In meandering rivers,the flow pattern is highly complex,with specific characteristics at bends that are not observed along straight paths.A numerical model can
Let {Xi}∞i=1 be a standardized stationary Gaussian sequence with covariance function r(n) = EX1 Xn+1,Sn = ∑ni=1 Xi,and (X)n=Sn/n.And let Nn be the point proces