Jehan Ar'Rahman D_15314075_Tugas Hidrologi 6

TahunPos Hujan (mm/tahun)

Cicalengka Paseh Chinchona Ciparay Ujung Berung Bandung1986 355 277 454 200 120 2351987 255 251 325 250 136 1271988 683 131 428 290 290 471989 544 261 297 138 361 1891990 188 423 132 390 110 1191991 180 142 32 1011992 242 231 405 312 73 341993 322 178 593 250 118 721994 331 218 243 316 761995 185 161 257 294 156 461996 43 22 23 481997 137 160 61 207 2741998 47 224 466 229 92 2801999 297 141 278 225 244 602000 255 117 254 297 85 382001 18 80 289 341 198 1332002 425 123 262 52 312003 121 45 52 15 35 112004 134 150 195 342005 134 194 168 101 682006 45 153 80 211 140 432007 195 539 294 526 135 842008 195 134 456 416 50 232009 254 301 438 364 296 1252010 369 472 589 199 390 2392011 69 131 206 256 233 602012 168 308 256 303 127 512013 241 283 310 514 233 127

N 27 26 25 27 27 26Ri 233.2593 218.3846 298.6 262.1481 158.296296296 93.269231

∑Ri 1603.0713960114n 10R 160.3071396011

Ri-R 72.95212 58.07748 138.2929 101.841 -2.0108433048 -67.03791(Ri-R)^2 5322.012 3372.993 19124.92 10371.59 4.0434907966 4494.0812

∑(Ri-R)^2 66920.2371731986S 86.2298202951∆ 53.7903804595

Nama: Jehan Ar'rahman DNIM:15314075Kelas:02

Pos Hujan (mm/tahun)Tahun

Pos Hujan (mm/tahun)Cililin Montaya Saguling Cisondari Cicalengka Paseh

121 75 274 212 1986 1.521911718 1.268404368

27 13 26 1987 1.093204192 1.149348362

9 33 33 168 1988 2.928072404 0.599859105

144 59 22 103 1989 2.332168943 1.195139133

122 193 55 142 1990 0.805970149 1.93694963

59 23 122 57 1991 0.771673547 0.650228954

16 138 96 88 1992 1.037472213 1.057766819

38 77 89 106 1993 1.380438234 0.815075731

94 56 76 63 1994 1.419021912 0.998238816

95 63 117 1995 0.793108923 0.73723142

84 22 146 1996 0.184344236 110.3754327

65 15 97 122 1997 0.587329311 0.732652342

197 53 86 208 1998 0.201492537 1.025713279

12 47 41 140 1999 1.273261353 0.645649877

76 71 18 22 2000 1.093204192 0.535752025

69 18 2001 0.077167355 0.366326171

50 18 14 36 2002 1.822006986 0.563226488

54 122 45 169 2003 0.518736107 0.206058471

47 110 89 41 2004 181.8845041 170.2859625

23 98 22 76 2005 0.574468085 0.888340965

10 112 27 2006 0.192918387 0.700598802

14 164 2007 0.835979676 2.468122578

67 12 16 252 2008 0.835979676 0.613596337

25 111 109 86 2009 1.088917117 1.378302219

119 232 287 280 2010 1.581930772 2.16132441

63 50 54 114 2011 0.295808193 0.599859105

124 114 34 2012 0.720228644 1.410355759

175 43 54 63 2013 1.033185138 1.295878831

26 25 26 2668.88462 78.96 74.53846 116.7308

1603.071396011410

160.3071396011-91.42252 -81.34714 -85.76868 -43.576378358.078 6617.357 7356.266 1898.9

66920.237173198686.229820295153.7903804595

Pos Hujan (mm/tahun)Chinchona Ciparay Ujung Berung Bandung Cililin Montaya Saguling

1.52042867 0.76292738 0.7580720636 2.5195876 1.7565606 0.949848 3.6759546

1.08841259 0.95365923 0.8591483388 1.3616495 0.3919598 63.997285 0.1744066

1.43335566 1.1062447 1.8320074871 0.5039175 0.1306533 0.4179331 0.4427245

0.99464166 0.52641989 2.2805334581 2.0263918 2.0904523 0.7472138 0.2951496

0.44206296 1.48770839 0.6948993917 1.2758763 1.7710776 2.4442756 0.7378741

223.195108 195.948373 0.2021525503 1.0828866 0.8565047 0.2912867 1.6367389

1.35632954 1.19016671 0.4611605054 0.3645361 0.2322725 1.7477204 1.2879257

1.98593436 0.95365923 0.7454375292 0.7719588 0.5516471 0.9751773 1.1940144

0.81379772 1.20542526 0.480112307 88.60295 1.3646008 0.7092199 1.0196078

0.86068319 1.12150325 0.9854936827 0.4931959 1.3791178 72.097866 0.8452012

150.917702 0.08392201 0.1452971455 0.5146392 34.815498 1.0638298 0.2951496

0.20428667 0.78962984 1.730931212 77.982275 0.9436069 0.1899696 1.3013416

1.56061621 0.87355185 0.5811885821 3.0020619 2.8598548 0.6712259 1.1537668

0.93101139 0.8582933 1.5414131961 0.643299 0.1742044 0.5952381 0.5500516

0.8506363 1.13294716 0.5369677117 0.4074227 1.1032942 0.8991895 0.2414861

0.96784997 1.30079118 1.250818905 1.4259794 1.001675 0.2279635 61.667267

182.331028 0.99943487 0.3284978942 0.3323711 0.7258515 0.2279635 0.1878225

0.17414601 0.05721955 0.2211043519 0.1179381 0.7839196 1.5450861 0.6037152

0.44876088 0.57219554 1.2318671034 0.3645361 0.6823004 1.3931104 1.1940144

0.56262559 0.38527833 99.5689339028 0.7290722 0.3338917 1.2411348 0.2951496

0.26791695 0.80488839 0.8844174076 0.4610309 0.1451703 1.4184397 0.3622291

0.98459478 2.00649901 0.8528310716 0.9006186 0.2032384 95.312877 89.975623

1.52712659 1.58688895 0.3158633599 0.2465979 0.972641 0.1519757 0.2146543

1.46684528 1.38852783 1.8699110903 1.3402062 0.3629257 1.4057751 1.4623323

1.97253851 0.75911274 2.4637342068 2.5624742 1.7275265 2.9381966 3.8503612

0.68988614 0.97654705 1.4719232569 0.643299 0.9145729 0.633232 0.7244582

0.85733423 1.15583498 0.802292934 0.5468041 67.996359 1.5704154 1.5294118

1.03817816 1.96072337 1.4719232569 1.3616495 2.5404802 0.5445795 0.7244582

Pos Hujan (mm/tahun)Cisondari

1.816145

0.2227348

1.4392092

0.8823723

1.2164745

0.4883031

0.7538715

0.9080725

0.5397035

1.0023064

1.2507414

1.04514

1.7818781

1.199341

0.1884679

96.573868

0.308402

1.4477759

0.3512356

0.6510708

67.932249

1.4049423

2.1588138

0.7367381

2.398682

0.9766063

0.2912685

0.5397035

Nama : Jehan Ar'rahman DNIM : 15314075Kelas: 02Tugas Pengisian data Hujan


Cicalengka Paseh Chinchona Ciparay Ujung Berung Bandung1986 355 277 454 200 120 2351987 255 251 325 250 136 1271988 683 131 428 290 290 471989 544 261 297 138 361 1891990 188 423 132 390 110 1191991 180 142 223.1951 195.9484 32 1011992 242 231 405 312 73 341993 322 178 593 250 118 721994 331 218 243 316 76 88.602951995 185 161 257 294 156 461996 43 110.3754 150.9177 22 23 481997 137 160 61 207 274 77.982271998 47 224 466 229 92 2801999 297 141 278 225 244 602000 255 117 254 297 85 382001 18 80 289 341 198 1332002 425 123 182.331 262 52 312003 121 45 52 15 35 112004 182 170 134 150 195 342005 134 194 168 101 99.5689339028 682006 45 153 80 211 140 432007 195 539 294 526 135 842008 195 134 456 416 50 232009 254 301 438 364 296 1252010 369 472 589 199 390 2392011 69 131 206 256 233 602012 168 308 256 303 127 512013 241 283 310 514 233 127

Pos Hujan (mm/tahun)Cililin Montaya Saguling Cisondari

121 75 274 21227 63.997285 13 269 33 33 168

144 59 22 103122 193 55 14259 23 122 5716 138 96 8838 77 89 10694 56 76 6395 72.097866 63 117

34.8155 84 22 14665 15 97 122

197 53 86 20812 47 41 14076 71 18 2269 18 62 9750 18 14 3654 122 45 16947 110 89 4123 98 22 7610 112 27 67.9322514 95.312877 89.97562 16467 12 16 25225 111 109 86

119 232 287 28063 50 54 114

67.99636 124 114 34175 43 54 63

ST.UTAMA P1 ST PEMBANDING AKUMULASI STASIUN 355 218.6666666667 6479.8845041054255 135.4441427716 6124.8845041054683 158.7777777778 5869.8845041054544 174.8888888889 5186.8845041054188 187.3333333333 4642.8845041054180 106.1270534264 4454.8845041054242 154.7777777778 4274.8845041054322 169 4032.8845041054331 136.7336611147 3710.8845041054185 140.1219850576 3379.884504105443 71.2342925264 3194.8845041054

