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1 A Recursive Dynamic Computable General Equilibrium Model For ...

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*<br />

R_Area j = 1 −<br />

+ ε j<br />

(7)<br />

C + R _ Re nt<br />

0<br />

where the sub-index j refers to each of the j observations available for each GTAP region: j<br />

= 1, …, N, where N is the number of observations and equal to the number of crops times<br />

the types of land suitability (with a maximum of 92 observations, 23 crops × 4 land<br />

suitability classes); and ε j is the error term, distributed as a Normal N(0,σ 2 ) (as in non-linear<br />

least squares). Then, the likelihood function is specified as:<br />

L(<br />

N<br />

1<br />

∏<br />

j=<br />

1 σ 2π<br />

j<br />

p<br />

* 2<br />

2 ⎢<br />

0<br />

j ⎥<br />

α , b , C , p,<br />

σ ) = e ⎣ ⎝<br />

⎠⎦<br />

(8)<br />

0<br />

leading to the the log-likelihood:<br />

*<br />

l(<br />

α,<br />

b<br />

, C<br />

0<br />

, p,<br />

σ<br />

2<br />

⎛<br />

24<br />

p<br />

j<br />

*<br />

1 ⎡ ⎛ b ⎞⎤<br />

− ⋅⎢R<br />

_ Area −⎜α−<br />

⎟⎥<br />

2σ<br />

⎜ C + R _ Rent<br />

⎟<br />

N ⎜<br />

⎡ ⎛<br />

⎞⎤<br />

⎜ 1<br />

1<br />

b<br />

*<br />

∑ − log 2π<br />

− log σ − R_Area − ⎢ ⎜ α − ⎟<br />

⎜ 2<br />

2 j<br />

⎥<br />

j 1<br />

C + R_ Re nt p<br />

⎜<br />

2σ<br />

⎣ ⎝ 0 j ⎠⎦<br />

= ⎟ ⎟⎟⎟<br />

) =<br />

⎝<br />

⎠<br />

In our estimation we use the algorithms that GAUSS uses as default values: the<br />

Broyden-Fletcher-Goldfarb-Shanno (BFGS) iteration procedure to obtain the direction δ,<br />

and the cubic or quadratic method STEPBT to obtain the step length ρ. As initial values<br />

for the parameters (α, b * , C 0, p) we assign respectively the values (1, 0.05, 0, 0.05). The α-<br />

parameter is kept fixed at 1. We apply Weighted Maximum Likelihood estimation where<br />

the weight for each observation is the value of R_Rentj, as in Tabeau et al. (2006), in order<br />

to assign relatively more weight to those observations located at the ends in order to<br />

improve the fit of the estimated function to the original data. Finally, among the different<br />

alternatives to estimate the covariance matrix of the parameters (standard errors) we use<br />

the method implemented by default, which uses the inverse of the Hessian (matrix of the<br />

second derivatives of the log-likelihood function).<br />

Writing the flexible non-linear expression for land supply in the GEMPACK model<br />

code gives the following levels expression:<br />

2<br />

(9)<br />

2⎞

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