Rudarski radovi br 4 2011 - Institut za rudarstvo i metalurgiju Bor
Rudarski radovi br 4 2011 - Institut za rudarstvo i metalurgiju Bor
Rudarski radovi br 4 2011 - Institut za rudarstvo i metalurgiju Bor
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Tabela 15. Vrednosti kriterijumskih funkcija<<strong>br</strong> />
Kriterijumska funkcija<<strong>br</strong> />
jedinica ekst. varijanta VV Varijanta VN<<strong>br</strong> />
*<<strong>br</strong> />
f i<<strong>br</strong> />
i<<strong>br</strong> />
1. Ukupni troškovi građenja u €<<strong>br</strong> />
€ min 649056603,00 639725443,00 639725443,00 649056603,00<<strong>br</strong> />
2.<<strong>br</strong> />
3.<<strong>br</strong> />
4.<<strong>br</strong> />
Troškovi održavanja<<strong>br</strong> />
Troškovi sao<strong>br</strong>aćajnih nezgoda u €/god<<strong>br</strong> />
€/god min<<strong>br</strong> />
Troškovi eksploatacije €/god min<<strong>br</strong> />
€/god<<strong>br</strong> />
261692,00 231627,00 231627,00<<strong>br</strong> />
261692,00<<strong>br</strong> />
5. Usklađenost sa Prostornim Planom * bod max 100,00 100,00 100,00 100,00<<strong>br</strong> />
6.<<strong>br</strong> />
Ocena očuvanja i podsticanja budućeg<<strong>br</strong> />
urbanističkog uređenja *<<strong>br</strong> />
bod<<strong>br</strong> />
max 100,00 100,00 100,00 100,00<<strong>br</strong> />
7. Površina zemljišta pod nepovoljnim uticajem* bod max 100,00 45,00 100,00 45,00<<strong>br</strong> />
8.<<strong>br</strong> />
Potrebe <strong>za</strong> raseljavanjem, mogućnost nabavke<<strong>br</strong> />
materijala, etapnost gradnje *<<strong>br</strong> />
bod max<<strong>br</strong> />
100,00 100,00 100,00<<strong>br</strong> />
100,00<<strong>br</strong> />
9.<<strong>br</strong> />
Broj objekata izloženih <strong>za</strong>gađenju u zoni<<strong>br</strong> />
autoputa izražena u bodovima**<<strong>br</strong> />
bod max 90,00 90,00 90,00 90,00<<strong>br</strong> />
10. Dužina trase u blizini vodotoka**<<strong>br</strong> />
bod max 85,00 85,00 85,00 85,00<<strong>br</strong> />
11. Površina zemljišta pod nepovolj.uticajem** bod max 80,00 65,00 80,00 65,00<<strong>br</strong> />
12. Dužina trase u usecima i nasipima** bod max 80,00 70,00 80,00 70,00<<strong>br</strong> />
13. Ocena uticaja na populac.zdravlje i soc.faktore** bod max 85,00 85,00 85,00 85,00<<strong>br</strong> />
14 Broj objekata u zoni autoputa**<<strong>br</strong> />
bod max 85,00 85,00 85,00 85,00<<strong>br</strong> />
15. Dužina trase koja preseca <strong>za</strong>št.prir.područje** bod max 95,00 95,00 95,00 95,00<<strong>br</strong> />
16. Broj kult.‐istorij.spomenika na trasi autoputa** bod max 100,00 100,00 100,00 100,00<<strong>br</strong> />
17. Dužina trase u useku,nasipu, nadzem.k‐jama** bod max 60,00 50,00 60,00 50,00<<strong>br</strong> />
**povoljnije varijante su ocenjene većim ocenama (bodovima )<<strong>br</strong> />
Primenom kompjuterskog programa<<strong>br</strong> />
<strong>za</strong>snovanog na metodi VIKOR (Tabela<<strong>br</strong> />
16) dobijamo sledeće:<<strong>br</strong> />
Tabela 16. Rang liste po varijantama<<strong>br</strong> />
Broj 4,<strong>2011</strong>. 177<<strong>br</strong> />
RUDARSKI RADOVI<<strong>br</strong> />
min<<strong>br</strong> />
1403036,00 1246085,00 1246085,00<<strong>br</strong> />
28869724,00 26139172,00 26139172,00<<strong>br</strong> />
f −<<strong>br</strong> />
1403036,00<<strong>br</strong> />
28869724,00<<strong>br</strong> />
Lista alternativa: A 1. VV varijanta, A<<strong>br</strong> />
2. VN varijanta<<strong>br</strong> />
QR – Minimax strategija Q – Kompromis QS – Vecinska korist<<strong>br</strong> />
R.L.QR R.L.Q i Q(J) R.L.QS<<strong>br</strong> />
A 2 0.044 A 2 0.000 A 2 0.084<<strong>br</strong> />
A 1 0.240 A 1 1.000 A 1 0.734<<strong>br</strong> />
Tabela 17. Anali<strong>za</strong> preferentne stabilnosti<<strong>br</strong> />
F(i) WD1 WO(i) WG1 F(i) WD1 WO(i) WG1<<strong>br</strong> />
F 1 0.000 0.170 1,000 F10 0.000 0.016 1,000<<strong>br</strong> />
F 2 0.000 0.160 1,000 F11 0.000 0.016 0.196<<strong>br</strong> />
F 3 0.000 0.164 1,000 F12 0.000 0.012 0.195<<strong>br</strong> />
F 4 0.000 0.240 1,000 F13 0.000 0.014 1,000<<strong>br</strong> />
F 5 0.000 0.022 1,000 F14 0.000 0.012 1,000<<strong>br</strong> />
F 6 0.000 0.029 1,000 F15 0.000 0.012 1,000<<strong>br</strong> />
F 7 0.000 0.044 0.201 F16 0.000 0.012 1,000<<strong>br</strong> />
F 8 0.000 0.051 1,000 F17 0.000 0.012 0.195<<strong>br</strong> />
F 9 0.000 0.014 1,000
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