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