show that the MGGP surrogate model can tremendously reduce the computational burden while ensuring an acceptable level of accuracy.

  相似文献   

20.
The challenges posed by nonstationarity in predicting catchment water balance components motivated this study to test the stationary versus nonstationarity hypothesis and detect changes in the watershed response to land use land cover (LULC) alterations, and climate variability and change. The focus is on a two‐step procedure that includes model calibration of Soil and Water Assessment Tool using a sequential Bayesian uncertainty algorithm (i.e. sequential uncertainty fitting), followed by nonstationary assessment of water balance component using extreme value analysis over an Atlantic coastal plain watershed in the southeastern USA. Analysis suggests that the uncertainty of Soil and Water Assessment Tool model is statistically aligned with LULC alterations that increased the sensitivity of Manning's roughness coefficient, transmission loss and the resistance of the soil matrix to water flow. Changes in LULC along with variability in the magnitude, timing and frequency of precipitation diminished surface runoff and groundwater contribution to the river system whereas it increased evapotranspiration with a substantial decline in water storage capacity. Nonstationary assessment of water balance using extreme value analysis model further revealed a functional form of stationary behaviour (no trends) prior to LULC alteration while large amplification was detected during post‐changes. The results and findings presented in this paper confirm our hypothesis about a combined effect of climate and LULC changes on hydrological functions and that variation of these fingerprints elucidates the presence of nonstationarity in the watershed system. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号