137 119.8869193971 3151.884504105447 203.8888888889 3014.8845041054

297 132 2967.8845041054255 108.6666666667 2670.884504105418 142.9156817422 2415.8845041054

425 85.3701141701 2397.8845041054121 60.8888888889 1972.8845041054182 107.8095513882 1851.8845041054134 94.3965482114 167045 93.7702498874 1536

195 215.6987222123 1491195 158.4444444444 1296254 206.1111111111 1101369 311.8888888889 84769 129.6666666667 478

168 153.888484304 409241 200.2222222222 241

AKUMULASI STASIUN PEMBANDING TAN AO TAN A K CHHM4178.6196284315 1.5399 1.5399 1 3553959.9529617649 1.5399 1.5399 1 2553824.5088189932 1.5399 1.5399 1 6833665.7310412155 1.5399 1.5399 1 5443490.8421523266 1.5399 1.6234 1.054224 198.19423303.5088189932 1.5399 1.6234 1.054224 189.76043197.3817655669 1.5399 1.6234 1.054224 255.12233042.6039877891 1.5399 1.6234 1.054224 339.46022873.6039877891 1.5399 1.6234 1.054224 348.94822736.8703266744 1.5399 1.6234 1.054224 195.03152596.7483416168 1.5399 1.6234 1.054224 45.331642525.5140490904 1.5399 1.6234 1.054224 144.42872405.6271296933 1.5399 1.6234 1.054224 49.548542201.7382408044 1.5399 1.5399 1 2972069.7382408044 1.5399 1.5399 1 2551961.0715741377 1.5399 1.5399 1 181818.1558923956 1.5399 1.5399 1 4251732.7857782255 1.5399 1.3893 0.902201 109.16641671.8968893366 1.5399 1.3893 0.902201 164.09651564.0873379485 1.5399 1.3893 0.902201 120.8951469.690789737 1.5399 1.3893 0.902201 40.599061375.9205398496 1.5399 1.3893 0.902201 175.92931160.2218176373 1.5399 1.5399 1 1951001.7773731929 1.5399 1.5399 1 254795.6662620818 1.5399 1.5399 1 369483.7773731929 1.5399 1.5399 1 69354.1107065262 1.5399 1.5399 1 168200.2222222222 1.5399 1.5399 1 241

0 500 1000 1500 2000 2500 3000 3500 4000 45000

1000

2000

3000

4000

5000

6000

7000

f(x) = 1.389276191x - 466.9129855964R² = 0.964285959

f(x) = 1.6233776878x - 958.913064509R² = 0.9896525173

f(x) = 1.5398767222x - 503.0946019092R² = 0.9773952536

Konsistensi Data Hujan Cicalengka

akumulasi Stasiun Pembanding

Akumulasi stasiun

ST.UTAMA P1 ST PEMBANDING AKUMULASI STASIUN 277 227.3333333333 5958.6613952288251 135.8885872161 5681.6613952288131 220.1111111111 5430.6613952288261 206.3333333333 5299.6613952288423 161.2222222222 5038.6613952288142 110.3492756486 4615.6613952288231 156 4473.6613952288178 185 4242.6613952288218 149.2892166702 4064.6613952288161 142.7886517243 3846.6613952288

110.3754327353 63.7481333336 3685.6613952288160 117.3313638416 3575.2859624935224 184.2222222222 3415.2859624935141 149.3333333333 3191.2859624935117 124 3050.285962493580 136.0267928533 2933.2859624935

123 118.9256697256 2853.285962493545 69.3333333333 2730.2859624935

170 109.0982782339 2685.2859624935194 87.7298815448 2515153 81.7702498874 2321539 177.4764999901 2168134 165.2222222222 1629301 200.8888888889 1495472 300.4444444444 1194131 122.7777777778 722308 138.3329287484 591283 195.5555555556 283

AKUMULASI STASIUN PEMBANDING TAN AO TAN A K CHHM4236.5333071956 1.3589 1.3589 1 2774009.1999738623 1.3589 1.3589 1 2513873.3113866462 1.3589 1.3589 1 1313653.2002755351 1.3589 1.3589 1 2613446.8669422018 1.3589 1.3589 1 4233285.6447199795 1.3589 1.3589 1 1423175.295444331 1.3589 1.3589 1 2313019.295444331 1.3589 1.3589 1 1782834.295444331 1.3589 1.3589 1 218

2685.0062276607 1.3589 1.3589 1 1612542.2175759364 1.3589 1.3589 1 110.37542478.4694426028 1.3589 1.3589 1 1602361.1380787613 1.3589 1.3589 1 2242176.9158565391 1.3589 1.3589 1 1412027.5825232057 1.3589 1.3589 1 1171903.5825232057 1.3589 1.3589 1 801767.5557303525 1.3589 1.4827 1.091103 134.20571648.6300606268 1.3589 1.4827 1.091103 49.099641579.2967272935 1.3589 1.4827 1.091103 185.79951470.1984490596 1.3589 1.4827 1.091103 211.6741382.4685675148 1.3589 1.4827 1.091103 166.93881300.6983176274 1.3589 1.4827 1.091103 588.10461123.2218176373 1.3589 1.3589 1 134957.9995954151 1.3589 1.3589 1 301757.1107065262 1.3589 1.3589 1 472456.6662620818 1.3589 1.3589 1 131333.888484304 1.3589 1.3589 1 308

195.5555555556 1.3589 1.3589 1 283

0 500 1000 1500 2000 2500 3000 3500 4000 45000

1000

2000

3000

4000

5000

6000

7000

f(x) = 1.4826869354x + 284.6634503841R² = 0.9679408055

f(x) = 1.3588852666x + 258.2463330757R² = 0.9923575286

Konsistensi Hujan Paseh

akumulasi stasiun pembanding

akumulasi stasiun

ST.UTAMA P1 ST PEMBANDING AKUMULASI STASIUN 454 207.6666666667 8021.443836919325 127.6663649939 7567.443836919428 187.1111111111 7242.443836919297 202.3333333333 6814.443836919132 193.5555555556 6517.443836919

223.1951078061 101.3275970035 6385.443836919405 136.6666666667 6162.248729113593 138.8888888889 5757.248729113243 146.5114388925 5164.248729113257 132.1219850576 4921.248729113

150.9177015822 59.243436795 4664.24872911361 128.3313638416 4513.3310275308

466 157.3333333333 4452.3310275308278 134.1111111111 3986.3310275308254 108.7777777778 3708.3310275308289 112.804570631 3454.3310275308

182.3310275308 112.3333333333 3165.331027530852 68.5555555556 2983

134 113.1300518443 2931168 90.6187704336 279780 89.8813609985 2629

294 204.6987222123 2549456 129.4444444444 2255438 185.6666666667 1799589 287.4444444444 1361206 114.4444444444 772256 144.1107065262 566310 192.5555555556 310

AKUMULASI STASIUN PEMBANDING TAN AO TAN A K CHHM4007.3352581189 2.0183 2.0183 1 4543799.6685914523 2.0183 2.0183 1 3253672.0022264584 2.0183 2.0183 1 4283484.8911153473 2.0183 2.0183 1 2973282.5577820139 2.0183 2.0183 1 1323089.0022264584 2.0183 2.6578 1.316851 293.91472987.6746294549 2.0183 2.6578 1.316851 533.32462851.0079627883 2.0183 2.6578 1.316851 780.89252712.1190738994 2.0183 2.0183 1 2432565.6076350069 2.0183 2.0183 1 2572433.4856499493 2.0183 2.0183 1 150.91772374.2422131543 2.0183 2.0183 1 612245.9108493127 2.0183 2.0183 1 4662088.5775159794 2.0183 2.0183 1 2781954.4664048683 2.0183 2.0183 1 2541845.6886270905 2.0183 2.0938 1.037408 299.81081732.8840564594 2.0183 2.0938 1.037408 189.15161620.5507231261 2.0183 2.0938 1.037408 53.94521551.9951675706 2.0183 2.0183 1 1341438.8651157262 2.0183 2.0183 1 1681348.2463452926 2.0183 2.0183 1 801258.3649842941 2.0183 2.0183 1 2941053.6662620818 2.0183 2.0183 1 456924.2218176373 2.0183 2.0183 1 438738.5551509707 2.0183 2.0183 1 589451.1107065262 2.0183 2.0183 1 206336.6662620818 2.0183 2.0183 1 256192.5555555556 2.0183 2.0183 1 310

0 500 1000 1500 2000 2500 3000 3500 4000 45000

1000

2000

3000

4000

5000

6000

7000

8000

9000

f(x) = 2.6578153088x - 1807.7320294907R² = 0.9936071769

f(x) = 2.0938489429x - 427.8389980817R² = 0.9835229447

f(x) = 2.0183206081x - 132.0467947716R² = 0.9963435474

Konsistensi Hujan Chinchona


Akumlasi stasiun

ST.UTAMA P1 ST PEMBANDING AKUMULASI STASIUN 200 235.8888888889 7273.9483730311250 135.9996983272 7073.9483730311290 202.4444444444 6823.9483730311138 220 6533.9483730311390 164.8888888889 6395.9483730311

