111
Alternatif Bobot Lokal Bobot Global
a14 Waduk Cigalagah 0,041
0,0052
a15 Waduk Haur Kuning
0,085 0,0107
Sumber : Analisa, 2011
5. 3. 13. Perhitungan Alternatif Terhadap Sub Kriteria Jarak Quarry dari
Lokasi Waduk
Perhitungan alternatif dilakukan berdasarkan data yang diperoleh dari penelitian sebelumnya. Data yang ada kemudian dibandingkan satu sama lain
sebagai mana pada Tabel 5.50 di bawah ini. Tabel 5.50. Perhitungan Perbandingan Berpasangan Alternatif Terhadap Sub
Kriteria Jarak Quarry dari Lokasi Waduk.
No Perbandingan
Data Lebih Baik
Rasio Perbandingan
Hasil Perbandingan A
B A
B Pilihan
Nilai Pairwise Keterangan
1
a1 a2
1 1
= 1,000
= 1
2 a1
a3 1
1 =
1,000 =
1
3
a1 a4
1 1
= 1,000
= 1
4 a1
a5 1
2 A
2,000 A
5
5 a1
a6 1
2 A
2,000 A
5
6 a1
a7 1
1 =
1,000 =
1
7
a1 a8
1 2
A 2,000
A 5
8 a1
a9 1
3 A
3,000 A
9
9
a1 a10
1 2
A 2,000
A 5
10 a1
a11 1
1 =
1,000 =
1
11 a1
a12 1
2 A
2,000 A
5
12 a1
a13 1
2 A
2,000 A
5
13
a1 a14
1 2
A 2,000
A 5
14 a1
a15 1
2 A
2,000 A
5
15
a2 a3
1 1
= 1,000
= 1
16 a2
a4 1
1 =
1,000 =
1
17 a2
a5 1
2 A
2,000 A
5
18 a2
a6 1
2 A
2,000 A
5
19
a2 a7
1 1
= 1,000
= 1
20 a2
a8 1
2 A
2,000 A
5
21
a2 a9
1 3
A 3,000
A 9
22 a2
a10 1
2 A
2,000 A
5
23 a2
a11 1
1 =
1,000 =
1
24 a2
a12 1
2 A
2,000 A
5
25
a2 a13
1 2
A 2,000
A 5
26 a2
a14 1
2 A
2,000 A
5
27
a2 a15
1 2
A 2,000
A 5
28 a3
a4 1
1 =
1,000 =
1
29 a3
a5 1
2 A
2,000 A
5
30 a3
a6 1
2 A
2,000 A
5
31
a3 a7
1 1
= 1,000
= 1
112
No Perbandingan
Data Lebih Baik
Rasio Perbandingan
Hasil Perbandingan A
B A
B Pilihan
Nilai Pairwise Keterangan
32 a3
a8 1
2 A
2,000 A
5
33 a3
a9 1
3 A
3,000 A
9
34 a3
a10 1
2 A
2,000 A
5
35 a3
a11 1
1 =
1,000 =
1
36 a3
a12 1
2 A
2,000 A
5
37 a3
a13 1
2 A
2,000 A
5
38 a3
a14 1
2 A
2,000 A
5
39 a3
a15 1
2 A
2,000 A
5
40 a4
a5 1
2 A
2,000 A
5
41 a4
a6 1
2 A
2,000 A
5
42 a4
a7 1
1 =
1,000 =
1
43 a4
a8 1
2 A
2,000 A
5
44 a4
a9 1
3 A
3,000 A
9
45 a4
a10 1
2 A
2,000 A
5
46 a4
a11 1
1 =
1,000 =
1
47 a4
a12 1
2 A
2,000 A
5
48 a4
a13 1
2 A
2,000 A
5
49 a4
a14 1
2 A
2,000 A
5
50 a4
a15 1
2 A
2,000 A
5
51 a5
a6 2
2 =
1,000 =
1
52 a5
a7 2
1 B
2,000 B
5
53 a5
a8 2
2 =
1,000 =
1
54 a5
a9 2
3 A
1,500 A
3
55 a5
a10 2
2 =
1,000 =
1
56 a5
a11 2
1 B
2,000 B
5
57 a5
a12 2
2 =
1,000 =
1
58 a5
a13 2
2 =
1,000 =
1
59 a5
a14 2
2 =
1,000 =
1
60 a5
a15 2
2 =
1,000 =
1
61 a6
a7 2
1 B
2,000 B
5
62 a6
a8 2
2 =
1,000 =
1
63 a6
a9 2
3 A
1,500 A
3
64 a6
a10 2
2 =
1,000 =
1
65 a6
a11 2
1 B
2,000 B
5
66 a6
a12 2
2 =
1,000 =
1
67 a6
a13 2
2 =
1,000 =
1
68 a6
a14 2
2 =
1,000 =
1
69 a6
a15 2
2 =
1,000 =
1
70 a7
a8 1
2 A
2,000 A
5
71 a7
a9 1
3 A
3,000 A
9
72 a7
a10 1
2 A
2,000 A
5
73 a7
a11 1
1 =
1,000 =
1
74 a7
a12 1
2 A
2,000 A
5
75 a7
a13 1
2 A
2,000 A
5
76 a7
a14 1
2 A
2,000 A
5
77 a7
a15 1
2 A
2,000 A
5
78 a8
a9 2
3 A
1,500 A
3
79 a8
a10 2
2 =
1,000 =
1
80 a8
a11 2
1 B
2,000 B
5
Tabel 5.50. lanjutan
113
No Perbandingan
Data Lebih Baik
Rasio Perbandingan
Hasil Perbandingan A
B A
B Pilihan
Nilai Pairwise Keterangan
81 a8
a12 2
2 =
1,000 =
1
82 a8
a13 2
2 =
1,000 =
1
83 a8
a14 2
2 =
1,000 =
1
84 a8
a15 2
2 =
1,000 =
1
85 a9
a10 3
2 B
1,500 B
3
86 a9
a11 3
1 B
3,000 B
9
87 a9
a12 3
2 B
1,500 B
3
88 a9
a13 3
2 B
1,500 B
3
89 a9
a14 3
2 B
1,500 B
3
90 a9
a15 3
2 B
1,500 B
3
91 a10
a11 2
1 B
2,000 B
5
92 a10
a12 2
2 =
1,000 =
1
93 a10
a13 2
2 =
1,000 =
1
94 a10
a14 2
2 =
1,000 =
1
95 a10
a15 2
2 =
1,000 =
1
96 a11
a12 1
2 A
2,000 A
5
97 a11
a13 1
2 A
2,000 A
5
98 a11
a14 1
2 A
2,000 A
5
99 a11
a15 1
2 A
2,000 A
5
100 a12
a13 2
2 =
1,000 =
1
101 a12
a14 2
2 =
1,000 =
1
102 a12
a15 2
2 =
1,000 =
1
103 a13
a14 2
2 =
1,000 =
1
104 a13
a15 2
2 =
1,000 =
1
105 a14
a15 2
2 =
1,000 =
1 Sumber : Analisa, 2011
Dari hasil perhitungan perbandingan berpasangan pada Tabel 5.50 maka dapat disusun matriks perbandingan berpasangan untuk alternatif terhadap sub kriteria
Jarak Quarry dari Lokasi Waduk sebagaimana pada Tabel 5.51. .
Tabel 5.50. lanjutan
114 Tabel 5.51. Matriks Perbandingan Berpasangan Alternatif Terhadap Sub Kriteria
Jarak Quarry dari Lokasi Waduk
a1 a2
a3 a4
a5 a6
a7 a8
a9 a10
a11 a12
a13 a14
a15 a1
1,000 1,000
1,000 1,000
5,000 5,000
1,000 5,000
9,000 5,000
1,000 5,000
5,000 5,000
5,000
a2
1,000 1,000
1,000 1,000
5,000 5,000
1,000 5,000
9,000 5,000
1,000 5,000
5,000 5,000
5,000
a3 1,000
1,000 1,000
1,000 5,000
5,000 1,000
5,000 9,000
5,000 1,000
5,000 5,000
5,000 5,000
a4 1,000
1,000 1,000
1,000 5,000
5,000 1,000
5,000 9,000
5,000 1,000
5,000 5,000
5,000 5,000
a5 0,200
0,200 0,200
0,200 1,000
1,000 0,200
1,000 3,000
1,000 0,200
1,000 1,000
1,000 1,000
a6
0,200 0,200
0,200 0,200
1,000 1,000
0,200 1,000
3,000 1,000
0,200 1,000
1,000 1,000
1,000
a7 1,000
1,000 1,000
1,000 5,000
5,000 1,000
5,000 9,000
5,000 1,000
5,000 5,000
5,000 5,000
a8
0,200 0,200
0,200 0,200
1,000 1,000
0,200 1,000
3,000 1,000
0,200 1,000
1,000 1,000
1,000
a9 0,111
0,111 0,111
0,111 0,333
0,333 0,111
0,333 1,000
0,333 0,111
0,333 0,333
0,333 0,333
a10 0,200
0,200 0,200
0,200 1,000
1,000 0,200
1,000 3,000
1,000 0,200
1,000 1,000
1,000 1,000
a11 1,000
1,000 1,000
1,000 5,000
5,000 1,000
5,000 9,000
5,000 1,000
5,000 5,000
5,000 5,000
a12
0,200 0,200
0,200 0,200
1,000 1,000
0,200 1,000
3,000 1,000
0,200 1,000
1,000 1,000
1,000
a13 0,200
0,200 0,200
0,200 1,000
1,000 0,200
1,000 3,000
1,000 0,200
1,000 1,000
1,000 1,000
a14
0,200 0,200
0,200 0,200
1,000 1,000
0,200 1,000
3,000 1,000
0,200 1,000
1,000 1,000
1,000
a15 0,200
0,200 0,200
0,200 1,000
1,000 0,200
1,000 3,000
1,000 0,200
1,000 1,000
1,000 1,000
Sumber : Analisa, 2011
Setelah dilakukan perhitungan eigen vektor, diperoleh bobot lokal untuk kelima belas alternatif, yang kemudian dikalikan dengan bobot sub kriteria Jarak Quarry
dari Lokasi Waduk untuk memperoleh bobot global sebagai mana pada Tabel 5.52. Tabel 5.52. Bobot Alternatif Terhadap Sub Kriteria Jarak Quarry dari Lokasi
Waduk
Alternatif Bobot Lokal Bobot Global
a1 Waduk Seuseupan
0,129 0,0097
a2
Waduk Cihirup Cipanundan 0,129
0,0097
a3 Waduk Masigit
0,129 0,0097
a4
Waduk Maneungteung 0,129
0,0097
a5 Waduk Gunungkarung
0,027 0,0020
a6
Waduk Cihowe 0,027
0,0020
a7 Waduk Peucang
0,129 0,0097
a8
Waduk Dukuhbadag 0,027
0,0020
a9 Waduk Cileuweung
0,011 0,0008
a10 Waduk Ciwaru
0,027 0,0020
a11 Waduk Ciniru 0,129
0,0097
a12 Waduk Cimulya
0,027 0,0020
115
Alternatif Bobot Lokal Bobot Global
a13 Waduk Cimara 0,027
0,0020
a14 Waduk Cigalagah
0,027 0,0020
a15 Waduk Haur Kuning 0,027
0,0020 Sumber : Analisa, 2011
5. 3. 14. Perhitungan Alternatif Terhadap Sub Kriteria Biaya
