HUJAN EFEKTIF
Curah Hujan Efektif R80
Desa/Kel. Kati Jeroh, Kec. Deleng Pokhkisen, Aceh Tenggara, Prov. Aceh
GPM01D_E09785_N0355
Panjang Data
28
tahun tersedia
R80 Rata-rata
5.98
mm/hari
Reff Padi Rata-rata
4.19
mm/hari
Reff Padi Maksimum
7.12
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.
DATA SETENGAH BULANAN
Curah Hujan per Periode I–II
Akumulasi curah hujan setengah bulanan untuk penyusunan ranking probabilitas.
mm/periode
| Tahun | Jan | Feb | Mar | Apr | Mei | Jun | Jul | Agu | Sep | Okt | Nov | Des | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| I | II | I | II | I | II | I | II | I | II | I | II | I | II | I | II | I | II | I | II | I | II | I | II | |
| 1998 | 109.58 | 121.98 | 60.86 | 75.67 | 72.01 | 69.99 | 81.64 | 84.29 | 134.25 | 76.42 | 169.05 | 94.74 | 117.25 | 258.88 | 213.06 | 350.86 | 114.02 | 97.02 | 176.20 | 281.38 | 279.67 | 148.60 | 155.19 | 303.97 |
| 1999 | 186.34 | 148.44 | 168.25 | 108.53 | 182.12 | 177.94 | 286.36 | 147.73 | 155.88 | 169.20 | 160.77 | 104.31 | 93.94 | 29.21 | 32.92 | 218.48 | 226.56 | 219.57 | 181.87 | 244.52 | 140.86 | 156.56 | 316.68 | 129.44 |
| 2000 | 162.74 | 79.77 | 62.21 | 164.95 | 112.47 | 329.95 | 90.66 | 243.95 | 114.77 | 88.56 | 118.15 | 75.41 | 17.43 | 179.29 | 214.44 | 75.90 | 184.69 | 304.23 | 153.83 | 200.73 | 41.22 | 235.92 | 64.73 | 194.07 |
| 2001 | 119.49 | 241.91 | 41.03 | 116.99 | 105.83 | 162.36 | 133.70 | 144.60 | 138.64 | 119.19 | 118.83 | 127.79 | 96.24 | 132.98 | 90.14 | 231.12 | 143.06 | 99.63 | 147.37 | 475.46 | 323.78 | 184.04 | 209.53 | 230.31 |
| 2002 | 27.31 | 204.73 | 26.43 | 145.93 | 36.20 | 180.16 | 127.38 | 202.46 | 107.24 | 207.01 | 82.84 | 63.74 | 41.75 | 151.17 | 76.17 | 108.79 | 311.06 | 113.60 | 233.76 | 168.79 | 104.98 | 142.53 | 82.21 | 162.40 |
| 2003 | 157.63 | 127.59 | 94.20 | 162.85 | 40.62 | 243.50 | 156.77 | 196.48 | 213.37 | 11.54 | 162.62 | 160.89 | 144.50 | 109.35 | 158.86 | 163.77 | 107.94 | 267.84 | 269.22 | 173.67 | 233.86 | 106.07 | 251.51 | 69.90 |
| 2004 | 148.09 | 59.09 | 76.65 | 125.22 | 201.32 | 174.15 | 147.12 | 215.27 | 152.08 | 88.47 | 116.07 | 117.58 | 112.77 | 139.76 | 70.07 | 125.99 | 206.75 | 286.68 | 247.19 | 198.02 | 181.48 | 107.12 | 137.13 | 88.36 |
| 2005 | 229.26 | 120.38 | 31.61 | 63.79 | 84.69 | 105.46 | 155.07 | 95.28 | 106.70 | 110.73 | 97.33 | 73.05 | 175.91 | 54.46 | 45.31 | 180.07 | 141.50 | 116.76 | 191.74 | 202.38 | 167.11 | 157.82 | 253.59 | 112.66 |
| 2006 | 194.31 | 27.74 | 103.80 | 183.42 | 49.42 | 144.46 | 150.07 | 216.77 | 207.42 | 96.63 | 127.03 | 177.50 | 57.65 | 106.76 | 83.82 | 175.10 | 158.48 | 174.68 | 142.64 | 214.74 | 191.90 | 85.95 | 146.76 | 201.51 |
