99
Alternatif Bobot Lokal Bobot Global
a10 Waduk Ciwaru 0,014
0,0032
a11 Waduk Ciniru
0,151 0,0341
a12 Waduk Cimulya 0,151
0,0341
a13 Waduk Cimara
0,062 0,0139
a14 Waduk Cigalagah 0,062
0,0139
a15 Waduk Haur Kuning
0,062 0,0139
Sumber : Analisa, 2011
5. 3. 10. Perhitungan Alternatif Terhadap Sub Kriteria Dukungan Masyarakat
Perhitungan alternatif dilakukan berdasarkan data yang diperoleh dari penelitian sebelumnya. Data yang ada kemudian dibandingkan satu sama lain
sebagai mana pada Tabel 5.41 di bawah ini. Tabel 5.41. Perhitungan Perbandingan Berpasangan Alternatif Terhadap Sub
Kriteria Dukungan Masyarakat.
No Perbandingan
Data Lebih Baik
Rasio Perbandingan
Hasil Perbandingan A
B A
B Pilihan
Nilai Pairwise Keterangan
1 a1
a2 2
3 B
1,500 B
3
2 a1
a3 2
2 =
1,000 =
1
3 a1
a4 2
2 =
1,000 =
1
4
a1 a5
2 2
= 1,000
= 1
5 a1
a6 2
2 =
1,000 =
1
6
a1 a7
2 3
B 1,500
B 3
7 a1
a8 2
3 B
1,500 B
3
8 a1
a9 2
3 B
1,500 B
3
9 a1
a10 2
2 =
1,000 =
1
10
a1 a11
2 2
= 1,000
= 1
11 a1
a12 2
3 B
1,500 B
3
12
a1 a13
2 2
= 1,000
= 1
13 a1
a14 2
3 B
1,500 B
3
14 a1
a15 2
1 A
2,000 A
5
15 a2
a3 3
2 A
1,500 A
3
16
a2 a4
3 2
A 1,500
A 3
17 a2
a5 3
2 A
1,500 A
3
18
a2 a6
3 2
A 1,500
A 3
19 a2
a7 3
3 =
1,000 =
1
20 a2
a8 3
3 =
1,000 =
1
21 a2
a9 3
3 =
1,000 =
1
22
a2 a10
3 2
A 1,500
A 3
23 a2
a11 3
2 A
1,500 A
3
24
a2 a12
3 3
= 1,000
= 1
25 a2
a13 3
2 A
1,500 A
3
100
No Perbandingan
Data Lebih Baik
Rasio Perbandingan
Hasil Perbandingan A
B A
B Pilihan
Nilai Pairwise Keterangan
26 a2
a14 3
3 =
1,000 =
1
27 a2
a15 3
1 A
3,000 A
9
28 a3
a4 2
2 =
1,000 =
1
29 a3
a5 2
2 =
1,000 =
1
30 a3
a6 2
2 =
1,000 =
1
31 a3
a7 2
3 B
1,500 B
3
32 a3
a8 2
3 B
1,500 B
3
33 a3
a9 2
3 B
1,500 B
3
34 a3
a10 2
2 =
1,000 =
1
35 a3
a11 2
2 =
1,000 =
1
36 a3
a12 2
3 B
1,500 B
3
37 a3
a13 2
2 =
1,000 =
1
38 a3
a14 2
3 B
1,500 B
3
39 a3
a15 2
1 A
2,000 A
5
40 a4
a5 2
2 =
1,000 =
1
41 a4
a6 2
2 =
1,000 =
1
42 a4
a7 2
3 B
1,500 B
3
43 a4
a8 2
3 B
1,500 B
3
44 a4
a9 2
3 B
1,500 B
3
45 a4
