HUJAN EFEKTIF

Curah Hujan Efektif R80

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

GPM01D_E09905_S0145
Panjang Data 28 tahun tersedia
R80 Rata-rata 7.46 mm/hari
Reff Padi Rata-rata 5.22 mm/hari
Reff Padi Maksimum 8.54 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 234.49 126.26 123.04 79.20 112.52 130.96 244.76 168.97 235.23 49.40 191.41 116.92 115.35 355.81 357.25 331.04 190.64 271.03 124.17 355.61 285.37 178.08 263.56 400.36
1999 135.92 430.62 113.85 188.82 180.55 81.52 123.65 62.03 129.47 76.90 118.74 112.47 147.91 29.74 56.91 142.33 149.73 378.94 284.95 363.16 375.61 216.48 181.85 155.23
2000 243.21 69.44 46.46 38.92 20.59 100.62 141.67 188.07 16.44 205.75 125.81 153.46 131.85 219.84 272.20 83.78 133.62 373.63 151.71 281.90 174.15 414.63 172.23 343.62
2001 55.65 250.99 214.96 130.06 223.50 61.85 131.74 243.25 58.94 110.48 187.31 113.35 28.60 204.62 35.29 158.25 245.82 225.36 97.40 220.57 155.61 140.00 132.35 92.99
2002 51.73 255.05 124.54 253.25 77.60 245.50 122.49 225.44 190.52 174.76 171.33 43.63 155.98 99.12 83.65 118.72 233.27 237.77 251.11 248.53 343.97 255.31 99.73 243.05
2003 98.80 211.40 152.20 138.67 90.70 269.70 178.87 278.36 164.63 11.51 40.31 187.01 174.75 35.35 370.17 175.81 236.15 161.12 328.06 182.77 329.33 250.74 362.55 108.54
2004 145.79 263.04 66.85 171.28 186.75 64.97 279.37 217.16 73.74 147.52 72.67 59.72 168.87 126.88 64.12 119.80 154.93 245.40 130.74 315.63 278.32 196.74 76.64 262.29
2005 194.98 157.34 73.75 107.58 114.68 216.68 59.82 98.88 150.01 57.99 143.28 122.60 196.87 186.46 99.02 408.91 197.33 251.36 406.17 311.31 188.85 317.38 266.29 181.35
2006 255.25 161.72 102.41 294.23 120.76 479.02 115.14 207.49 41.16 48.57 87.30 177.33 122.22 119.26 86.81 154.72 59.34 123.05 19.10 61.01 154.87 144.69 216.50 316.62
2007 343.11 286.73 56.48 186.47 180.63 114.48 167.01 163.57 93.18 95.27 206.17 140.39 68.77 246.26 71.46 121.19 282.69 76.85 205.65 319.90 218.80 81.92 306.47 256.84
2008 63.14 178.73 149.66 194.40 206.90 229.03 94.85 292.27 100.49 385.09 142.48 328.20 311.73 159.79 65.32 290.77 266.52 212.83 162.73 339.49 248.78 158.18 346.80 250.66
2009 138.77 288.45 115.11 140.67 129.27 91.77 321.03 59.73 133.79 51.72 88.10 117.18 118.22 209.14 214.61 291.15 246.15 324.30 100.48 322.07 480.82 184.04 236.33 261.41
2010 172.35 246.76 192.56 272.14 351.58 336.38 199.38 193.41 275.78 73.85 262.63 109.92 259.24 209.69 200.92 249.69 188.82 295.43 288.26 237.40 330.18 385.96 148.94 134.59
2011 186.33 116.05 85.41 163.49 147.92 191.61 104.79 268.99 24.22 123.74 174.70 186.78 103.81 24.37 110.63 108.54 267.29 218.64 142.70 339.85 348.76 379.77 187.36 260.33
2012 128.90 72.19 103.58 307.55 246.25 159.99 86.22 100.25 85.15 216.63 199.30 44.96 211.29 161.33 101.52 202.53 100.09 266.90 179.65 208.69 406.01 370.46 190.70 396.13
2013 161.47 192.37 423.14 182.19 85.03 130.60 505.17 126.96 130.81 105.90 107.21 132.32 161.13 129.28 138.71 311.12 342.53 137.46 250.84 273.27 288.23 198.79 348.13 185.94
2014 234.96 78.62 86.88 107.31 163.03 199.55 209.86 167.68 175.14 174.14 189.84 80.06 177.14 75.42 213.68 155.46 225.68 321.73 258.54 297.79 279.62 419.03 121.60 333.89
2015 141.33 197.46 197.95 202.48 145.09 177.33 194.10 214.48 105.42 80.12 347.68 17.56 72.29 93.72 264.45 205.76 170.31 231.15 103.19 90.37 368.26 319.64 481.75 81.50
2016 214.47 186.34 299.28 170.99 359.00 342.33 263.29 136.64 291.60 203.99 255.97 247.57 73.33 245.20 179.57 318.53 200.26 346.82 304.99 348.52 217.54 321.50 240.65 252.05
2017 317.02 179.28 92.40 309.14 161.23 130.68 294.19 187.80 252.67 215.80 68.52 137.59 187.92 113.39 263.52 251.37 344.34 207.77 277.45 98.20 354.16 327.54 179.49 303.74
2018 133.57 81.60 111.37 270.86 251.21 263.85 182.56 253.42 159.88 329.81 46.91 166.09 165.98 134.04 143.91 219.13 173.34 181.63 369.78 282.85 417.18 157.59 353.77 52.82
2019 225.11 173.13 148.21 215.86 242.18 238.65 90.29 192.59 79.73 206.64 219.41 137.58 99.85 67.73 111.83 119.11 44.33 21.14 23.09 40.89 37.48 100.09 278.18 196.09
2020 192.74 292.99 176.66 107.53 166.16 234.44 168.94 276.50 277.49 142.12 75.48 181.71 242.93 390.94 78.06 196.45 255.28 189.01 242.66 205.12 286.98 381.38 200.81 181.29
2021 162.92 220.97 53.77 104.20 177.64 425.37 177.13 131.88 231.17 244.93 137.98 103.71 160.03 83.65 244.43 272.23 170.17 382.79 178.75 238.90 251.87 87.82 245.55 384.14
2022 147.31 190.04 100.93 108.22 200.54 130.96 73.66 196.19 220.21 125.26 290.75 205.02 83.03 278.85 157.03 277.55 285.49 306.34 345.90 308.41 509.08 291.27 441.29 170.97
2023 150.34 335.14 135.47 150.75 182.98 363.66 128.63 201.21 206.61 94.60 167.44 190.39 376.16 169.12 418.98 380.55 147.89 84.08 13.99 109.40 86.42 74.09 116.69 151.35
2024 366.22 222.30 227.23 211.24 317.27 203.25 251.60 346.53 319.26 304.89 377.33 191.63 175.48 29.92 290.44 357.92 258.73 189.50 374.71 90.19 271.29 296.07 418.04 248.65
2025 277.89 372.22 131.41 232.12 231.72 217.26 240.19 167.91 160.38 38.11 155.89 123.53 297.92 82.58 125.51 107.31 214.26 169.15 – – – – – –

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 132.64124.2183.07107.57114.25111.70102.80130.8978.5356.7384.9398.9896.4973.8876.74119.66149.36156.39102.11104.92182.97142.81142.30144.64
R80mm/hari 8.847.765.937.687.626.986.858.735.243.555.666.606.434.625.127.489.9610.436.816.5612.209.529.499.04
Reff Padimm/hari 6.195.434.155.385.334.894.806.113.662.483.964.624.503.233.585.236.977.304.764.598.546.666.646.33
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.