| 2007 | 148.48 | 90.43 | 28.22 | 126.83 | 114.70 | 119.84 | 142.51 | 174.61 | 206.24 | 164.31 | 148.51 | 62.57 | 43.65 | 201.57 | 43.08 | 232.28 | 155.15 | 110.82 | 139.46 | 360.45 | 259.68 | 177.87 | 167.52 | 155.33 |
| 2008 | 151.08 | 79.15 | 58.80 | 95.10 | 143.80 | 185.32 | 115.32 | 213.41 | 69.96 | 146.38 | 92.92 | 80.77 | 164.65 | 98.25 | 86.37 | 256.36 | 204.84 | 127.95 | 201.80 | 212.94 | 135.18 | 216.16 | 209.54 | 116.83 |
| 2009 | 171.42 | 77.28 | 23.20 | 101.38 | 223.24 | 185.52 | 142.75 | 173.79 | 214.06 | 105.31 | 74.27 | 62.50 | 71.29 | 77.32 | 79.12 | 145.76 | 154.26 | 132.45 | 107.22 | 217.57 | 124.17 | 203.91 | 179.26 | 84.91 |
| 2010 | 166.82 | 89.56 | 47.81 | 85.81 | 189.08 | 148.79 | 76.75 | 200.78 | 75.89 | 94.37 | 131.25 | 112.48 | 100.84 | 104.68 | 185.10 | 100.50 | 195.23 | 135.70 | 152.35 | 153.10 | 232.10 | 197.23 | 201.06 | 191.53 |
| 2011 | 232.39 | 77.97 | 81.11 | 48.23 | 241.32 | 244.48 | 95.46 | 196.34 | 55.74 | 177.58 | 162.98 | 47.59 | 61.38 | 78.52 | 145.06 | 257.20 | 133.22 | 105.25 | 195.56 | 210.82 | 129.15 | 128.39 | 146.78 | 192.13 |
| 2012 | 100.47 | 107.93 | 96.01 | 96.45 | 199.63 | 60.18 | 240.27 | 162.68 | 201.85 | 212.79 | 28.28 | 98.42 | 183.62 | 97.81 | 57.09 | 182.65 | 101.04 | 76.08 | 119.92 | 155.63 | 159.31 | 190.64 | 257.35 | 124.27 |
| 2013 | 77.41 | 277.54 | 99.23 | 190.53 | 88.38 | 182.90 | 110.92 | 188.56 | 48.42 | 157.63 | 178.46 | 289.85 | 62.23 | 104.06 | 86.82 | 160.29 | 217.31 | 53.37 | 207.92 | 296.45 | 134.31 | 117.10 | 144.70 | 268.39 |
| 2014 | 166.02 | 8.67 | 8.91 | 152.21 | 11.14 | 171.78 | 150.43 | 87.39 | 112.09 | 168.03 | 117.42 | 55.83 | 75.70 | 52.98 | 73.90 | 235.44 | 180.01 | 107.51 | 141.97 | 208.74 | 106.64 | 186.73 | 130.14 | 253.05 |
| 2015 | 192.18 | 29.67 | 55.09 | 97.59 | 89.89 | 73.02 | 115.95 | 100.32 | 107.12 | 144.67 | 162.76 | 29.08 | 47.05 | 87.81 | 138.12 | 87.07 | 133.94 | 133.86 | 217.00 | 164.38 | 152.26 | 129.63 | 184.99 | 81.25 |
| 2016 | 54.49 | 172.70 | 128.88 | 73.43 | 37.62 | 144.36 | 100.10 | 145.76 | 65.97 | 147.05 | 155.92 | 63.67 | 60.36 | 140.67 | 33.67 | 237.31 | 192.08 | 191.11 | 136.82 | 261.31 | 137.91 | 113.11 | 85.54 | 147.42 |
| 2017 | 132.58 | 171.05 | 68.15 | 135.19 | 125.57 | 125.71 | 145.42 | 141.86 | 98.33 | 103.51 | 68.06 | 90.18 | 114.08 | 18.30 | 193.45 | 141.01 | 243.32 | 105.89 | 285.68 | 212.24 | 199.82 | 123.57 | 216.23 | 202.54 |
| 2018 | 124.63 | 109.04 | 23.22 | 103.78 | 122.31 | 172.33 | 65.17 | 162.05 | 78.59 | 107.04 | 12.60 | 130.48 | 87.49 | 113.46 | 32.31 | 157.28 | 128.04 | 142.37 | 288.32 | 172.28 | 206.07 | 92.16 | 172.58 | 114.40 |