a10 2
2 =
1,000 =
1
46 a4
a11 2
2 =
1,000 =
1
47 a4
a12 2
3 B
1,500 B
3
48 a4
a13 2
2 =
1,000 =
1
49 a4
a14 2
3 B
1,500 B
3
50 a4
a15 2
1 A
2,000 A
5
51 a5
a6 2
2 =
1,000 =
1
52 a5
a7 2
3 B
1,500 B
3
53 a5
a8 2
3 B
1,500 B
3
54 a5
a9 2
3 B
1,500 B
3
55 a5
a10 2
2 =
1,000 =
1
56 a5
a11 2
2 =
1,000 =
1
57 a5
a12 2
3 B
1,500 B
3
58 a5
a13 2
2 =
1,000 =
1
59 a5
a14 2
3 B
1,500 B
3
60 a5
a15 2
1 A
2,000 A
5
61 a6
a7 2
3 B
1,500 B
3
62 a6
a8 2
3 B
1,500 B
3
63 a6
a9 2
3 B
1,500 B
3
64 a6
a10 2
2 =
1,000 =
1
65 a6
a11 2
2 =
1,000 =
1
66 a6
a12 2
3 B
1,500 B
3
67 a6
a13 2
2 =
1,000 =
1
68 a6
a14 2
3 B
1,500 B
3
69 a6
a15 2
1 A
2,000 A
5
70 a7
a8 3
3 =
1,000 =
1
71 a7
a9 3
3 =
1,000 =
1
72 a7
a10 3
2 A
1,500 A
3
73 a7
a11 3
2 A
1,500 A
3
74 a7
a12 3
3 =
1,000 =
1
Tabel 5.41. lanjutan
101
No Perbandingan
Data Lebih Baik
Rasio Perbandingan
Hasil Perbandingan A
B A
B Pilihan
Nilai Pairwise Keterangan
75 a7
a13 3
2 A
1,500 A
3
76 a7
a14 3
3 =
1,000 =
1
77 a7
a15 3
1 A
3,000 A
9
78 a8
a9 3
3 =
1,000 =
1
79 a8
a10 3
2 A
1,500 A
3
80 a8
a11 3
2 A
1,500 A
3
81 a8
a12 3
3 =
1,000 =
1
82 a8
a13 3
2 A
1,500 A
3
83 a8
a14 3
3 =
1,000 =
1
84 a8
a15 3
1 A
3,000 A
9
85 a9
a10 3
2 A
1,500 A
3
86 a9
a11 3
2 A
1,500 A
3
87 a9
a12 3
3 =
1,000 =
1
88 a9
a13 3
2 A
1,500 A
3
89 a9
a14 3
3 =
1,000 =
1
90 a9
a15 3
1 A
3,000 A
9
91 a10
a11 2
2 =
1,000 =
1
92 a10
a12 2
3 B
1,500 B
3
93 a10
a13 2
2 =
1,000 =
1
94 a10
a14 2
3 B
1,500 B
3
95 a10
a15 2
1 A
2,000 A
5
96 a11
a12 2
3 B
1,500 B
3
97 a11
a13 2
2 =
1,000 =
1
98 a11
a14 2
3 B
1,500 B
3
99 a11
a15 2
1 A
2,000 A
5
100 a12
a13 3
2 A
1,500 A
3
101 a12
a14 3
3 =
1,000 =
1
102 a12
a15 3
1 A
3,000 A
9
103 a13
a14 2
3 B
1,500 B
3
104 a13
a15 2
1 A
2,000 A
5
105 a14
a15 3
1 A
3,000 A
9 Sumber : Analisa, 2011
Dari hasil perhitungan perbandingan berpasangan pada Tabel 5.41maka dapat disusun matriks perbandingan berpasangan untuk alternatif terhadap sub kriteria
Dukungan Masyarakat sebagaimana pada Tabel 5. 42. .
Tabel 5.41. lanjutan
102 Tabel 5.42. Matriks Perbandingan Berpasangan Alternatif Terhadap Sub
Kriteria Dukungan Masyarakat
a1 a2
a3 a4
a5 a6
a7 a8
a9 a10
a11 a12
a13 a14
a15 a1
1,000 0,333
1,000 1,000
1,000 1,000
0,333 0,333
0,333 1,000
1,000 0,333
1,000 0,333
5,000
a2
3,000 1,000
3,000 3,000
3,000 3,000
1,000 1,000
1,000 3,000
3,000 1,000
3,000 1,000
9,000
a3 1,000
0,333 1,000
1,000 1,000
1,000 0,333
0,333 0,333
1,000 1,000
0,333 1,000
0,333 5,000
a4 1,000
0,333 1,000
1,000 1,000
1,000 0,333
0,333 0,333
1,000 1,000
0,333 1,000
0,333 5,000
a5 1,000
0,333 1,000
1,000 1,000
1,000 0,333
0,333 0,333
1,000 1,000
0,333 1,000
0,333 5,000
a6
1,000 0,333
1,000 1,000
1,000 1,000
0,333 0,333
0,333 1,000
1,000 0,333
1,000 0,333
5,000
a7 3,000
1,000 3,000
3,000 3,000
3,000 1,000
1,000 1,000
3,000 3,000
1,000 3,000
1,000 9,000
a8
3,000 1,000
3,000 3,000
3,000 3,000
1,000 1,000
1,000 3,000
3,000 1,000
3,000 1,000
9,000
a9 3,000
1,000 3,000
3,000 3,000
3,000 1,000
1,000 1,000
3,000 3,000
1,000 3,000
1,000 9,000
a10 1,000
0,333 1,000
1,000 1,000
1,000 0,333
0,333 0,333
1,000 1,000
0,333 1,000
0,333 5,000
a11 1,000
0,333 1,000
1,000 1,000
1,000 0,333
0,333 0,333
1,000 1,000
0,333 1,000
0,333 5,000
a12
3,000 1,000
3,000 3,000
3,000 3,000
1,000 1,000
1,000 3,000
3,000 1,000
1,000 1,000
9,000
a13 1,000
0,333 1,000
1,000 1,000
1,000 0,333
0,333 0,333
1,000 1,000
1,000 1,000
0,333 5,000
a14
3,000 1,000
3,000 3,000
3,000 3,000
1,000 1,000
1,000 3,000
3,000 1,000
3,000 1,000
9,000
a15 0,200
0,111 0,200
0,200 0,200
0,200 0,111
0,111 0,111
0,200 0,200
0,111 0,200
0,111 1,000
Sumber : Analisa, 2011
Setelah dilakukan perhitungan eigen vektor, diperoleh bobot lokal untuk kelima belas alternatif, yang kemudian dikalikan dengan bobot sub kriteria
Dukungan Masyarakat untuk memperoleh bobot global sebagai mana pada Tabel 5.43.
.Tabel 5.43. Bobot Alternatif Terhadap Sub Kriteria Dukungan Masyarakat
Alternatif Bobot Lokal Bobot Global
a1
Waduk Seuseupan 0,039
0,0010
a2 Waduk Cihirup Cipanundan
0,114 0,0028
a3 Waduk Masigit
0,039 0,0010
a4 Waduk Maneungteung
0,039 0,0010
a5
Waduk Gunungkarung 0,039
0,0010
a6 Waduk Cihowe
0,039 0,0010
a7
Waduk Peucang 0,114
0,0028
a8 Waduk Dukuhbadag
0,114 0,0028
a9 Waduk Cileuweung
0,114 0,0028
a10 Waduk Ciwaru 0,039
0,0010
a11 Waduk Ciniru
0,039 0,0010
a12 Waduk Cimulya 0,106
0,0026
103
Alternatif Bobot Lokal Bobot Global
a13 Waduk Cimara 0,042
0,0011
a14 Waduk Cigalagah
0,114 0,0028
a15 Waduk Haur Kuning 0,010
0,0002 Sumber : Analisa, 2011
5. 3. 11. Perhitungan Alternatif Terhadap Sub Kriteria Jumlah Penduduk