195.9483730311 104.3550119785 6005.9483730311312 147 5810250 177 5498316 138.4003277814 5248294 128.0108739465 493222 73.5676258597 4638

207 112.1091416193 4616229 183.6666666667 4409225 140 4180297 104 3955341 107.0267928533 3658262 103.4812252812 331715 72.6666666667 3055

150 111.3522740665 3040101 98.0632148781 2890211 75.325805443 2789526 178.9209444345 2578416 133.8888888889 2052364 193.8888888889 1636199 330.7777777778 1272256 108.8888888889 1073303 138.888484304 817514 169.8888888889 514

AKUMULASI STASIUN PEMBANDING TAN AO TAN A K CHHM4090.390309662 1.8058 1.1699 0.647857 129.57143854.5014207731 1.8058 1.1699 0.647857 161.96423718.5017224459 1.8058 1.1699 0.647857 187.87853516.0572780015 1.8058 1.8058 1 1383296.0572780015 1.8058 1.8058 1 3903131.1683891126 1.8058 1.8058 1 195.94843026.8133771342 1.8058 1.8058 1 3122879.8133771342 1.8058 1.8058 1 2502702.8133771342 1.8058 1.8058 1 3162564.4130493528 1.8058 1.8058 1 2942436.4021754063 1.8058 1.8058 1 222362.8345495466 1.8058 1.8058 1 2072250.7254079272 1.8058 1.8058 1 2292067.0587412606 1.8058 2.1095 1.16818 262.84061927.0587412606 1.8058 2.1095 1.16818 346.94961823.0587412606 1.8058 2.1095 1.16818 398.34951716.0319484073 1.8058 1.8058 1 2621612.5507231261 1.8058 1.8058 1 151539.8840564594 1.8058 1.8058 1 1501428.5317823929 1.8058 1.8058 1 1011330.4685675148 1.8058 1.8058 1 2111255.1427620718 1.8058 1.8058 1 5261076.2218176373 1.8058 2.3438 1.297929 539.9384942.3329287484 1.8058 2.3438 1.297929 472.4461748.4440398596 1.8058 2.3438 1.297929 258.2879417.6662620818 1.8058 1.8058 1 256308.7773731929 1.8058 1.8058 1 303169.8888888889 1.8058 1.8058 1 514

0 500 1000 1500 2000 2500 3000 3500 4000 45000

1000

2000

3000

4000

5000

6000

7000

8000

f(x) = 1.1698684632x + 2509.0696481987R² = 0.9532608604

f(x) = 2.10952508x - 159.4930463652R² = 0.9732008837

f(x) = 2.3438026296x - 508.4330104663R² = 0.9794737321

f(x) = 1.8058087761x + 249.9342942602R² = 0.9940304143

Konsistensi Hujan Ciparay


akumulasi stasiun

ST.UTAMA P1 ST PEMBANDING AKUMULASI STASIUN 120 244.7777777778 4373.5689339028136 148.6663649939 4253.5689339028290 202.4444444444 4117.5689339028361 195.2222222222 3827.5689339028110 196 3466.568933902832 122.5714978708 3356.568933902873 173.5555555556 3324.5689339028

118 191.6666666667 3251.568933902876 165.066994448 3133.5689339028

156 143.3442072798 3057.568933902823 73.4565147486 2901.5689339028

274 104.6646971749 2878.568933902892 198.8888888889 2604.5689339028

244 137.8888888889 2512.568933902885 127.5555555556 2268.5689339028

198 122.9156817422 2183.568933902852 126.8145586145 1985.568933902835 70.4444444444 1933.5689339028

195 106.3522740665 1898.568933902899.5689339028 98.2222222222 1703.5689339028

140 83.2146943319 1604135 222.365388879 146450 174.5555555556 1329

296 201.4444444444 1279390 309.5555555556 983233 111.4444444444 593127 158.4440398596 360233 201.1111111111 233

AKUMULASI STASIUN PEMBANDING TAN AO TAN A K CHHM4412.6546917874 0.9693 0.9693 1 1204167.8769140096 0.9693 0.9693 1 1364019.2105490158 0.9693 0.9693 1 2903816.7661045713 0.9693 0.9693 1 3613621.5438823491 0.9693 0.9693 1 1103425.5438823491 0.9693 0.9693 1 323302.9723844783 0.9693 0.9693 1 733129.4168289227 0.9693 0.9693 1 1182937.7501622561 0.9693 0.7612 0.785309 59.683482772.683167808 0.9693 0.7612 0.785309 122.5082

2629.3389605282 0.9693 0.7612 0.785309 18.062112555.8824457796 0.9693 0.7612 0.785309 215.17472451.2177486047 0.9693 0.9693 1 922252.3288597158 0.9693 0.9693 1 2442114.4399708269 0.9693 0.9693 1 851986.8844152714 0.9693 0.9693 1 1981863.9687335292 0.9693 0.9693 1 521737.1541749147 0.9693 0.9693 1 351666.7097304702 0.9693 0.9693 1 1951560.3574564037 0.9693 0.9693 1 99.568931462.1352341815 0.9693 0.9693 1 1401378.9205398496 0.9693 0.9693 1 1351156.5551509707 0.9693 0.9693 1 50981.9995954151 0.9693 0.9693 1 296780.5551509707 0.9693 0.9693 1 390470.9995954151 0.9693 0.9693 1 233359.5551509707 0.9693 0.9693 1 127201.1111111111 0.9693 0.9693 1 233

0 500 1000 1500 2000 2500 3000 3500 4000 4500 50000

500

1000

1500

2000

2500

3000

3500

4000

4500

5000

f(x) = 0.716233606x + 1041.8604133923R² = 0.9640131782

f(x) = 0.9692503395x + 200.2047499232R² = 0.9910435964

Konsistensi Hujan Ujung Berung


akumulasi stasiun

ST.UTAMA P1 ST PEMBANDING AKUMULASI STASIUN 235 232 2591.5852246062127 149.6663649939 2356.585224606247 229.4444444444 2229.5852246062

189 214.3333333333 2182.5852246062119 195 1993.5852246062101 114.9048312041 1874.585224606234 177.8888888889 1773.585224606272 196.7777777778 1739.5852246062

88.6029500322 163.6666666667 1667.585224606246 155.5664295021 1578.98227457448 70.6787369708 1532.982274574

77.982274574 126.4444444444 1484.982274574280 178 140760 158.3333333333 112738 132.7777777778 1067

133 130.1379039644 102931 129.1478919479 89611 73.1111111111 86534 124.2411629554 85468 101.7298815448 82043 93.9924721096 75284 228.0320555456 70923 177.5555555556 625

125 220.4444444444 602239 326.3333333333 47760 130.6666666667 23851 166.888484304 178

127 212.8888888889 127

AKUMULASI STASIUN PEMBANDING TAN AO TAN A K CHHM4610.6528817092 0.5492 0.5492 1 2354378.6528817092 0.5492 0.5492 1 1274228.9865167154 0.5492 0.5492 1 473999.5420722709 0.5492 0.5492 1 1893785.2087389376 0.5492 0.5492 1 1193590.2087389376 0.5492 0.5492 1 1013475.3039077335 0.5492 0.5492 1 343297.4150188446 0.5492 0.5492 1 723100.6372410668 0.5492 0.5492 1 88.602952936.9705744001 0.5492 0.5492 1 462781.4041448981 0.5492 0.5492 1 482710.7254079272 0.5492 0.5492 1 77.982272584.2809634828 0.5492 0.5492 1 2802406.2809634828 0.5492 0.4779 0.870175 52.210492247.9476301495 0.5492 0.4779 0.870175 33.066642115.1698523717 0.5492 0.4779 0.870175 115.73321985.0319484073 0.5492 0.4779 0.870175 26.975421855.8840564594 0.5492 0.4779 0.870175 9.5719231782.7729453483 0.5492 0.4779 0.870175 29.585941658.5317823929 0.5492 0.5492 1 681556.8019008482 0.5492 0.5492 1 431462.8094287385 0.5492 0.5492 1 841234.7773731929 0.5492 0.5492 1 231057.2218176373 0.5492 0.5492 1 125836.7773731929 0.5492 0.5492 1 239510.4440398596 0.5492 0.5492 1 60379.7773731929 0.5492 0.5492 1 51212.8888888889 0.5492 0.5492 1 127

0 500 1000 1500 2000 2500 3000 3500 4000 4500 50000

500

1000

1500

2000

2500

3000

f(x) = 0.4779393381x - 14.1906644595R² = 0.9559278486

f(x) = 0.5492039024x - 67.7974584284R² = 0.9903863351

Konsistensi Hujan Bandung


akumulasi stasiun

ST.UTAMA P1 ST PEMBANDING AKUMULASI STASIUN 121 244.6666666667 1893.81185715627 160.777476105 1772.8118571569 233.6666666667 1745.811857156

144 219.3333333333 1736.811857156122 194.6666666667 1592.81185715659 119.5714978708 1470.81185715616 179.8888888889 1411.81185715638 200.5555555556 1395.81185715694 163.066994448 1357.81185715695 150.1219850576 1263.811857156

