AQUAMONEY CASE STUDY REPORT - VU University, Institute for ...
AQUAMONEY CASE STUDY REPORT - VU University, Institute for ...
AQUAMONEY CASE STUDY REPORT - VU University, Institute for ...
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+---------------------------------------------+<br />
| 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 />
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