HUJAN EFEKTIF

Curah Hujan Efektif R80

Desa/Kel. Cimpungan, Kec. Siberut Tengah, Kepulauan Mentawai, Prov. Sumatera Barat

GPM01D_E09905_S0125
Panjang Data 28 tahun tersedia
R80 Rata-rata 7.18 mm/hari
Reff Padi Rata-rata 5.03 mm/hari
Reff Padi Maksimum 8.35 mm/hari
Metode mengikuti pola modul TRMM hidrologi.net: data setengah bulanan diurutkan, probabilitas Weibull dihitung dengan m/(n+1), R80 diinterpolasi, kemudian hujan efektif padi = 70% × R80 per hari.

Curah Hujan per Periode I–II

Akumulasi curah hujan setengah bulanan untuk penyusunan ranking probabilitas.

mm/periode
Tahun JanFebMarAprMeiJunJulAguSepOktNovDes
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1998 282.00 116.78 127.55 75.76 127.74 120.56 222.11 167.65 226.33 122.08 160.71 129.22 78.94 364.58 327.31 324.32 242.18 239.82 122.12 362.33 273.05 214.91 206.20 436.96
1999 264.55 319.38 166.33 135.69 180.91 110.90 135.25 69.77 148.86 82.47 99.65 109.52 168.91 22.49 56.77 130.23 144.74 410.75 316.04 354.07 386.15 240.25 167.46 188.84
2000 253.76 69.09 49.81 34.87 15.20 119.89 113.34 213.99 12.56 195.15 130.87 166.28 146.56 210.58 274.72 82.67 277.21 341.51 150.18 287.22 129.34 447.89 166.17 330.55
2001 42.49 274.53 157.24 185.43 176.58 69.41 132.36 189.09 76.38 121.15 207.36 104.20 23.01 208.09 42.64 147.42 216.87 232.70 74.36 260.97 111.51 168.82 144.07 81.75
2002 51.13 280.26 121.55 233.94 77.33 267.01 115.74 248.12 256.26 131.51 165.04 44.78 155.11 97.17 140.25 113.64 184.38 270.26 243.32 270.57 308.85 272.14 143.64 279.50
2003 115.70 222.71 142.94 117.37 88.42 207.47 216.18 256.32 172.43 7.01 24.19 209.46 197.90 25.07 411.75 155.66 253.49 172.06 316.46 181.00 343.40 280.70 333.51 95.77
2004 126.82 279.24 42.11 179.29 170.39 97.96 261.67 244.77 75.75 144.63 76.69 68.89 156.66 122.08 91.76 100.23 102.41 272.40 144.42 320.95 230.14 269.57 128.78 231.05
2005 177.12 197.83 76.99 94.00 86.93 232.83 59.20 123.12 149.02 48.64 154.93 102.32 178.18 190.63 77.54 423.90 163.98 277.79 368.28 337.13 193.45 310.00 282.66 124.40
2006 237.57 175.64 128.04 307.70 40.71 549.24 114.35 207.16 36.86 60.96 104.88 147.97 123.70 123.90 86.34 220.49 104.45 127.26 32.36 69.87 157.30 151.06 201.33 337.25
2007 340.23 255.38 55.72 242.81 163.82 161.78 153.12 181.77 80.16 108.38 252.38 121.42 69.58 266.52 65.70 162.55 301.72 96.91 269.13 272.47 209.17 66.38 358.58 178.90
2008 41.12 195.16 105.86 217.83 208.45 243.45 88.20 311.69 63.13 383.20 113.04 452.10 349.51 129.74 69.95 282.84 279.45 180.13 186.97 359.12 260.14 147.29 390.76 191.21
2009 138.27 277.83 111.10 149.48 115.72 80.88 326.54 52.39 135.87 26.18 94.40 132.95 124.18 158.34 241.29 294.22 240.91 245.98 70.68 316.68 436.12 208.41 276.97 236.62
2010 140.73 222.78 228.15 278.10 316.06 321.37 222.19 214.04 292.98 39.15 224.32 120.84 317.13 175.78 202.64 276.45 207.30 296.22 252.14 254.70 363.16 354.77 183.47 119.33
2011 152.00 139.89 134.87 159.44 125.31 193.31 78.24 304.60 25.14 121.15 174.48 181.69 103.37 24.25 127.88 141.08 255.20 223.54 136.98 420.69 326.94 401.19 209.24 245.84
2012 169.59 63.91 90.88 279.39 282.77 157.16 96.04 87.25 126.26 177.16 161.55 75.42 182.25 125.93 114.83 203.30 124.01 202.13 156.44 252.54 398.24 398.53 233.13 299.71