34.81549842 72.1436815908 1168.81185715665 127.8869193971 1133.996358736

197 187.2222222222 1068.99635873612 163.6666666667 871.99635873676 128.5555555556 859.99635873669 137.2490150755 783.99635873650 127.0367808368 714.99635873654 68.3333333333 664.99635873647 122.796718511 610.99635873623 106.7298815448 563.99635873610 97.6591387763 540.99635873614 235.8098333234 530.99635873667 172.6666666667 516.99635873625 231.5555555556 449.996358736

119 339.6666666667 424.99635873663 130.3333333333 305.996358736

67.996358736 165 242.996358736175 207.5555555556 175

AKUMULASI STASIUN PEMBANDING TAN AO TAN A K CHHM4688.1832558704 0.4048 0.4048 1 1214443.5165892037 0.4048 0.4048 1 274282.7391130987 0.4048 0.4048 1 94049.0724464321 0.4048 0.4048 1 1443829.7391130987 0.4048 0.4048 1 1223635.0724464321 0.4048 0.4048 1 593515.5009485613 0.4048 0.4048 1 163335.6120596724 0.4048 0.4708 1.163043 44.195653135.0565041168 0.4048 0.4708 1.163043 109.32612971.9895096688 0.4048 0.4708 1.163043 110.48912821.8675246112 0.4048 0.4708 1.163043 40.491942749.7238430203 0.4048 0.4708 1.163043 75.597832621.8369236232 0.4048 0.4048 1 1972434.614701401 0.4048 0.4096 1.011858 12.14229

2270.9480347343 0.4048 0.4096 1.011858 76.901192142.3924791788 0.4048 0.4096 1.011858 69.818182005.1434641033 0.4048 0.4096 1.011858 50.592891878.1066832665 0.4048 0.4096 1.011858 54.640321809.7733499332 0.4048 0.4096 1.011858 47.557311686.9766314222 0.4048 0.4096 1.011858 23.272731580.2467498775 0.4048 0.4096 1.011858 10.118581482.5876111012 0.4048 0.4096 1.011858 14.166011246.7777777778 0.4048 0.4048 1 671074.1111111111 0.4048 0.4048 1 25842.5555555556 0.4048 0.4048 1 119502.8888888889 0.4048 0.4048 1 63372.5555555556 0.4048 0.4048 1 67.99636207.5555555556 0.4048 0.4048 1 175

0 500 1000 1500 2000 2500 3000 3500 4000 4500 50000

200

400

600

800

1000

1200

1400

1600

1800

2000

f(x) = 0.4708416104x - 149.817919656R² = 0.960932301

f(x) = 0.4095907013x - 104.3532724839R² = 0.9737889211

f(x) = 0.4048446577x - 3.6274113778R² = 0.979831658

Konsistensi Hujan Cililin


akumulasi stasiun

ST.UTAMA P1 ST PEMBANDING AKUMULASI STASIUN 75 249.7777777778 2205.408027259

63.9972849447 156.6666666667 2130.40802725933 231 2066.410742314359 228.7777777778 2033.4107423143

193 186.7777777778 1974.410742314323 123.5714978708 1781.4107423143

138 166.3333333333 1758.410742314377 196.2222222222 1620.410742314356 167.2892166702 1543.4107423143

72.0978655186 152.6666666667 1487.410742314384 66.6787369708 1415.312876795715 133.4424749527 1331.312876795753 203.2222222222 1316.312876795747 159.7777777778 1263.312876795771 129.1111111111 1216.312876795718 142.9156817422 1145.312876795718 130.5923363923 1127.3128767957

122 60.7777777778 1109.3128767957110 115.796718511 987.312876795698 98.3965482114 877.3128767956

112 86.325805443 779.312876795695.3128767956 226.775069235 667.3128767956

12 178.7777777778 572111 222 560232 327.1111111111 44950 131.7777777778 217

124 158.7773731929 16743 222.2222222222 43

AKUMULASI STASIUN PEMBANDING TAN AO TAN A K CHHM4653.5614591923 0.4901 0.4901 1 754403.7836814145 0.4901 0.4901 1 63.997284247.1170147478 0.4901 0.4901 1 334016.1170147478 0.4901 0.4901 1 59

3787.33923697 0.4901 0.4901 1 1933600.5614591923 0.4901 0.4901 1 233476.9899613215 0.4901 0.4901 1 1383310.6566279881 0.4901 0.4901 1 773114.4344057659 0.4901 0.4901 1 562947.1451890957 0.4901 0.4901 1 72.097872794.478522429 0.4901 0.4901 1 84

2727.7997854582 0.4901 0.4901 1 152594.3573105055 0.4901 0.4901 1 532391.1350882833 0.4901 0.3714 0.757805 35.616812231.3573105055 0.4901 0.3714 0.757805 53.804122102.2461993944 0.4901 0.3714 0.757805 13.640481959.3305176522 0.4901 0.3714 0.757805 13.640481828.7381812599 0.4901 0.3714 0.757805 92.452151767.9604034821 0.4901 0.3714 0.757805 83.35851652.1636849712 0.4901 0.4901 1 981553.7671367597 0.4901 0.4901 1 1121467.4413313168 0.4901 0.4901 1 95.312881240.6662620818 0.4901 0.4901 1 121061.888484304 0.4901 0.4901 1 111839.888484304 0.4901 0.4901 1 232

512.7773731929 0.4901 0.4901 1 50380.9995954151 0.4901 0.4901 1 124222.2222222222 0.4901 0.4901 1 43

0 500 1000 1500 2000 2500 3000 3500 4000 4500 50000

500

1000

1500

2000

2500

f(x) = 0.3714331978x + 381.2320737204R² = 0.8760002171

f(x) = 0.4900768622x + 38.0400965298R² = 0.9868877706

Konsistensi Hujan Montaya


akumulasi stasiun

ST.UTAMA P1 ST PEMBANDING AKUMULASI STASIUN 274 227.6666666667 2089.642890548413 162.3330316605 1815.642890548433 231 1802.642890548422 232.8888888889 1769.642890548455 202.1111111111 1747.6428905484

122 112.5714978708 1692.642890548496 171 1570.642890548489 194.8888888889 1474.642890548476 165.066994448 1385.642890548463 153.6775406132 1309.642890548422 73.5676258597 1246.642890548497 124.3313638416 1224.642890548486 199.5555555556 1127.642890548441 160.4444444444 1041.642890548418 135 1000.642890548462 138.0637631384 982.642890548414 131.0367808368 920.975623114945 69.3333333333 906.975623114989 118.1300518443 861.975623114922 106.8409926559 772.975623114927 95.7702498874 750.9756231149

89.9756231149 227.3680974217 723.975623114916 178.3333333333 634

109 222.2222222222 618287 321 50954 131.3333333333 222

114 159.888484304 16854 221 54

AKUMULASI STASIUN PEMBANDING TAN AO TAN A K CHHM4666.4242521601 0.4212 0.4212 1 2744438.7575854934 0.4212 0.4212 1 134276.4245538329 0.4212 0.4212 1 334045.4245538329 0.4212 0.4212 1 223812.535664944 0.4212 0.4212 1 55

3610.4245538329 0.4212 0.4212 1 1223497.8530559621 0.4212 0.4212 1 963326.8530559621 0.4212 0.4212 1 893131.9641670732 0.4212 0.4212 1 762966.8971726252 0.4212 0.4212 1 632813.219632012 0.4212 0.4212 1 22

2739.6520061523 0.4212 0.4212 1 972615.3206423107 0.4212 0.4212 1 862415.7650867552 0.4212 0.4212 1 412255.3206423107 0.4212 0.4212 1 182120.3206423107 0.4212 0.4212 1 61.667271982.2568791723 0.4212 0.4212 1 141851.2200983356 0.4212 0.4212 1 451781.8867650022 0.4212 0.4212 1 891663.7567131579 0.4212 0.4212 1 221556.9157205021 0.4212 0.4212 1 271461.1454706146 0.4212 0.3234 0.767806 69.083851233.7773731929 0.4212 0.3234 0.767806 12.28491055.4440398596 0.4212 0.3234 0.767806 83.69088833.2218176373 0.4212 0.3234 0.767806 220.3604512.2218176373 0.4212 0.4212 1 54380.888484304 0.4212 0.4212 1 114

221 0.4212 0.4212 1 54

0 500 1000 1500 2000 2500 3000 3500 4000 4500 50000

500

1000

1500

2000

2500

f(x) = 0.3233779095x + 250.6860726993R² = 0.9551487225

f(x) = 0.4212026205x + 74.7195933095R² = 0.9882611254

Konsistensi Hujan Saguling


akumulasi stasiun

ST.UTAMA P1 ST PEMBANDING AKUMULASI STASIUN 212 234.5555555556 3199.506117232626 160.8885872161 2987.5061172326

168 216 2961.5061172326103 223.8888888889 2793.5061172326142 192.4444444444 2690.506117232657 119.793720093 2548.506117232688 171.8888888889 2491.5061172326

106 193 2403.506117232663 166.5114388925 2297.5061172326

117 147.6775406132 2234.5061172326146 59.7898480819 2117.5061172326122 121.5535860638 1971.5061172326208 186 1849.5061172326140 149.4444444444 1641.506117232622 134.5555555556 1501.506117232697 134.1852519371 1479.506117232636 128.5923363923 1382.9322489867

