目录
[4.2 地下水模拟系统设计方案](#4.2 地下水模拟系统设计方案)
1.程序功能描述
基于MATLAB的地下水模拟系统开发，通过MATLAB的GUI功能，设计一个界面，通过该界面可以输入地下水模拟系统的参数，边界条件等。系统包含径向基算法，有限元方法，输出地下水位等高线，立体图等。
2.测试软件版本以及运行结果展示
MATLAB2022A版本运行
3.核心程序
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figure;
meshc(CC-X,RR-Y,Z);
grid on
title('ˮλ ͼ');
view([33,25]);
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% --------------------------------------------------------------------
function run_Callback(hObject, eventdata, handles)
% hObject handle to run (see GCBO)
% eventdata reserved - to be defined in a future version of MATLAB
% handles structure with handles and user data (see GUIDATA)
% --------------------------------------------------------------------
function figure1_Callback(hObject, eventdata, handles)
% hObject handle to figure1 (see GCBO)
% eventdata reserved - to be defined in a future version of MATLAB
% handles structure with handles and user data (see GUIDATA)
% --------------------------------------------------------------------
function figure2_Callback(hObject, eventdata, handles)
% hObject handle to figure2 (see GCBO)
% eventdata reserved - to be defined in a future version of MATLAB
% handles structure with handles and user data (see GUIDATA)
% --------------------------------------------------------------------
function figure3_Callback(hObject, eventdata, handles)
% hObject handle to figure3 (see GCBO)
% eventdata reserved - to be defined in a future version of MATLAB
% handles structure with handles and user data (see GUIDATA)
% --------------------------------------------------------------------
function alg1_Callback(hObject, eventdata, handles)
% hObject handle to alg1 (see GCBO)
% eventdata reserved - to be defined in a future version of MATLAB
% handles structure with handles and user data (see GUIDATA)
% --------------------------------------------------------------------
function alg2_Callback(hObject, eventdata, handles)
% hObject handle to alg2 (see GCBO)
% eventdata reserved - to be defined in a future version of MATLAB
% handles structure with handles and user data (see GUIDATA)
% --------------------------------------------------------------------
function shenghsuicoff_Callback(hObject, eventdata, handles)
% hObject handle to shenghsuicoff (see GCBO)
% eventdata reserved - to be defined in a future version of MATLAB
% handles structure with handles and user data (see GUIDATA)
%MATLAB/verilog/python/opencv/tensorflow/caffe/C/C++ 㷨
% Ź ںţ 㷨
% --------------------------------------------------------------------
function buji_Callback(hObject, eventdata, handles)
% hObject handle to buji (see GCBO)
% eventdata reserved - to be defined in a future version of MATLAB
% handles structure with handles and user data (see GUIDATA)
% --------------------------------------------------------------------
function water_type_Callback(hObject, eventdata, handles)
% hObject handle to buji (see GCBO)
% eventdata reserved - to be defined in a future version of MATLAB
% handles structure with handles and user data (see GUIDATA)
16_083m
4.本算法原理
图形用户界面（GUI）：介绍了 MATLAB 中的 GUI 窗口，以及如何通过 GUI 实现用户与系统的交互。
4.1计算原理
径向基函数配点法：详细介绍了径向基函数配点法的基本原理和算法，该方法适用于求解地下水模型中的偏微分方程。
有限元法：阐述了有限元法的基本原理和在地下水模拟中的应用，有限元法可以将复杂的地下水系统离散化，便于进行数值计算。
开发系统的地下水模型：
水文地质条件：对研究区域的水文地质条件进行了分析，包括含水层的类型、厚度、渗透系数等参数的确定。
4.2 地下水模拟系统设计方案
系统开发的基本原则：提出了系统开发应遵循的基本原则，如科学性、准确性、实用性等。
系统开发的具体设计：对系统的各个模块进行了详细设计，包括文件模块、数据输入模块、编辑模块、算法模块、运行模块等。
系统开发的具体步骤：介绍了系统开发的具体步骤，包括窗口设计、设置属性、编写程序、运行调试等。
各模块功能：详细介绍了各个模块的功能和实现方法，确保系统能够满足用户的需求。
保存程序并运行：介绍了如何保存程序和运行系统，以及在运行过程中可能出现的问题和解决方法。
5.完整程序
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