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AQUAMONEY CASE STUDY REPORT - VU University, Institute for ...

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| Discrete choice (multinomial logit) model |<br />

| Maximum Likelihood Estimates |<br />

| Dependent variable Choice |<br />

| Weighting variable ONE |<br />

| Number of observations 2076 |<br />

| Iterations completed 4 |<br />

| Log likelihood function -2253.812 |<br />

| Log-L <strong>for</strong> Choice model = -2253.8119 |<br />

| R2=1-LogL/LogL* Log-L fncn R-sqrd RsqAdj |<br />

| No coefficients -2280.7191 .01180 .01013 |<br />

| Constants only. Must be computed directly. |<br />

| Use NLOGIT ;...; RHS=ONE $ |<br />

| Response data are given as ind. choice. |<br />

| Number of obs.= 2076, skipped 0 bad obs. |<br />

+---------------------------------------------+<br />

+---------+--------------+----------------+--------+---------+---------<br />

-+<br />

|Variable | Coefficient | Standard Error |b/St.Er.|P[|Z|>z] | Mean of<br />

X|<br />

+---------+--------------+----------------+--------+---------+---------<br />

-+<br />

ASC .6615037582E-02 .97892972E-01 .068 .9461<br />

PR -.5721932418E-02 .28482023E-02 -2.009 .0445<br />

FLOW100 -.1601268706 .12510458 -1.280 .2006<br />

FMED50 -.1284072460 .97298083E-01 -1.320 .1869<br />

FHIGH25 -.3960500109E-01 .90066659E-01 -.440 .6601<br />

QGOOD .3089792650 .95069101E-01 3.250 .0012<br />

QVERGOD .4989618767 .91652918E-01 5.444 .0000<br />

Table 3: Discrete choice (multinomial logit) model Maximum Likelihood Estimates<br />

Marginal change in:<br />

Braila Islands<br />

Flood frequency 0<br />

(not significant)<br />

Water quality conditions<br />

moderate good 50.7<br />

(23.6)<br />

moderate very good 81.2<br />

(31.1)<br />

Note: standard errors between brackets.<br />

Table 4: Attribute implicit prices (€/household/year)<br />

The values presented in Table 4 represent marginal WTP: what a household is willing to pay, <strong>for</strong> a<br />

reduction of the flood return period with one year and <strong>for</strong> a change in water quality from moderate to<br />

good and very good conditions. In the case of floods, the WTP seems to be zero, while <strong>for</strong> the water<br />

quality improvements the sums are extremely large, but holding huge standard errors.<br />

22

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