169 55.5555555556 1346.932248986741 123.4633851776 1177.932248986776 100.8409926559 1136.9322489867

67.9322489867 91.2222222222 1060.9322489867164 219.1431666567 993252 152.1111111111 82986 224.7777777778 577

280 321.7777777778 491114 124.6666666667 21134 168.7773731929 9763 220 63

AKUMULASI STASIUN PEMBANDING TAN AO TAN A K CHHM4543.1061158618 0.7537 0.7537 1 2124308.5505603063 0.7537 0.7537 1 264147.6619730902 0.7537 0.7537 1 1683931.6619730902 0.7537 0.7537 1 1033707.7730842013 0.7537 0.7537 1 1423515.3286397569 0.7537 0.7537 1 573395.5349196639 0.7537 0.7537 1 883223.646030775 0.7537 0.6859 0.910044 96.464643030.646030775 0.7537 0.6859 0.910044 57.332762864.1345918825 0.7537 0.6859 0.910044 106.47512716.4570512693 0.7537 0.6859 0.910044 132.86642656.6672031874 0.7537 0.6859 0.910044 111.02532535.1136171236 0.7537 0.7537 1 2082349.1136171236 0.7537 0.7537 1 1402199.6691726792 0.7537 0.7537 1 222065.1136171236 0.7537 0.7537 1 96.573871930.9283651866 0.7537 0.7537 1 361802.3360287942 0.7537 0.7537 1 1691746.7804732387 0.7537 0.7537 1 411623.317088061 0.7537 0.7537 1 761522.4760954052 0.7537 0.7537 1 67.932251431.253873183 0.7537 0.7537 1 1641212.1107065262 0.7537 0.7537 1 2521059.9995954151 0.7537 0.7537 1 86835.2218176373 0.7537 0.7537 1 280513.4440398596 0.7537 0.7537 1 114388.7773731929 0.7537 0.7537 1 34

220 0.7537 0.7537 1 63

0 500 1000 1500 2000 2500 3000 3500 4000 4500 50000

500

1000

1500

2000

2500

3000

3500

f(x) = 0.6859139038x + 216.9148660808R² = 0.9154060361

f(x) = 0.753698248x - 100.5002912474R² = 0.9921213123

Konsistensi Hujan Cisondari


akumulasi stasiun

CICALENGKATahun CHHM CHHM - R (CHHM-R)^21986 355 122.696 15054.30951987 255 22.696 515.1086131988 683 450.696 203126.8881989 544 311.696 97154.39911990 198.1942 -34.10983 1163.480311991 189.7604 -42.54362 1809.959741992 255.1223 22.81829 520.6741311993 339.4602 107.1562 11482.45741994 348.9482 116.6442 13605.88051995 195.0315 -37.2725 1389.239261996 45.33164 -186.9724 34958.65991997 144.4287 -87.87527 7722.062471998 49.54854 -182.7555 33399.55581999 297 64.696 4185.572982000 255 22.696 515.1086132001 18 -214.304 45926.20262002 425 192.696 37131.75012003 109.1664 -123.1376 15162.87382004 164.0965 -68.20753 4652.267672005 120.895 -111.409 12411.96582006 40.59906 -191.7049 36750.78052007 175.9293 -56.37471 3178.108442008 195 -37.304 1391.588092009 254 21.696 470.7166042010 369 136.696 18685.79762011 69 -163.304 26668.1952012 168 -64.304 4135.003862013 241 8.696004 75.6204915

Jumlah 6504.5119 633244.2272

Rata-rata 232.3039956573

Standar deviasi 153.1453228056

RT 10 432.2025203973

TR 4.3349743928

Jumlah data 28

PASEH CHINCHONATahun CHHM CHHM - R (CHHM-R)^2 Tahun

1986 277 44.696 1997.7328 1986

1987 251 18.696 349.540578 1987

1988 131 -101.304 10262.4995 1988

1989 261 28.696 823.460665 1989

1990 423 190.696 36364.9661 1990

1991 142 -90.304 8154.81163 1991

1992 231 -1.303996 1.70040467 1992

1993 178 -54.304 2948.92394 1993

1994 218 -14.304 204.604292 1994

1995 161 -71.304 5084.2598 1995

1996 110.3754 -121.9286 14866.5745 1996

1997 160 -72.304 5227.86779 1997

1998 224 -8.303996 68.9563439 1998

1999 141 -91.304 8336.41962 1999

2000 117 -115.304 13295.0114 2000

2001 80 -152.304 23196.5071 2001

2002 134.2057 -98.09831 9623.27933 2002

2003 49.09964 -183.2044 33563.8361 2003

2004 185.7995 -46.50445 2162.66428 2004

2005 211.674 -20.62999 425.596678 2005

2006 166.9388 -65.36522 4272.6122 2006

2007 588.1046 355.8006 126594.049 2007

2008 134 -98.304 9663.67556 2008

2009 301 68.696 4719.14101 2009

2010 472 239.696 57454.1745 2010

2011 131 -101.304 10262.4995 2011

2012 308 75.696 5729.88507 2012

2013 283 50.696 2570.08486 2013

Jumlah 6070.1976 398225.3342 Jumlah

Rata-rata 216.7927728345 Rata-rata

Standar deviasi 121.4458169426 Standar deviasi

RT 10 375.3143600297 RT 10

TR 4.0337251442 TR

Jumlah data 28 Jumlah data

CHINCHONA CIPARAYCHHM CHHM - R(CHHM-R)^2 Tahun CHHM CHHM - R

454 221.696 49149.12 1986 129.5714 -102.7326325 92.696 8592.549 1987 161.9642 -70.33977428 195.696 38296.93 1988 187.8785 -44.42549297 64.696 4185.573 1989 138 -94.304132 -100.304 10060.89 1990 390 157.696

293.9147 61.61066 3795.874 1991 195.9484 -36.35562533.3246 301.0206 90613.39 1992 312 79.696780.8925 548.5885 300949.4 1993 250 17.696

243 10.696 114.4045 1994 316 83.696257 24.696 609.8926 1995 294 61.696

150.9177 -81.38629 6623.729 1996 22 -210.30461 -171.304 29345.06 1997 207 -25.304

466 233.696 54613.82 1998 229 -3.303996278 45.696 2088.125 1999 262.8406 30.53657254 21.696 470.7166 2000 346.9496 114.6456

299.8108 67.50684 4557.173 2001 398.3495 166.0455189.1516 -43.15238 1862.128 2002 262 29.69653.9452 -178.3588 31811.86 2003 15 -217.304

134 -98.304 9663.676 2004 150 -82.304168 -64.304 4135.004 2005 101 -131.30480 -152.304 23196.51 2006 211 -21.304

294 61.696 3806.397 2007 526 293.696456 223.696 50039.9 2008 539.9384 307.6344438 205.696 42310.85 2009 472.4461 240.1421589 356.696 127232 2010 258.2879 25.98385206 -26.304 691.9002 2011 256 23.696256 23.696 561.5006 2012 303 70.696310 77.696 6036.669 2013 514 281.696

8427.9571 905415.06 Jumlah 7450.1745

300.998468656 Rata-rata 266.0776599216

183.1226120782 Standar deviasi 143.1502273053

540.0259448489 RT 10 452.9297212859

4.180288548 TR 3.9662339593

28 Jumlah data 28

CIPARAY UJUNG BERUNG(CHHM-R)^2 Tahun CHHM CHHM - R(CHHM-R)^2

10553.99 1986 120 -112.304 12612.194947.683 1987 136 -96.304 9274.461973.624 1988 290 57.696 3328.8298893.244 1989 361 128.696 16562.6624868.03 1990 110 -122.304 14958.271321.731 1991 32 -200.304 40121.696351.453 1992 73 -159.304 25377.76313.1486 1993 118 -114.304 13065.47005.021 1994 59.68348 -172.6205 29797.843806.397 1995 122.5082 -109.7958 12055.1244227.77 1996 18.06211 -214.2419 45899.59640.2922 1997 215.1747 -17.12933 293.414110.91639 1998 92 -140.304 19685.21932.4823 1999 244 11.696 136.796513143.6 2000 85 -147.304 21698.4727571.1 2001 198 -34.304 1176.764

881.8527 2002 52 -180.304 32509.5347221.03 2003 35 -197.304 38928.876773.948 2004 195 -37.304 1391.58817240.74 2005 99.56893 -132.7351 17618.6453.8602 2006 140 -92.304 8520.02886257.34 2007 135 -97.304 9468.06894638.94 2008 50 -182.304 33234.7557668.24 2009 296 63.696 4057.181675.1607 2010 390 157.696 24868.03561.5006 2011 233 0.696004 0.4844224997.925 2012 127 -105.304 11088.9379352.64 2013 233 0.696004 0.484422553283.66 Jumlah 4259.9974 447731

