class AnalyticDam: def __init__(self, h0 = 5.0, h1 = 10.0, L = 2000.0): from math import sqrt self.h0 = h0 # depth upstream (m) self.h1 = h1 # depth downstream (m) self.L = L # length of domain g = 9.81 # gravity (m/s^2) c0 = sqrt(g*h0) #left celerity c1 = sqrt(g*h1) #right celerity zmin=-100.0 zmax=101.0 for i in range(100): z=(zmin+zmax)/2.0 u2=z-c0*c0/4.0/z*(1.0+sqrt(1.0+8.0*z*z/c0/c0)) c2=c0*sqrt(0.5*(sqrt(1.0+8.0*z*z/c0/c0)-1.0)) func=2.0*c1/c0-u2/c0-2.0*c2/c0 if (func > 0.0): zmin=z else: zmax=z if( abs(z) > 99.0): print 'no convergence' self.u2 = u2 self.c0 = c0 self.c1 = c1 self.c2 = c2 self.g = g self.z = z def __call__(self, C,t): from Numeric import zeros,Float from math import sqrt #t = 0.0 # time (s) h0 = self.h0 h1 = self.h1 L = self.L n = len(C) # number of cells u2 = self.u2 c0 = self.c0 c1 = self.c1 c2 = self.c2 g = self.g z = self.z u = zeros(n,Float) h = zeros(n,Float) uh = zeros(n,Float) x = C-L/2.0 #x = zeros(n,Float) #for i in range(n): # x[i] = C[i]-1000.0 # Upstream and downstream boundary conditions are set to the intial water # depth for all time. # Calculate Shock Speed #h2 = 7.2692044 #S2 = 2*h2/(h2-h0)*(sqrt(g*h1)-sqrt(g*h2)) #u2 = S2 - g*h0/(4*S2)*(1+sqrt(1+8*S2*S2/(g*h0))) h2=h0/(1.0-u2/z) x3=(u2-c2)*t x2=z*t x1=-c1*t #t=50 #x = (-L/2:L/2) for i in range(n): # Calculate Analytical Solution at time t > 0 u3 = 2.0/3.0*(sqrt(g*h1)+x[i]/t) h3 = 4.0/(9.0*g)*(sqrt(g*h1)-x[i]/(2.0*t))*(sqrt(g*h1)-x[i]/(2.0*t)) if ( x[i] <= x1 ): u[i] = 0.0 h[i] = h1 uh[i] = u[i]*h[i] elif ( x[i] <= x3 ): u[i] = u3 h[i] = h3 uh[i] = u[i]*h[i] elif ( x[i] < x2 ): u[i] = u2 h[i] = h2 uh[i] = u[i]*h[i] else: u[i] = 0.0 h[i] = h0 uh[i] = u[i]*h[i] return h , uh