function waterwave % WATER WAVE
% 2D Shallow Water Model %
% Lax-Wendroff finite difference method. % Reflective boundary conditions.
% Random water drops initiate gravity waves. % Surface plot displays height colored by momentum.
% Plot title shows t = simulated time and tv = a measure of total variation. % An exact solution to the conservation law would have constant tv. % Lax-Wendroff produces nonphysical oscillations and increasing tv. %
% Information: % Author: cuixing % qq:577737382
% email: 577737382@qq.com % Parameters
n = 64; % grid size
g = 9.8; % gravitational constant
dt = 0.01; % hardwired timestep dx = 1.0; dy = 1.0;
nplotstep = 8; % plot interval
ndrops = 5; % maximum number of drops dropstep = 500; % drop interval
D = droplet(1.5,21); % simulate a water drop
% Initialize graphics
[surfplot,top,start,stop] = initgraphics(n);
% Outer loop, restarts.
while get(stop,'value') == 0 set(start,'value',0)
H = ones(n+2,n+2); U = zeros(n+2,n+2); V = zeros(n+2,n+2); Hx = zeros(n+1,n+1); Ux = zeros(n+1,n+1); Vx = zeros(n+1,n+1); Hy = zeros(n+1,n+1); Uy = zeros(n+1,n+1); Vy = zeros(n+1,n+1); ndrop = ceil(rand*ndrops); nstep = 0;
% Inner loop, time steps.
while get(start,'value')==0 && get(stop,'value')==0 nstep = nstep + 1;
% Random water drops
if mod(nstep,dropstep) == 0 && nstep <= ndrop*dropstep w = size(D,1);
i = ceil(rand*(n-w))+(1:w); j = ceil(rand*(n-w))+(1:w); H(i,j) = H(i,j) + rand*D; end
% Reflective boundary conditions
H(:,1) = H(:,2); U(:,1) = U(:,2); V(:,1) = -V(:,2); H(:,n+2) = H(:,n+1); U(:,n+2) = U(:,n+1); V(:,n+2) = -V(:,n+1); H(1,:) = H(2,:); U(1,:) = -U(2,:); V(1,:) = V(2,:); H(n+2,:) = H(n+1,:); U(n+2,:) = -U(n+1,:); V(n+2,:) = V(n+1,:);
% First half step
% x direction i = 1:n+1; j = 1:n;
% height
Hx(i,j) = (H(i+1,j+1)+H(i,j+1))/2 - dt/(2*dx)*(U(i+1,j+1)-U(i,j+1));
% x momentum
Ux(i,j) = (U(i+1,j+1)+U(i,j+1))/2 - ... dt/(2*dx)*((U(i+1,j+1).^2./H(i+1,j+1) + g/2*H(i+1,j+1).^2) - ...
(U(i,j+1).^2./H(i,j+1) + g/2*H(i,j+1).^2));
% y momentum
Vx(i,j) = (V(i+1,j+1)+V(i,j+1))/2 - ...
dt/(2*dx)*((U(i+1,j+1).*V(i+1,j+1)./H(i+1,j+1)) - ... (U(i,j+1).*V(i,j+1)./H(i,j+1)));
% y direction i = 1:n; j = 1:n+1;
% height
Hy(i,j) = (H(i+1,j+1)+H(i+1,j))/2 - dt/(2*dy)*(V(i+1,j+1)-V(i+1,j));
% x momentum
Uy(i,j) = (U(i+1,j+1)+U(i+1,j))/2 - ...
dt/(2*dy)*((V(i+1,j+1).*U(i+1,j+1)./H(i+1,j+1)) - ... (V(i+1,j).*U(i+1,j)./H(i+1,j))); % y momentum
Vy(i,j) = (V(i+1,j+1)+V(i+1,j))/2 - ...
dt/(2*dy)*((V(i+1,j+1).^2./H(i+1,j+1) + g/2*H(i+1,j+1).^2) - ...
(V(i+1,j).^2./H(i+1,j) + g/2*H(i+1,j).^2));
% Second half step i = 2:n+1; j = 2:n+1;
% height
H(i,j) = H(i,j) - (dt/dx)*(Ux(i,j-1)-Ux(i-1,j-1)) - ... (dt/dy)*(Vy(i-1,j)-Vy(i-1,j-1));
% x momentum
U(i,j) = U(i,j) - (dt/dx)*((Ux(i,j-1).^2./Hx(i,j-1) + g/2*Hx(i,j-1).^2) - ...
(Ux(i-1,j-1).^2./Hx(i-1,j-1) + g/2*Hx(i-1,j-1).^2)) ...
- (dt/dy)*((Vy(i-1,j).*Uy(i-1,j)./Hy(i-1,j)) - ... (Vy(i-1,j-1).*Uy(i-1,j-1)./Hy(i-1,j-1))); % y momentum
V(i,j) = V(i,j) - (dt/dx)*((Ux(i,j-1).*Vx(i,j-1)./Hx(i,j-1)) - ... (Ux(i-1,j-1).*Vx(i-1,j-1)./Hx(i-1,j-1))) ... - (dt/dy)*((Vy(i-1,j).^2./Hy(i-1,j) + g/2*Hy(i-1,j).^2) - ...
(Vy(i-1,j-1).^2./Hy(i-1,j-1) + g/2*Hy(i-1,j-1).^2));
% Update plot
if mod(nstep,nplotstep) == 0
C = abs(U(i,j)) + abs(V(i,j)); % Color shows momemtum t = nstep*dt; tv = norm(C,'fro');
set(surfplot,'zdata',H(i,j),'cdata',C);
set(top,'string',sprintf('t = %6.2f, tv = %6.2f',t,tv)) drawnow end
if all(all(isnan(H))), break, end % Unstable, restart end end close(gcf)
% ------------------------------------
function D = droplet(height,width) % DROPLET 2D Gaussian % D = droplet(height,width)
[x,y] = ndgrid(-1:(2/(width-1)):1); D = height*exp(-5*(x.^2+y.^2));
% ------------------------------------
function [surfplot,top,start,stop] = initgraphics(n); % INITGRAPHICS Initialize graphics for waterwave. % [surfplot,top,start,stop] = initgraphics(n)
% returns handles to a surface plot, its title, and two uicontrol toggles.
clf shg
set(gcf,'numbertitle','off','name','Shallow_water') x = (0:n-1)/(n-1);
surfplot = surf(x,x,ones(n,n),zeros(n,n)); grid off
axis([0 1 0 1 -1 3]) caxis([-1 1]) shading faceted c = (1:64)'/64; cyan = [0*c c c]; colormap(cyan)
top = title('Click start');
start = uicontrol('position',[20 20 80 20],'style','toggle','string','start'); stop = uicontrol('position',[120 20 80 20],'style','toggle','string','stop');
百度搜索“77cn”或“免费范文网”即可找到本站免费阅读全部范文。收藏本站方便下次阅读,免费范文网,提供经典小说综合文库MATLAB水波模拟源代码在线全文阅读。
相关推荐: