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Perhitungan Kapasitas Tampungan Aktif Waduk ( C )Metode : SimulasiKapasitas Tampungan Dicoba : 155.00
Bulan Inflow Outflow VolumeKe- (m3/det.bln) (m3/det.bln) (m3/det.bln)
1 136.80 66.80 225.00 2 106.30 66.20 195.10 3 78.70 65.50 168.20 4 86.60 57.20 184.40 5 67.10 60.30 161.80 6 67.20 62.20 160.00 7 64.10 59.00 160.10 8 52.20 55.20 152.00 9 40.60 46.80 145.80
10 39.30 48.10 137.00 11 45.10 64.80 117.30 12 81.80 74.40 124.70 13 69.70 66.80 127.60 14 95.40 66.20 156.80 15 158.80 65.50 248.30 16 89.40 57.20 187.20 17 65.00 60.30 159.70 18 42.60 62.20 135.40 19 77.80 59.00 154.20 20 52.20 55.20 151.20 21 37.30 46.80 141.70 22 34.30 48.10 127.90 23 40.20 64.80 103.30 24 68.10 74.40 97.00
25 61.30 66.80 91.50 26 63.20 66.20 88.50 27 80.40 65.50 103.40 28 86.70 57.20 132.90 29 65.80 60.30 138.40 30 66.80 62.20 143.00 31 55.30 59.00 139.30 32 49.10 55.20 133.20 33 40.60 46.80 127.00 34 45.60 48.10 124.50 35 43.40 64.80 103.10 36 97.40 74.40 126.10 37 85.40 66.80 144.70 38 105.60 66.20 184.10 39 100.30 65.50 189.80 40 76.30 57.20 174.10 41 71.80 60.30 166.50 42 62.70 62.20 155.50 43 49.20 59.00 145.20 44 42.30 55.20 132.30 45 42.90 46.80 128.40 46 36.90 48.10 117.20 47 47.40 64.80 99.80 48 99.70 74.40 125.10 49 80.90 66.80 139.20 50 180.00 66.20 253.00 51 95.40 65.50 184.90 52 96.40 57.20 194.20 53 98.40 60.30 193.10 54 68.70 62.20 161.50
55 61.10 59.00 157.10 56 51.50 55.20 151.30 57 47.10 46.80 151.60 58 43.30 48.10 146.80 59 60.50 64.80 142.50 60 51.20 74.40 119.30 61 107.40 66.80 159.90 62 71.20 66.20 160.00 63 52.00 65.50 141.50 64 56.00 57.20 140.30 65 58.10 60.30 138.10 66 45.30 62.20 121.20 67 43.50 59.00 105.70 68 38.50 55.20 89.00 69 30.30 46.80 72.50 70 30.80 48.10 55.20 71 41.20 64.80 31.60 72 62.40 74.40 19.60 73 84.40 66.80 37.20 74 73.10 66.20 44.10 75 69.40 65.50 48.00 76 74.70 57.20 65.50 77 49.10 60.30 54.30 78 50.40 62.20 42.50 79 42.10 59.00 25.60 80 42.10 55.20 12.50 81 31.60 46.80 (2.70)82 39.60 48.10 (11.20)83 54.60 64.80 (21.40)84 95.30 74.40 20.90
85 84.60 66.80 38.70 86 100.90 66.20 73.40 87 110.70 65.50 118.60 88 80.30 57.20 141.70 89 56.60 60.30 138.00 90 52.20 62.20 128.00 91 45.40 59.00 114.40 92 47.30 55.20 106.50 93 43.00 46.80 102.70 94 39.10 48.10 93.70 95 43.40 64.80 72.30 96 65.90 74.40 63.80
Kesimpulan :1 Waduk penuh pada awal simulasi2 Volume Aktif Rencana, dicoba-coba sebesar (juta) :3 Banyak Data analisis adalah : 8 x 12 bulan :4 Probabilitas kegagalan direncanakan 5 % :5 Hasil Analisis menunjukkan C Rencana masih terlalu besar,
N Waduk kosong = 3 Bln < 5 Bln
Perhitungan Kapasitas Tampungan Aktif Waduk ( C )
(m3/det.bln)
Pelimpahan Keterangan(m3/det.bln)
70.00 Penuh 40.10 Penuh 13.20 Penuh 29.40 Penuh 6.80 Penuh 5.00 Penuh 5.10 Penuh
1.80 Penuh 93.30 Penuh 32.20 Penuh 4.70 Penuh
29.10 Penuh 34.80 Penuh 19.10 Penuh 11.50 Penuh 0.50 Penuh
98.00 Penuh 29.90 Penuh 39.20 Penuh 38.10 Penuh 6.50 Penuh
2.10 Penuh
4.90 Penuh 5.00 Penuh
KosongKosongKosong
Volume Aktif Rencana, dicoba-coba sebesar (juta) : 402 M^3
Banyak Data analisis adalah : 8 x 12 bulan : 96 Bln
Probabilitas kegagalan direncanakan 5 % : 5 Bln
Hasil Analisis menunjukkan C Rencana masih terlalu besar,
Perhitungan Kapasitas Tampungan Aktif Waduk ( C )Metode : SimulasiKapasitas Tampungan dicoba : 140.00 (m3/det.bln)
Bulan Inflow Outflow Volume PelimpahanKe- (m3/det.bln) (m3/det.bln) (m3/det.bln) (m3/det.bln)
1 136.80 66.80 210.00 70.00 2 106.30 66.20 180.10 40.10 3 78.70 65.50 153.20 13.20 4 86.60 57.20 169.40 29.40 5 67.10 60.30 146.80 6.80 6 67.20 62.20 145.00 5.00 7 64.10 59.00 145.10 5.10 8 52.20 55.20 137.00 9 40.60 46.80 130.80
10 39.30 48.10 122.00 11 45.10 64.80 102.30 12 81.80 74.40 109.70 13 69.70 66.80 112.60 14 95.40 66.20 141.80 1.80 15 158.80 65.50 233.30 93.30 16 89.40 57.20 172.20 32.20 17 65.00 60.30 144.70 4.70 18 42.60 62.20 120.40 19 77.80 59.00 139.20 20 52.20 55.20 136.20 21 37.30 46.80 126.70 22 34.30 48.10 112.90
23 40.20 64.80 88.30 24 68.10 74.40 82.00 25 61.30 66.80 76.50 26 63.20 66.20 73.50 27 80.40 65.50 88.40 28 86.70 57.20 117.90 29 65.80 60.30 123.40 30 66.80 62.20 128.00 31 55.30 59.00 124.30 32 49.10 55.20 118.20 33 40.60 46.80 112.00 34 45.60 48.10 109.50 35 43.40 64.80 88.10 36 97.40 74.40 111.10 37 85.40 66.80 129.70 38 105.60 66.20 169.10 29.10 39 100.30 65.50 174.80 34.80 40 76.30 57.20 159.10 19.10 41 71.80 60.30 151.50 11.50 42 62.70 62.20 140.50 0.50 43 49.20 59.00 130.20 44 42.30 55.20 117.30 45 42.90 46.80 113.40 46 36.90 48.10 102.20 47 47.40 64.80 84.80 48 99.70 74.40 110.10 49 80.90 66.80 124.20
50 180.00 66.20 238.00 98.00 51 95.40 65.50 169.90 29.90 52 96.40 57.20 179.20 39.20 53 98.40 60.30 178.10 38.10 54 68.70 62.20 146.50 6.50 55 61.10 59.00 142.10 2.10 56 51.50 55.20 136.30 57 47.10 46.80 136.60 58 43.30 48.10 131.80 59 60.50 64.80 127.50 60 51.20 74.40 104.30 61 107.40 66.80 144.90 4.90 62 71.20 66.20 145.00 5.00 63 52.00 65.50 126.50 64 56.00 57.20 125.30 65 58.10 60.30 123.10 66 45.30 62.20 106.20 67 43.50 59.00 90.70 68 38.50 55.20 74.00 69 30.30 46.80 57.50 70 30.80 48.10 40.20 71 41.20 64.80 16.60 72 62.40 74.40 4.60 73 84.40 66.80 22.20 74 73.10 66.20 29.10 75 69.40 65.50 33.00 76 74.70 57.20 50.50
77 49.10 60.30 39.30 78 50.40 62.20 27.50 79 42.10 59.00 10.60 80 42.10 55.20 (2.50)81 31.60 46.80 (17.70)82 39.60 48.10 (26.20)83 54.60 64.80 (36.40)84 95.30 74.40 20.90 85 84.60 66.80 38.70 86 100.90 66.20 73.40 87 110.70 65.50 118.60 88 80.30 57.20 141.70 89 56.60 60.30 138.00 90 52.20 62.20 128.00 91 45.40 59.00 114.40 92 47.30 55.20 106.50 93 43.00 46.80 102.70 94 39.10 48.10 93.70 95 43.40 64.80 72.30 96 65.90 74.40 63.80
Kesimpulan :1 Waduk penuh pada awal simulasi2 Volume Aktif Rencana, dicoba-coba sebesar (juta) :3 Banyak Data analisis adalah : 8 x 12 bulan :4 Probabilitas kegagalan direncanakan 5 % :5 Hasil Analisis menunjukkan C Rencana sudah mendekati rencana
N Waduk kosong = 4 Bln < 5 Bln
Keterangan
PenuhPenuhPenuhPenuhPenuhPenuhPenuh
PenuhPenuhPenuhPenuh
PenuhPenuhPenuhPenuhPenuh
PenuhPenuhPenuhPenuhPenuhPenuh
PenuhPenuh
KosongKosongKosongKosong
363 M3
