HUJAN EFEKTIF

Curah Hujan Efektif R80

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

GPM01D_E09905_S0135
Panjang Data 28 tahun tersedia
R80 Rata-rata 7.36 mm/hari
Reff Padi Rata-rata 5.15 mm/hari
Reff Padi Maksimum 7.67 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 252.81 112.48 134.46 72.53 119.25 133.66 227.52 181.85 225.19 62.84 171.16 114.86 77.77 388.45 342.10 320.03 208.46 254.49 121.93 355.67 256.01 219.36 248.13 399.58
1999 201.28 363.05 125.55 171.32 191.78 80.87 133.58 59.07 140.52 89.41 110.01 104.44 156.11 23.54 53.27 131.70 147.03 404.93 284.85 366.95 423.34 204.99 160.64 172.35
2000 236.85 79.98 51.42 35.28 15.60 115.49 122.89 194.22 12.76 205.41 140.63 152.98 133.75 219.82 277.32 78.65 181.11 366.45 139.41 283.83 150.84 424.37 168.48 337.59
2001 54.16 264.28 183.55 152.08 202.97 59.35 181.44 204.74 66.76 116.57 197.32 103.02 30.91 203.41 34.44 146.04 238.32 220.57 83.65 235.68 148.62 146.71 136.53 73.90
2002 52.39 250.15 129.14 231.74 74.47 251.42 125.42 228.47 215.21 152.10 166.61 43.22 132.75 121.71 122.93 104.26 218.33 245.60 248.37 247.40 317.08 283.92 107.11 275.52
2003 124.71 230.16 141.41 151.29 97.67 199.20 186.93 287.60 165.93 9.61 29.26 201.46 179.89 26.27 404.22 167.06 258.72 141.13 313.59 189.47 309.80 281.12 357.35 101.42
2004 143.67 234.35 49.51 158.75 181.83 82.06 279.49 219.69 71.38 154.71 75.21 60.28 151.31 135.95 92.34 95.59 86.81 293.26 103.30 345.54 262.41 210.09 92.55 236.17
2005 189.61 175.82 83.12 90.56 86.09 218.72 67.88 110.47 149.69 47.75 139.21 120.67 186.17 179.41 108.22 385.35 173.76 269.21 396.03 311.32 173.36 330.41 279.50 167.36
2006 247.01 174.05 92.12 306.13 60.95 521.85 110.09 200.26 33.34 56.17 98.43 157.10 123.59 127.55 82.64 148.85 77.69 123.42 17.19 69.37 149.75 144.20 193.21 338.49
2007 334.15 271.03 52.49 216.56 167.68 135.42 147.58 184.75 85.40 115.37 227.09 148.43 88.89 250.07 57.20 145.60 302.83 94.74 227.32 300.05 224.91 56.52 301.91 241.47
2008 35.25 181.84 107.03 248.86 194.55 222.22 102.22 299.01 82.69 369.71 120.71 394.05 372.86 130.26 73.16 275.30 262.02 195.80 184.11 346.40 256.69 149.37 362.88 224.75
2009 134.39 282.33 114.06 132.22 116.26 86.14 295.97 58.43 144.80 28.09 104.69 128.47 125.32 172.36 224.24 308.15 232.61 257.43 92.67 306.23 449.38 209.65 250.17 254.24
2010 168.11 239.74 207.13 266.70 322.67 336.23 216.22 218.84 291.23 59.55 248.02 105.90 303.78 172.45 208.34 265.51 183.99 293.67 272.22 242.31 347.74 415.67 165.95 128.34
2011 167.90 122.96 111.82 158.42 155.13 211.56 84.20 284.72 22.52 126.73 172.57 193.20 96.47 33.44 124.57 111.65 244.44 217.32 150.07 367.72 348.23 385.03 199.07 256.82
2012 152.84 67.11 93.44 310.78 250.16 165.45 94.56 102.31 104.76 186.82 186.37 51.92 185.34 162.85 120.28 193.78 107.89 236.10 185.80 227.33 426.61 373.43 212.00 327.78
2013 169.60 163.37 365.51 181.84 86.83 129.58 509.52 148.42 116.47 143.58 114.89 145.63 140.60 136.06 185.87 311.32 341.27 126.27 215.71 310.81 298.86 244.98 348.43 173.27
2014 236.19 91.96 79.14 113.84 110.55 172.35 236.25 158.76 162.17 203.15 200.72 88.20 187.71 54.92 194.96 148.02 219.40 307.88 289.90 320.24 310.48 409.43 101.81 315.92
2015 122.15 195.29 198.46 197.51 137.74 183.68 206.04 210.25 93.12 113.85 341.87 15.85 62.66 108.30 248.08 215.13 150.48 262.60 105.14 110.43 381.15 284.95 483.09 108.19
2016 218.62 202.19 291.45 185.22 362.85 330.72 241.83 134.75 283.03 226.58 251.09 275.78 67.07 251.21 180.58 337.98 176.98 331.96 318.63 340.38 239.62 307.21 263.02 231.82
2017 291.51 208.08 74.97 311.21 171.52 123.55 287.89 177.84 213.00 224.54 67.36 111.34 190.95 102.74 235.34 249.46 326.55 199.98 278.24 118.55 362.21 324.97 149.14 305.83
2018 117.29 82.58 91.28 290.75 264.85 264.13 182.40 234.49 144.09 311.75 38.02 174.91 163.41 118.31 128.88 235.53 164.98 171.96 401.10 234.08 380.08 137.66 336.27 53.35
2019 259.45 153.64 157.94 179.70 267.17 220.91 84.91 187.18 101.52 166.12 220.65 174.51 86.56 77.58 91.94 131.78 51.17 23.91 22.84 47.02 43.84 105.53 270.02 185.38
2020 200.70 282.23 163.48 102.41 172.78 235.16 182.79 269.43 286.44 121.32 87.99 176.62 244.09 397.30 79.81 197.96 262.32 198.39 231.01 196.85 287.39 358.13 172.17 184.08
2021 170.75 213.83 73.47 132.26 182.84 468.98 182.82 141.72 261.33 213.81 138.51 95.25 158.06 95.69 239.17 261.04 168.64 390.92 175.54 244.47 266.65 75.99 238.30 386.31
2022 123.32 172.32 107.79 97.38 202.96 130.11 75.63 185.95 254.41 100.38 299.00 193.48 73.10 280.48 119.63 317.62 310.44 286.93 343.95 270.61 524.64 248.85 440.11 161.29
2023 157.27 315.57 160.04 141.92 147.98 327.10 117.52 189.67 187.37 97.34 142.81 167.02 331.24 178.27 366.18 443.97 177.61 62.19 15.89 107.01 88.71 73.93 116.49 151.62
2024 354.30 261.11 254.93 191.52 306.02 212.92 242.37 369.66 329.91 304.34 353.07 216.48 171.15 25.48 309.43 360.60 296.61 206.77 402.32 84.42 281.78 276.62 362.38 264.00
2025 222.49 382.07 121.24 231.63 231.98 219.36 206.89 169.40 196.96 35.28 169.38 125.37 335.32 81.03 135.30 108.58 218.86 177.27 – – – – – –

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 123.09120.8678.31111.5595.50121.93100.69140.3280.4358.8796.3493.8484.8073.0482.07127.69149.79138.1699.04115.30164.35141.58144.09142.30
R80mm/hari 8.217.555.597.976.377.626.719.355.363.686.426.265.654.575.477.989.999.216.607.2110.969.449.618.89
Reff Padimm/hari 5.745.293.925.584.465.334.706.553.752.584.504.383.963.203.835.596.996.454.625.047.676.616.726.23
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.