perhitungan volume waduk
Post on 13-Apr-2015
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Perhitungan Volume Waduk
El. river bed = 220,0El. crest spillway = 252,0
ELEVASI (m)H
(m)A (km2)
A rerata V
(m3)V komulatif
0.12*H1,001
1 2 3 4 5 6 7
1 220,0 0,000,000 0,000 0,0 0,0 0,0
2 220,5 0,500,174 0,087 0,5 43400,0 43400,0
3 221,0 1,000,265 0,219 0,5 109650,0 153050,0
4 221,5 1,500,339 0,302 0,5 151100,0 304150,0
5 222,0 2,000,405 0,372 0,5 185975,0 490125,0
6 222,5 2,500,463 0,434 0,5 216975,0 707100,0
7 223,0 3,000,518 0,491 0,5 245350,0 952450,0
8 223,5 3,500,569 0,544 0,5 271750,0 1224200,0
9 224,0 4,000,617 0,593 0,5 296575,0 1520775,0
10 224,5 4,500,663 0,640 0,5 320150,0 1840925,0
11 225,0 5,000,707 0,685 0,5 342650,0 2183575,0
12 225,5 5,500,750 0,729 0,5 364250,0 2547825,0
13 226,0 6,000,791 0,770 0,5 385050,0 2932875,0
14 226,5 6,500,830 0,810 0,5 405150,0 3338025,0
15 227,0 7,000,869 0,849 0,5 424650,0 3762675,0
16 227,5 7,500,906 0,887 0,5 443575,0 4206250,0
17 228,0 8,000,942 0,924 0,5 462000,0 4668250,0
18 228,5 8,500,978 0,960 0,5 479975,0 5148225,0
19 229,0 9,001,012 0,995 0,5 497525,0 5645750,0
20 229,5 9,501,046 1,029 0,5 514675,0 6160425,0
21 230,010,00
1,080 1,063 0,5 531475,0 6691900,0
22 230,510,50
1,112 1,096 0,5 547950,0 7239850,0
23 231,011,00
1,144 1,128 0,5 564100,0 7803950,0
24 231,511,50
1,176 1,160 0,5 579950,0 8383900,0
25 232,012,00
1,207 1,191 0,5 595550,0 8979450,0
26 232,512,50
1,237 1,222 0,5 610900,0 9590350,0
27 233,013,00
1,267 1,252 0,5 625975,0 10216325,0
28 233,513,50
1,296 1,282 0,5 640825,0 10857150,0
29 234,014,00
1,326 1,311 0,5 655475,0 11512625,0
30 234,514,50
1,354 1,340 0,5 669925,0 12182550,0
31 235,015,00
1,383 1,368 0,5 684175,0 12866725,0
32 235,515,50
1,410 1,396 0,5 698225,0 13564950,0
33 236,016,00
1,438 1,424 0,5 712100,0 14277050,0
34 236,516,50
1,465 1,452 0,5 725800,0 15002850,0
35 237,017,00
1,492 1,479 0,5 739350,0 15742200,0
36 237,517,50
1,519 1,506 0,5 752750,0 16494950,0
37 238,018,00
1,545 1,532 0,5 765975,0 17260925,0
38 238,518,50
1,571 1,558 0,5 779075,0 18040000,0
39 239,019,00
1,597 1,584 0,5 792025,0 18832025,0
40 239,519,50
1,622 1,610 0,5 804825,0 19636850,0
41 240,020,00
1,648 1,635 0,5 817525,0 20454375,0
42 240,520,50
1,673 1,660 0,5 830100,0 21284475,0
43 241,021,00
1,698 1,685 0,5 842550,0 22127025,0
44 241,521,50
1,722 1,710 0,5 854875,0 22981900,0
45 242,022,00
1,746 1,734 0,5 867075,0 23848975,0
46 242,522,50
1,770 1,758 0,5 879175,0 24728150,0
47 243,023,00
1,794 1,782 0,5 891175,0 25619325,0
48 243,523,50
1,818 1,806 0,5 903075,0 26522400,0
49 244,024,00
1,842 1,830 0,5 914875,0 27437275,0
50 244,524,50
1,865 1,853 0,5 926575,0 28363850,0
51 245,025,00
1,888 1,876 0,5 938175,0 29302025,0
52 245,525,50
1,911 1,899 0,5 949700,0 30251725,0
53 246,026,00
1,934 1,922 0,5 961150,0 31212875,0
54 246,526,50
1,956 1,945 0,5 972500,0 32185375,0
55 247,027,00
1,979 1,968 0,5 983750,0 33169125,0
56 247,527,50
2,001 1,990 0,5 994925,0 34164050,0
57 248,028,00
2,023 2,012 0,5 1006025,0 35170075,0
58 248,528,50
2,045 2,034 0,5 1017025,0 36187100,0
59 249,029,00
2,067 2,056 0,5 1027950,0 37215050,0
60 249,5 29,5 2,089 2,078 0,5 1038825,0 38253875,0
0
61 250,030,00
2,110 2,099 0,5 1049625,0 39303500,0
62 250,530,50
2,131 2,121 0,5 1060350,0 40363850,0
63 251,031,00
2,153 2,142 0,5 1071025,0 41434875,0
64 251,531,50
2,174 2,163 0,5 1081625,0 42516500,0
65 252,032,00
2,195 2,184 0,5 1092150,0 43608650,0
66 252,532,50
2,216 2,205 0,5 1102600,0 44711250,0
inflow Qtahunan 48700000inflow sedimen 1300000
ratio 0,918095483TE 98,38814841T 34,95671967
0 5000000 10000000 15000000 20000000 25000000 30000000 35000000
01122334455
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Volume (m3)
Ele
vasi
(m)
Luas Genangan (m2)
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