96 Bln
5 Bln
Hasil Analisis menunjukkan C Rencana sudah mendekati rencana
Perhitungan Kapasitas Tampungan Aktif Waduk ( C )
Metode : SimulasiKapasitas Tampungan dicoba : 130.00 (m3/det)Bulan Inflow Outflow Volume Pelimpahan
Ke- (m3/det) (m3/det) (m3/det) (m3/det)(1) (2) (3) (4) (5)
1 136.80 66.80 200.00 70.00 2 106.30 66.20 170.10 40.10 3 78.70 65.50 143.20 13.20 4 86.60 57.20 159.40 29.40 5 67.10 60.30 136.80 6.80 6 67.20 62.20 135.00 5.00 7 64.10 59.00 135.10 5.10 8 52.20 55.20 127.00 9 40.60 46.80 120.80
10 39.30 48.10 112.00 11 45.10 64.80 92.30 12 81.80 74.40 99.70 13 69.70 66.80 102.60 14 95.40 66.20 131.80 1.80 15 158.80 65.50 223.30 93.30 16 89.40 57.20 162.20 32.20 17 65.00 60.30 134.70 4.70 18 42.60 62.20 110.40 19 77.80 59.00 129.20 20 52.20 55.20 126.20 21 37.30 46.80 116.70 22 34.30 48.10 102.90
23 40.20 64.80 78.30 24 68.10 74.40 72.00 25 61.30 66.80 66.50 26 63.20 66.20 63.50 27 80.40 65.50 78.40 28 86.70 57.20 107.90 29 65.80 60.30 113.40 30 66.80 62.20 118.00 31 55.30 59.00 114.30 32 49.10 55.20 108.20 33 40.60 46.80 102.00 34 45.60 48.10 99.50 35 43.40 64.80 78.10 36 97.40 74.40 101.10 37 85.40 66.80 119.70 38 105.60 66.20 159.10 29.10 39 100.30 65.50 164.80 34.80 40 76.30 57.20 149.10 19.10 41 71.80 60.30 141.50 11.50 42 62.70 62.20 130.50 0.50 43 49.20 59.00 120.20 44 42.30 55.20 107.30 45 42.90 46.80 103.40 46 36.90 48.10 92.20 47 47.40 64.80 74.80 48 99.70 74.40 100.10 49 80.90 66.80 114.20
50 180.00 66.20 228.00 98.00 51 95.40 65.50 159.90 29.90 52 96.40 57.20 169.20 39.20 53 98.40 60.30 168.10 38.10 54 68.70 62.20 136.50 6.50 55 61.10 59.00 132.10 2.10 56 51.50 55.20 126.30 57 47.10 46.80 126.60 58 43.30 48.10 121.80 59 60.50 64.80 117.50 60 51.20 74.40 94.30 61 107.40 66.80 134.90 4.90 62 71.20 66.20 135.00 5.00 63 52.00 65.50 116.50 64 56.00 57.20 115.30 65 58.10 60.30 113.10 66 45.30 62.20 96.20 67 43.50 59.00 80.70 68 38.50 55.20 64.00 69 30.30 46.80 47.50 70 30.80 48.10 30.20 71 41.20 64.80 6.60 72 62.40 74.40 (5.40)73 84.40 66.80 17.60 74 73.10 66.20 24.50 75 69.40 65.50 28.40 76 74.70 57.20 45.90
77 49.10 60.30 34.70 78 50.40 62.20 22.90 79 42.10 59.00 6.00 80 42.10 55.20 (7.10)81 31.60 46.80 (22.30)82 39.60 48.10 (30.80)83 54.60 64.80 (41.00)84 95.30 74.40 20.90 85 84.60 66.80 38.70 86 100.90 66.20 73.40 87 110.70 65.50 118.60 88 80.30 57.20 141.70 11.70 89 56.60 60.30 126.30 90 52.20 62.20 116.30 91 45.40 59.00 102.70 92 47.30 55.20 94.80 93 43.00 46.80 91.00 94 39.10 48.10 82.00 95 43.40 64.80 60.60 96 65.90 74.40 52.10
Kesimpulan :1 Waduk penuh pada awal simulasi2 Volume Aktif Rencana, dicoba-coba sebesar (juta) :3 Banyak Data analisis adalah : 8 x 12 bulan :4 Probabilitas kegagalan direncanakan 5 % :5 Hasil Analisis menunjukkan C Rencana sudah sesuai dg rencana
N Waduk kosong = 5 Bln
Keterangan
(6)
PenuhPenuhPenuhPenuhPenuhPenuhPenuh
PenuhPenuhPenuhPenuh
PenuhPenuhPenuhPenuhPenuh
PenuhPenuhPenuhPenuhPenuhPenuh
PenuhPenuh
Kosong
KosongKosongKosongKosong
Penuh
337 juta M3
96 Bln
5 Bln
Hasil Analisis menunjukkan C Rencana sudah sesuai dg rencana