266.0776599216 Rata-rata 152.1427638366

143.1502273053 Standar deviasi 128.7735588133

452.9297212859 RT 10 320.2291536833

3.9662339593 TR 4.9041696711

28 Jumlah data 28

BANDUNG CILILIN Tahun CHHM CHHM - R(CHHM-R)^2 Tahun CHHM1986 235 2.696004 7.268439 1986 1211987 127 -105.304 11088.93 1987 271988 47 -185.304 34337.57 1988 91989 189 -43.304 1875.236 1989 1441990 119 -113.304 12837.8 1990 1221991 101 -131.304 17240.74 1991 591992 34 -198.304 39324.47 1992 161993 72 -160.304 25697.37 1993 44.195651994 88.60295 -143.701 20649.99 1994 109.32611995 46 -186.304 34709.18 1995 110.48911996 48 -184.304 33967.96 1996 40.491941997 77.98227 -154.3217 23815.19 1997 75.597831998 280 47.696 2274.909 1998 1971999 52.21049 -180.0935 32433.67 1999 12.142292000 33.06664 -199.2374 39695.52 2000 76.901192001 115.7332 -116.5707 13588.74 2001 69.818182002 26.97542 -205.3286 42159.82 2002 50.592892003 9.571923 -222.7321 49609.58 2003 54.640322004 29.58594 -202.7181 41094.61 2004 47.557312005 68 -164.304 26995.8 2005 23.272732006 43 -189.304 35836 2006 10.118582007 84 -148.304 21994.08 2007 14.166012008 23 -209.304 43808.16 2008 672009 125 -107.304 11514.15 2009 252010 239 6.696004 44.83647 2010 1192011 60 -172.304 29688.67 2011 632012 51 -181.304 32871.14 2012 67.996362013 127 -105.304 11088.93 2013 175

Jumlah 2551.7289 690250.33 Jumlah 1951.3065

Rata-rata 91.1331745756 Rata-rata 69.6895171048

Standar deviasi 159.8900466638 Standar deviasi 173.1619168581

RT 10 299.8354964171 RT 10 295.7154321437

TR 7.6658879701 TR 9.8869526655

Jumlah data 28 Jumlah data 28

CILILIN MONTAYA CHHM - R(CHHM-R)^2 Tahun CHHM CHHM - R(CHHM-R)^2

-111.304 12388.58 1986 75 -157.304 24744.55-205.304 42149.73 1987 63.99728 -168.3067 28327.15-223.304 49864.67 1988 33 -199.304 39722.08-88.304 7797.596 1989 59 -173.304 30034.27

-110.304 12166.97 1990 193 -39.304 1544.804-173.304 30034.27 1991 23 -209.304 43808.16-216.304 46787.42 1992 138 -94.304 8893.244-188.1083 35384.75 1993 77 -155.304 24119.33-122.9779 15123.57 1994 56 -176.304 31083.1-121.8149 14838.86 1995 72.09787 -160.2061 25666-191.8121 36791.87 1996 84 -148.304 21994.08-156.7062 24556.82 1997 15 -217.304 47221.03

-35.304 1246.372 1998 53 -179.304 32149.92-220.1617 48471.18 1999 35.61681 -196.6872 38685.85-155.4028 24150.03 2000 53.80412 -178.4999 31862.21-162.4858 26401.64 2001 13.64048 -218.6635 47813.73-181.7111 33018.93 2002 13.64048 -218.6635 47813.73-177.6637 31564.38 2003 92.45215 -139.8518 19558.54-184.7467 34131.34 2004 83.3585 -148.9455 22184.76-209.0313 43694.07 2005 98 -134.304 18037.56-222.1854 49366.36 2006 112 -120.304 14473.05-218.138 47584.18 2007 95.31288 -136.9911 18766.57-165.304 27325.41 2008 12 -220.304 48533.85-207.304 42974.95 2009 111 -121.304 14714.66-113.304 12837.8 2010 232 -0.303996 0.092413-169.304 28663.84 2011 50 -182.304 33234.75-164.3076 26997 2012 124 -108.304 11729.76

-57.304 3283.748 2013 43 -189.304 35836809596.34 Jumlah 2111.9206 762552.83

69.6895171048 Rata-rata 75.4257348471

173.1619168581 Standar deviasi 168.0556376039

295.7154321437 RT 10 294.7864924322

9.8869526655 TR 9.1063418707

28 Jumlah data 28

SAGULING CISONDARI(CHHM-R)^2 Tahun CHHM CHHM - R(CHHM-R)^2 Tahun

1986 274 41.696 1738.557 1986

1987 13 -219.304 48094.24 1987

1988 33 -199.304 39722.08 1988

1989 22 -210.304 44227.77 1989

1990 55 -177.304 31436.71 1990

1991 122 -110.304 12166.97 1991

1992 96 -136.304 18578.78 1992

1993 89 -143.304 20536.04 1993

1994 76 -156.304 24430.94 1994

1995 63 -169.304 28663.84 1995

1996 22 -210.304 44227.77 1996

1997 97 -135.304 18307.17 1997

1998 86 -146.304 21404.86 1998

1999 41 -191.304 36597.22 1999

2000 18 -214.304 45926.2 2000

2001 61.66727 -170.6367 29116.89 2001

2002 14 -218.304 47656.63 2002

2003 45 -187.304 35082.79 2003

2004 89 -143.304 20536.04 2004

2005 22 -210.304 44227.77 2005

2006 27 -205.304 42149.73 2006

2007 69.08385 -163.2201 26640.82 2007

2008 12.2849 -220.0191 48408.4 2008

2009 83.69088 -148.6131 22085.86 2009

2010 220.3604 -11.9436 142.6495 2010

2011 54 -178.304 31792.31 2011

2012 114 -118.304 13995.84 2012

2013 54 -178.304 31792.31 2013

Jumlah 1973.0873 829687.19 Jumlah

Rata-rata 70.4674034695 Rata-rata

Standar deviasi 175.2973337852 Standar deviasi

RT 10 299.280649428 RT 10

TR 9.8956947302 TR

Jumlah data 28 Jumlah data

CISONDARICHHM CHHM - R(CHHM-R)^2

212 -20.304 412.252226 -206.304 42561.34

168 -64.304 4135.004103 -129.304 16719.52142 -90.304 8154.81257 -175.304 30731.4988 -144.304 20823.64

96.46464 -135.8394 18452.3357.33276 -174.9712 30614.93106.4751 -125.8289 15832.91132.8664 -99.4376 9887.837111.0253 -121.2787 14708.51

208 -24.304 590.6842140 -92.304 8520.02822 -210.304 44227.77

96.57387 -135.7301 18422.6736 -196.304 38535.26

169 -63.304 4007.39641 -191.304 36597.2276 -156.304 24430.94

67.93225 -164.3717 27018.07164 -68.304 4665.436252 19.696 387.932686 -146.304 21404.86

280 47.696 2274.909114 -118.304 13995.8434 -198.304 39324.4763 -169.304 28663.84

3149.6704 526101.9

112.4882276274

139.5895975019

294.6926469233

6.1040509022

28


Cicalengka Paseh Chinchona Ciparay Ujung Berung

1986 355 277 454 129.5714 1201987 255 251 325 161.9642 1361988 683 131 428 187.8785 2901989 544 261 297 138 3611990 198.194168 423 132 390 1101991 189.760374 142 293.9146596 195.9484 321992 255.122281 231 533.3245801 312 731993 339.460225 178 780.8925333 250 1181994 348.948243 218 243 316 59.68348292581995 195.031496 161 257 294 122.50820179511996 45.3316449 110.3754 150.9177016 22 18.06210667491997 144.428729 160 61 207 215.17466212731998 49.5485421 224 466 229 921999 297 141 278 262.8406 2442000 255 117 254 346.9496 852001 18 80 299.8108309 398.3495 1982002 425 134.2057 189.1516154 262 522003 109.166374 49.09964 53.94520141 15 352004 164.096462 185.7995 134 150 1952005 120.894993 211.674 168 101 99.56893390282006 40.5990649 166.9388 80 211 1402007 175.929281 588.1046 294 526 1352008 195 134 456 539.9384 502009 254 301 438 472.4461 2962010 369 472 589 258.2879 3902011 69 131 206 256 2332012 168 308 256 303 1272013 241 283 310 514 233

Karena standar deviasi Aritmatik lebih teliti dari standar deviasi Thiessen maka metode terpilih adalah Metode Aritmatik

METODE ARITMATIKPos Hujan (mm/tahun)

Bandung Cililin Montaya Saguling Cisondari Tahun

235 121 75 274 212 1986

127 27 63.99728 13 26 1987

47 9 33 33 168 1988

189 144 59 22 103 1989

119 122 193 55 142 1990

101 59 23 122 57 1991

34 16 138 96 88 1992

72 44.19565 77 89 96.46464 1993

88.60295 109.3261 56 76 57.33276 1994

46 110.4891 72.09787 63 106.4751 1995

48 40.49194 84 22 132.8664 1996

77.98227 75.59783 15 97 111.0253 1997

280 197 53 86 208 1998

52.21049 12.14229 35.61681 41 140 1999

33.06664 76.90119 53.80412 18 22 2000

115.7332 69.81818 13.64048 61.66727 96.57387 2001

26.97542 50.59289 13.64048 14 36 2002

9.571923 54.64032 92.45215 45 169 2003

29.58594 47.55731 83.3585 89 41 2004

68 23.27273 98 22 76 2005

43 10.11858 112 27 67.93225 2006

84 14.16601 95.31288 69.08385 164 2007

23 67 12 12.2849 252 2008

125 25 111 83.69088 86 2009

239 119 232 220.3604 280 2010

60 63 50 54 114 2011

51 67.99636 124 114 34 2012

127 175 43 54 63 2013

Standar Deviasi


METODE ARITMATIK METODE THIESSEN


Curah Hujan Wilayah (mm/tahun) Cicalengka

225.2571381105 1986 123924.78683

138.5961511326 1987 89016.396173

200.9878502603 1988 238424.30818

211.8 1989 189901.64517

188.4194168453 1990 69186.394581

121.5623406709 1991 66242.292684

177.644686076 1992 89059.082386

204.5013051288 1993 118500.10136

157.2893521699 1994 121812.21599

142.7601816028 1995 68082.356369

67.4045216748 1996 15824.547697

116.4208833574 1997 50417.744987

188.4548542113 1998 17296.598645

150.3810162645 1999 103677.92025

126.1721501213 2000 89016.396173

135.1593363283 2001 6283.5103181

120.3566082207 2002 148360.66029

63.2875606885 2003 38108.224454

111.9397756765 2004 57283.433944

98.8410655387 2005 42202.496503

89.8588664945 2006 14172.480169

214.5596583073 2007 61414.080732

174.1223320929 2008 68071.361779

219.2137001255 2009 88667.312266

316.8648249121 2010 128811.96152

123.6 2011 24086.789553

155.2996358736 2012 58646.096302

204.3 2013 84129.221481

55.6269732756 Standar Deviasi


Cicalengka

Luas Wilayah (kotak) 1730

Luas Wilayah (km^2) 349.08390656

METODE THIESSENPos Hujan (mm/tahun)

Paseh Chinchona Ciparay Ujung Berung Bandung Cililin Montaya

61091.903 120466.23297992 12706.592 36926.21670546 81513.11 28273.375 11365.405

55357.645 86236.840789587 15883.24 41849.71226618 44051.766 6308.9349 9698.0677

28891.839 113567.28571675 18424.558 89238.35703819 16302.622 2102.9783 5000.7783

57563.129 78807.205275407 13533.156 111086.3685889 65557.352 33647.653 8940.7854

93291.968 35025.424566848 38245.875 33849.03198 41276.851 28507.039 29246.976

31317.871 77988.528332476 19215.941 9846.991121455 35033.294 13786.191 3485.3909

50946.677 141514.54431563 30596.7 22463.44849582 11793.386 3738.6281 20912.346

39257.613 207205.24636832 24516.587 36310.77976037 24974.229 10326.944 11668.483

48079.548 64478.622498061 30988.965 18365.71020213 30733.2 25545.599 8486.1692

35508.29 68193.440255151 28831.506 37698.03673068 15955.758 25817.361 10925.619

24343.124 40045.125549765 2157.4596 5558.04387696 16649.486 9461.5187 12729.254

35287.742 16185.991655892 20299.734 66213.2183603 27049.267 17664.51 2273.081

49402.839 123650.36248599 22457.193 28310.09947418 97122.003 46031.859 8031.553

31097.323 73765.666890785 25775.814 75083.30730109 18109.954 2837.2197 5397.3268

25804.161 67397.407878631 34024.075 26156.07016637 11469.638 17969.058 8153.4086

17643.871 79553.042741795 39064.678 60928.257564 40143.732 16314.014 2067.0613

29598.847 50190.269987234 25693.383 16001.36057236 9356.8097 11821.749 2067.0613

10828.846 14314.042292641 1470.9952 10770.14653909 3320.1583 12767.489 14010.082

40977.789 35556.112817861 14709.952 60005.10214637 10262.307 11112.444 12632.041

46684.36 44577.813085079 9904.7009 30639.20025354 23586.772 5438.0045 14850.796

36818.077 21227.530040514 20691.999 43080.58615637 14915.165 2364.3498 16972.338

129705.51 78011.172898888 51582.898 41541.99379364 29136.601 3310.0897 14443.593

29553.484 120996.92123093 52949.788 15385.92362727 7977.8789 15655.505 1818.4648

66385.065 116220.72697181 46331.064 91084.66787346 43358.037 5841.6064 16820.8

104098.84 156287.68992328 25329.346 120010.2042927 82900.567 27806.047 35156.987

28891.839 54660.889854323 25104.985 71698.40410309 20811.858 14720.848 7576.9368

67928.903 67928.096129644 29714.103 39080.24601327 17690.079 15888.319 18790.803

62415.194 82256.678906991 50406.102 71698.40410309 44051.766 40891.245 6516.1657

Standar Deviasi

Paseh Chinchona Ciparay Ujung Berung Bandung Cililin Montaya

1093 1315 486 1525 1719 1158 751

220.54839 265.3441255064 98.066346 307.7184725455 346.8643 233.66426 151.53874

METODE THIESSENPos Hujan (mm/tahun)

mm/tahun/km^2Saguling Cisondari Check42185.075 45387.365 240.8667090093 160.59862001.4817 5566.3749 152.0669403513

5080.6842 35967.346 236.2362686204

3387.1228 22051.408 249.682096371

8467.807 30400.971 174.0791234741

18783.136 12203.207 122.9891504018

14780.172 18840.038 172.8602162207

13702.451 20652.245 216.6342056252

11700.97 12274.447 159.1134306513

9699.488 22795.402 138.1989923545

3387.1228 28445.545 67.7528222554

14934.132 23769.565 117.0905750576

13240.571 44531 192.2670440355

6312.3652 29972.788 158.9272775363

2771.2823 4710.0096 122.8048882613

9494.3004 20675.629 124.8112233176

2155.4418 7707.2884 129.4183683741

6928.2057 36181.437 63.5229602262

13702.451 8777.7451 113.2135689724

3387.1228 16270.942 101.4756024234

4156.9234 14543.706 80.7145841438

10636.158 35110.98 194.3256731651

1891.3848 53951.019 157.3133739635

12885.059 18411.856 216.1606721191

33926.715 59945.576 330.761906694

8313.8469 24406.413 119.729678476

17551.455 7279.1057 145.4569246976

8313.8469 13487.755 198.2871304198

Standar Deviasi 60.4980611428

Saguling Cisondari Luas Wilayah Total

763 1061 11601

153.96013 214.09134 2340.88

Metode GumbelPUH = T(tahun) Xrata-rata Yt Yn Sn

2

158.7519719

0.366512921

0.5343 1.1047

5 1.49993998710 2.25036732725 3.19853426150 3.901938658100 4.600149227

METODE LOG PEARSON IIITahun R R=log R (Ri-Rx)^2 (Ri-Rx)^31986 225.25714 2.352678562 0.032069037 0.0057431987 138.59615 2.14175117 0.001014365 -3.2E-0051988 200.98785 2.303169805 0.016788266 0.0021751989 211.8 2.325925956 0.023203117 0.0035341990 188.41942 2.275125655 0.010307405 0.0010461991 121.56234 2.084799054 0.007885655 -0.00071992 177.64469 2.249552221 0.0057687 0.0004381993 204.50131 2.310696084 0.018795264 0.0025771994 157.28935 2.196699324 0.000533567 1.23E-0051995 142.76018 2.154607092 0.000360741 -6.9E-0061996 67.404522 1.828689031 0.118963758 -0.0410321997 116.42088 2.06603089 0.01157117 -0.0012451998 188.45485 2.275207328 0.010323996 0.0010491999 150.38102 2.177193015 1.29079E-005 4.64E-0082000 126.17215 2.100963504 0.005276099 -0.0003832001 135.15934 2.130846051 0.001827923 -7.8E-0052002 120.35661 2.08046994 0.008673257 -0.0008082003 63.287561 1.801318357 0.138593818 -0.0515962004 111.93978 2.048984432 0.015529105 -0.0019352005 98.841066 1.994937419 0.031920412 -0.0057032006 89.858866 1.953560936 0.048417306 -0.0106542007 214.55966 2.331548069 0.024947509 0.003942008 174.12233 2.240854475 0.004523129 0.0003042009 219.2137 2.340867693 0.027978393 0.004682010 316.86482 2.500874031 0.107108119 0.0350542011 123.6 2.092018471 0.006655589 -0.0005432012 155.29964 2.191170437 0.000308711 5.42E-0062013 204.3 2.310268367 0.018678171 0.002553

Jumlah 0.698035487 -0.051604Rata-Rata (Rx) 2.1736002632

S 0.160789198G -0.4951507698

Metode Distribusi Normal

PUH S X|

2 0

55.62697328 158.7519719

1595 0.84 205

10 1.28 23025 1.7092 25450 2.05 273

100 2.33 288

KT XT

Metode GumbelS CHHM

55.6269732756

150.3031207.3766245.1642292.909

328.3288363.4871

Koef. G

PUH2 5 10 25 50

Persentase Peluang Terlampaui50 20 10 4 2

-0.4 0.066 0.855 1.231 1.606 1.843-0.5 0.083 0.856 1.216 1.567 1.777

K-0.4951507698 0.082176 0.855952 1.216727 1.568891 1.7802

Perhitungan Log Pearson IIIPUH K S log R=Rx log RT RT

2 0.082176

0.160789 2.1736

2.186813 153.74935 0.855952 2.311228 204.7519

10 1.216727 2.369237 234.011325 1.568891 2.425861 266.600550 1.7802 2.459837 288.2951