2013 154.39 111.96 363.73 174.71 65.74 140.36 395.82 120.95 116.77 83.68 144.51 103.68 118.35 104.48 176.99 331.91 321.82 112.17 173.36 450.90 289.00 207.79 355.14 164.14
2014 264.21 113.49 69.24 64.38 102.73 153.15 250.03 137.01 131.97 180.75 195.93 87.27 164.27 41.85 195.34 178.42 217.95 273.74 240.99 318.13 331.39 441.55 105.01 311.44
2015 103.51 182.24 223.16 190.36 128.68 183.24 195.30 214.90 89.72 95.69 328.29 11.91 65.27 140.40 268.74 219.00 161.41 308.30 121.31 139.90 390.76 263.69 430.82 114.89
2016 213.54 224.90 294.70 162.15 414.52 231.31 192.80 133.66 296.37 189.55 225.58 289.31 68.90 249.02 154.85 344.26 170.28 325.79 295.47 366.16 249.56 317.33 260.61 230.47
2017 280.41 195.29 72.60 298.53 162.37 113.83 295.34 178.86 189.92 242.10 62.82 110.84 185.00 97.96 220.23 231.55 330.10 197.62 293.33 90.65 362.25 342.74 131.62 315.93
2018 102.67 89.77 68.51 314.09 245.56 239.50 192.37 242.96 200.69 268.95 46.02 180.21 169.83 127.23 125.81 231.03 150.06 173.79 445.05 189.28 345.57 141.05 310.17 46.38
2019 201.96 159.55 163.97 191.31 275.10 191.05 100.89 182.08 137.31 164.30 201.36 174.85 77.92 83.70 78.10 134.23 51.02 22.51 24.33 46.23 33.71 127.73 286.95 188.27
2020 211.12 272.94 159.27 124.70 162.07 236.17 163.32 290.62 292.30 115.87 92.88 142.83 207.78 370.34 72.45 192.25 252.76 182.85 210.52 178.58 326.26 364.65 161.21 179.08
2021 186.40 170.08 53.37 137.95 170.05 481.68 154.07 122.47 238.06 228.23 131.92 86.68 150.70 96.25 268.39 257.09 182.64 423.75 148.92 240.94 271.59 52.34 246.91 372.23
2022 113.50 137.50 103.75 101.50 190.94 109.32 59.21 188.48 268.34 102.76 292.76 197.23 74.14 282.17 96.56 358.11 333.37 280.38 334.19 276.22 466.52 267.03 401.52 157.70
2023 131.59 316.56 161.90 99.67 107.15 368.43 97.83 198.43 173.88 87.28 111.91 151.91 324.78 179.45 416.99 431.61 171.72 61.74 16.70 123.69 109.10 65.95 115.95 151.08
2024 354.35 204.13 151.08 239.10 291.24 193.01 236.26 326.58 339.91 279.53 261.10 247.01 166.55 16.05 320.61 327.66 266.77 279.31 405.09 72.59 271.80 253.10 342.01 262.20
2025 194.78 428.39 127.54 234.59 203.13 250.92 172.03 152.54 182.18 34.50 152.65 127.13 313.42 64.02 168.69 91.32 198.69 185.95 – – – – – –

Ringkasan R80 dan Hujan Efektif

Nilai ditampilkan untuk periode I dan II setiap bulan.

mm
Parameter Jan IJan IIFeb IFeb IIMar IMar IIApr IApr IIMei IMei IIJun IJun IIJul IJul IIAgu IAgu IISep ISep IIOkt IOkt IINov INov IIDes IDes II
R80mm/periode 111.50116.1269.09101.1388.12113.2497.47122.9976.2558.5094.0987.1577.1659.5876.52133.43148.99163.10102.53133.41178.99144.79143.90122.37
R80mm/hari 7.437.264.947.225.877.086.508.205.083.666.275.815.143.725.108.349.9310.876.848.3411.939.659.597.65
Reff Padimm/hari 5.205.083.455.064.114.954.555.743.562.564.394.073.602.613.575.846.957.614.785.848.356.766.725.35
R80

Nilai R80 menggambarkan curah hujan yang dapat diandalkan pada probabilitas 80%. Hujan efektif padi pada modul ini dihitung sebesar 70% dari R80 harian dan dapat digunakan sebagai input awal analisis kebutuhan air irigasi dengan tetap memperhatikan metode desain dan data lapangan yang digunakan pada studi.