| 2019 | 78.62 | 99.25 | 40.27 | 83.66 | 34.20 | 201.96 | 120.45 | 86.28 | 170.27 | 168.44 | 149.93 | 76.79 | 36.35 | 118.85 | 31.85 | 161.42 | 105.92 | 104.00 | 187.41 | 241.39 | 177.31 | 77.77 | 191.18 | 143.83 |
| 2020 | 22.78 | 135.16 | 74.72 | 33.43 | 112.11 | 74.60 | 112.03 | 252.68 | 122.91 | 140.74 | 145.55 | 122.36 | 232.79 | 76.80 | 63.09 | 100.99 | 224.41 | 82.97 | 156.68 | 138.35 | 154.98 | 177.35 | 201.38 | 160.03 |
| 2021 | 279.01 | 109.03 | 59.66 | 69.64 | 77.82 | 222.34 | 121.36 | 240.37 | 134.62 | 71.98 | 85.78 | 147.65 | 207.24 | 68.75 | 164.35 | 222.52 | 128.20 | 138.03 | 38.62 | 318.39 | 163.42 | 206.73 | 128.53 | 161.93 |
| 2022 | 144.09 | 126.72 | 103.57 | 150.78 | 156.55 | 106.74 | 140.61 | 97.25 | 122.59 | 102.12 | 122.03 | 220.36 | 73.60 | 71.85 | 101.24 | 186.48 | 101.02 | 212.93 | 176.18 | 245.66 | 216.22 | 100.62 | 187.20 | 148.36 |
| 2023 | 117.77 | 217.53 | 69.92 | 61.76 | 137.63 | 124.96 | 74.95 | 152.56 | 99.33 | 203.26 | 104.41 | 106.72 | 105.93 | 35.77 | 142.90 | 238.63 | 151.31 | 81.66 | 145.81 | 160.37 | 188.72 | 207.52 | 180.60 | 172.32 |
| 2024 | 115.14 | 142.17 | 26.80 | 157.34 | 61.77 | 143.88 | 68.21 | 168.63 | 101.77 | 170.16 | 138.79 | 142.04 | 53.58 | 17.21 | 179.44 | 197.16 | 226.42 | 121.67 | 293.46 | 63.38 | 163.31 | 161.36 | 126.43 | 151.41 |
| 2025 | 175.16 | 130.65 | 31.76 | 175.25 | 109.74 | 141.46 | 184.86 | 181.64 | 134.34 | 142.29 | 107.99 | 53.31 | 127.50 | 32.48 | 148.84 | 103.41 | 113.77 | 118.41 | – | – | – | – | – | – |
HASIL R80
Ringkasan R80 dan Hujan Efektif
Nilai ditampilkan untuk periode I dan II setiap bulan.
mm
| Parameter | Jan I | Jan II | Feb I | Feb II | Mar I | Mar II | Apr I | Apr II | Mei I | Mei II | Jun I | Jun II | Jul I | Jul II | Agu I | Agu II | Sep I | Sep II | Okt I | Okt II | Nov I | Nov II | Des I | Des II |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| R80mm/periode | 96.10 | 77.83 | 27.93 | 72.67 | 47.66 | 106.48 | 88.86 | 99.71 | 78.05 | 93.21 | 85.19 | 62.55 | 52.27 | 49.53 | 44.86 | 107.71 | 113.97 | 99.10 | 140.97 | 162.77 | 132.25 | 106.70 | 129.49 | 113.70 |
| R80mm/hari | 6.41 | 4.86 | 2.00 | 5.19 | 3.18 | 6.66 | 5.92 | 6.65 | 5.20 | 5.83 | 5.68 | 4.17 | 3.48 | 3.10 | 2.99 | 6.73 | 7.60 | 6.61 | 9.40 | 10.17 | 8.82 | 7.11 | 8.63 | 7.11 |
| Reff Padimm/hari | 4.48 | 3.41 | 1.40 | 3.63 | 2.22 | 4.66 | 4.15 | 4.65 | 3.64 | 4.08 | 3.98 | 2.92 | 2.44 | 2.17 | 2.09 | 4.71 | 5.32 | 4.62 | 6.58 | 7.12 | 6.17 | 4.98 | 6.04 | 4.97 |
INTERPRETASI
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.