100 1.958588 2.48852 307.9783

Cara Menghitung Metode Gumbel

PUH100

Persentase Peluang Terlampaui1

2.0291.955 Cara Menghitung Metode Log Pearson III

K1.958588

Cara Menghitung Metode Distribusi Normal


Cara Menghitung Metode Log Pearson III

Peringkat R log R Uji Kecocokan Metode Gumbel1 316.86482 2.5009 No Nilai Batas subgrup2 225.25714 2.3527 1 x3 219.2137 2.3409 2 112.03 < x4 214.55966 2.3315 3 144.85 < x5 211.8 2.3259 4 172.66 < x6 204.50131 2.3107 5 205.48 < x7 204.3 2.31038 200.98785 2.30329 188.45485 2.2752 dk 3 % 7.815

10 188.41942 2.2751 a 0,0511 177.64469 2.249612 174.12233 2.2409 5.43183213 157.28935 2.1967 jumlah kelas 514 155.29964 2.191215 150.38102 2.177216 142.76018 2.154617 138.59615 2.141818 135.15934 2.130819 126.17215 2.101020 123.6 2.092021 121.56234 2.084822 120.35661 2.080523 116.42088 2.066024 111.93978 2.049025 98.841066 1.994926 89.858866 1.953627 67.404522 1.828728 63.287561 1.8013

Ravg 159 2S 55.627 0.16079

Uji Kecocokan Metode GumbelNilai Batas subgrup Jumlah Data (Oi) Ei Oi-Ei (Oi-Ei)^2/Ei

< 112.03 5 5.6 -0.6 0.0642857143< 144.85 8 5.6 2.4 1.0285714286< 172.66 3 5.6 -2.6 1.2071428571< 205.48 7 5.6 1.4 0.35

5 5.6 -0.6 0.0642857143Jumlah 28 Chi kuadrat 2.7142857143

karena 2 ,7142 lebih kecil dari 7.815 maka frekuensi distribusi Gumbel mewakili

Uji Kecocokan Metode Log Pearson IIINo Nilai Batas subgrup12 2.03853 2.13344 2.21385 2.3087

dk 3karena 2 ,7142 lebih kecil dari 7.815 maka frekuensi distribusi Gumbel mewakili a 0,05

Rumus yang biasa digunakan adalah metode distribusi normalXt=Ravg+k.S

k Xt-0.84 112.0253-0.25 144.84520.25 172.65870.84 205.4786

Uji Kecocokan Metode Log Pearson IIINilai Batas subgrup Jumlah Data (Oi) Ei

x < 2.0385 4 5.6< x < 2.1334 7 5.6< x < 2.2138 5 5.6< x < 2.3087 5 5.6< x 7 5.6

Jumlah 28% 7.815

karena 1,2857143 lebih kecil dari 7.815 maka frekuensi distribusi Log Pearson 3 mewakili

Rumus yang biasa digunakan adalah metode distribusi normal

Xt (dari log) Range2.0385373368 0.8 nilai k didasarkan pada Nilai Variabel Reduksi Gauss pada tabel2.1334029637 0.6 yang didasarkan pada range peluang2.2137975627 0.42.3086631895 0.2

Uji Kecocokan Metode Log Pearson IIIOi-Ei (Oi-Ei)^2/Ei-1.6 0.4571428571.4 0.35-0.6 0.064285714-0.6 0.0642857141.4 0.35

Chi kuadrat 1.285714286

karena 1,2857143 lebih kecil dari 7.815 maka frekuensi distribusi Log Pearson 3 mewakili

nilai k didasarkan pada Nilai Variabel Reduksi Gauss pada tabelyang didasarkan pada range peluang

Uji Kecocokan Metode Distribusi NormalNo Nilai Batas subgrup12 112.033 144.854 172.665 205.48

dk 2a 0,05

Uji Kecocokan Metode Distribusi NormalNilai Batas subgrup Jumlah Data (Oi) Ei Oi-Ei

x < 112.03 5 5.6 -0.6< x < 144.85 8 5.6 2.4< x < 172.66 3 5.6 -2.6< x < 205.48 7 5.6 1.4< x 5 5.6 -0.6

Jumlah 28 Chi kuadrat

% 5.991 karena 2,7142857 lebih kecil dari 5.991 maka frekuensi distribusi Normal mewakili

Dengan menggunakan dk =2, a=0.05, maka diperoleh batas penerimaan <5.991

Untuk analisis dan perhitungan intensitas hujan dipilih berdasarkan CHM terbesar

Uji Kecocokan Metode Distribusi Normal(Oi-Ei)^2/Ei

0.0642857141.0285714291.207142857

0.350.0642857142.714285714

karena 2,7142857 lebih kecil dari 5.991 maka frekuensi distribusi Normal mewakili

Metode Van BreenIntensitas Hujan (mm/jam) pada PUH

2 5 10 25 50 100

159 205 230 254 273 2885 196.4208 210.8432 217.8656 224.4869 229.6211 233.7731

10 179.3779 196.1285 204.0742 211.4579 217.1194 221.661720 152.8528 172.106 181.141 189.4651 195.7989 200.850140 117.9651 138.2414 147.9 156.8406 163.6576 169.097360 96.0437 115.5124 124.9673 133.801 140.5806 146.013880 80.99284 99.20215 108.1916 116.6634 123.2074 128.4755

120 61.66576 77.3567 85.29229 92.87262 98.79009 103.5903240 35.93825 46.58262 52.16761 57.62115 61.95517 65.51832

Durasi (menit) te

RT

Metode Bell Tanimoto

R (60, t) R (t, T) I (t, T)

2

5

53.70

10.99 131.8710 16.45 98.6920 22.94 68.8340 30.66 46.0060 35.84 35.8480 39.85 29.88

120 46.00 23.00240 58.09 14.52

5

5

54.05

14.26 171.1110 21.34 128.0720 29.77 89.3140 39.79 59.6860 46.51 46.5180 51.71 38.78

120 59.70 29.85240 75.38 18.84

10

5

60.49

18.67 223.9810 27.94 167.6420 38.97 116.9140 52.08 78.1360 60.88 60.8880 67.68 50.76

120 78.14 39.07240 98.67 24.67

25

5

47.87

17.60 211.2310 26.35 158.0920 36.75 110.2540 49.12 73.6860 57.41 57.4180 63.83 47.87

120 73.69 36.84240 93.05 23.26

50

5

51.44

21.22 254.6310 31.76 190.5720 44.30 132.9040 59.21 88.8260 69.21 69.2180 76.94 57.71

120 88.83 44.42240 112.17 28.04

PUH (tahun)

Durasi (menit)

100

5

54.38

24.86 298.3710 37.22 223.3120 51.91 155.7340 69.38 104.0760 81.10 81.1080 90.16 67.62

120 104.09 52.05240 131.44 32.86

Metode Haspers dan Der Weduwen

2

51020406080

120240

5

51020406080

120240

10

51020406080

120240

25

51020406080

120240

50

51020406080

120

PUH (tahun)

Durasi (menit)

50

240

100

51020406080

120240

Metode Haspers dan Der Weduwen

Xt

Ri R

0.08

1.00

1.45 0.86 10.370.17 1.21 0.71 4.250.33 1.08 0.62 1.860.67 1.02 0.56 0.841.00 1.00 0.52 0.521.33 0.99 0.58 0.442.00 0.98 0.66 0.334.00 0.97 0.80 0.200.08

1.00

1.45 0.86 10.370.17 1.21 0.71 4.250.33 1.08 0.62 1.860.67 1.02 0.56 0.841.00 1.00 0.52 0.521.33 0.99 0.58 0.442.00 0.98 0.66 0.334.00 0.97 0.80 0.200.08

1.00

1.45 0.86 10.370.17 1.21 0.71 4.250.33 1.08 0.62 1.860.67 1.02 0.56 0.841.00 1.00 0.52 0.521.33 0.99 0.58 0.442.00 0.98 0.66 0.334.00 0.97 0.80 0.200.08

1.00

1.45 0.86 10.370.17 1.21 0.71 4.250.33 1.08 0.62 1.860.67 1.02 0.56 0.841.00 1.00 0.52 0.521.33 0.99 0.58 0.442.00 0.98 0.66 0.334.00 0.97 0.80 0.200.08

1.00

1.45 0.86 10.370.17 1.21 0.71 4.250.33 1.08 0.62 1.860.67 1.02 0.56 0.841.00 1.00 0.52 0.521.33 0.99 0.58 0.442.00 0.98 0.66 0.33

Durasi (jam)

I (mm/jam)

4.00

1.00

0.97 0.80 0.200.08

1.00

1.45 0.86 10.370.17 1.21 0.71 4.250.33 1.08 0.62 1.860.67 1.02 0.56 0.841.00 1.00 0.52 0.521.33 0.99 0.58 0.442.00 0.98 0.66 0.334.00 0.97 0.80 0.20

Jehan Ar'Rahman D_15314075_Tugas Hidrologi 6

Documents

Transcript of Jehan Ar'Rahman D_15314075_Tugas Hidrologi 6