JURNAL READING Bedaquiline a New Weapon Against MDR and XDR-TB
Soal TB Diki New
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Tabel : Perhitungan Unit Kebutuhan Air Irigasi No Uraian Satuan Periode NOP DES JAN PEB MAR APR MEI JUN JUL AGS SEP OKT 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Pola Tata Tanam LP PADI JAGUNG PALAWIJA 2 Koefisien Tanaman : c3 LP LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 LP c2 LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 0 LP LP c1 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.90 0.95 0 0.00 LP LP Rata - rata (crt) 1.20 1.24 1.27 1.30 1.31 1.30 1.30 0.00 1.20 1.24 1.27 1.30 1.31 1.30 0.90 0.51 0.57 0.70 0.85 0.93 0.95 LP LP 3 Evapotranspirasi (Eto) mm/hari 5.20 5.20 4.20 4.20 4.40 4.40 4.50 4.50 4.40 4.40 4.30 4.30 4.00 4.00 3.60 3.60 4.10 4.10 4.90 4.90 5.40 5.40 5.90 5.90 4 Penggunaan Konsumtif mm/hari 5.320 5.460 5.764 5.720 5.447 5.590 5.240 5.200 3.240 1.818 2.323 2.870 4.149 4.533 5.130 5 Penggantian Lapisan Air WLR - 1 mm/hari 0.00 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 WLR - 2 mm/hari 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00 WLR - 3 mm/hari 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00 0.00 Rata - rata mm/hari 1.10 1.10 2.20 1.10 1.10 1.10 1.10 2.20 1.10 1.10 6 Perkolasi mm/hari 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 7 M = 1.1 Eto + P 7.720 7.720 6.950 6.950 6.840 6.840 6.490 6.490 k = MT/S 0.798 0.798 0.718 0.718 0.707 0.707 0.671 0.671 S = 250 + 50 mm 14.360 14.360 13.870 13.870 13.800 13.800 13.590 13.590 8 CH Efektif (Re) Padi 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 0.47 0.82 Palawija 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83 Rata - rata mm/hari 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83 0.47 0.82 9 Unit Kebutuhan Air di sawah (NFR) mm/hari 12.990 11.210 4.580 8.890 6.914 6.040 12.810 7.470 9.140 7.060 3.687 2.270 8.090 3.330 0.000 0.898 0.000 4.180 3.809 2.583 3.920 0.000 1.522 1.481 DR = NFR/(8.64) l/det/Ha 1.503 1.297 0.530 1.029 0.800 0.699 1.483 0.865 1.058 0.817 0.427 0.263 0.936 0.385 0.000 0.104 0.000 0.484 0.441 0.299 0.454 0.000 0.176 0.171 1. Padi - Padi - Bawang 2. Oktober Periode 1 Tabel : Perhitungan Unit Kebutuhan Air Irigasi No Uraian Satuan Periode NOP DES JAN PEB MAR APR MEI JUN JUL AGS SEP OKT 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Pola Tata Tanam 2 Koefisien Tanaman : c3 LP LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 LP c2 LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 0 LP LP c1 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.90 0.95 0 0.00 LP LP Rata - rata (crt) 1.20 1.24 1.27 1.30 1.31 1.30 1.30 0.00 1.20 1.24 1.27 1.30 1.31 1.30 0.90 0.51 0.57 0.70 0.85 0.93 0.95 LP LP 3 Evapotranspirasi (Eto) mm/hari 5.20 5.20 4.20 4.20 4.40 4.40 4.50 4.50 4.40 4.40 4.30 4.30 4.00 4.00 3.60 3.60 4.10 4.10 4.90 4.90 5.40 5.40 5.90 5.90 4 Penggunaan Konsumtif mm/hari 5.320 5.460 5.764 5.720 5.447 5.590 5.240 5.200 3.240 1.818 2.323 2.870 4.149 4.533 5.130 5 Penggantian Lapisan Air WLR - 1 mm/hari 0.00 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 WLR - 2 mm/hari 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00 WLR - 3 mm/hari 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00 0.00 Rata - rata mm/hari 1.10 1.10 2.20 1.10 1.10 1.10 1.10 2.20 1.10 1.10 6 Perkolasi mm/hari 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 7 M = 1.1 Eto + P 7.720 7.720 6.950 6.950 6.840 6.840 6.490 6.490 k = MT/S 0.798 0.798 0.718 0.718 0.707 0.707 0.671 0.671 S = 250 + 50 mm 14.360 14.360 13.870 13.870 13.800 13.800 13.590 13.590 8 CH Efektif (Re) Padi 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 0.47 0.82 Palawija 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83 Rata - rata mm/hari 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83 0.47 0.82 9 Unit Kebutuhan Air di sawah (NFR) mm/hari 12.990 11.210 4.580 8.890 6.914 6.040 12.810 7.470 9.140 7.060 3.687 2.270 8.090 3.330 0.000 0.898 0.000 4.180 3.809 2.583 3.920 0.000 1.522 1.481 DR = NFR/(8.64) l/det/Ha 1.503 1.297 0.530 1.029 0.800 0.699 1.483 0.865 1.058 0.817 0.427 0.263 0.936 0.385 0.000 0.104 0.000 0.484 0.441 0.299 0.454 0.000 0.176 0.171 1. Padi - Jagung - Palawija 2. Nopember Periode 1 Kebutuhan air untuk penyiapan lahan selama 30 hari : IR = M.e k /(e k - 1) Kebutuhan air untuk penyiapan lahan selama 30 hari : IR = M.e k /(e k - 1)
description
air
Transcript of Soal TB Diki New
Tabel : Perhitungan Unit Kebutuhan Air Irigasi
No Uraian SatuanPeriode
NOP DES JAN PEB MAR APR MEI JUN JUL AGS SEP OKT1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2
1 Pola Tata Tanam L P PADI JAGUNG PALAWIJA
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Koefisien Tanaman :c3 LP LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 LPc2 LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 0 LP LPc1 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.90 0.95 0 0.00 LP LPRata - rata (crt) 1.20 1.23 1.27 1.30 1.31 1.30 1.30 0.00 1.20 1.23 1.27 1.30 1.31 1.30 0.90 0.51 0.57 0.70 0.85 0.93 0.95 LP LP
3 Evapotranspirasi (Eto) mm/hari 5.20 5.20 4.20 4.20 4.40 4.40 4.50 4.50 4.40 4.40 4.30 4.30 4.00 4.00 3.60 3.60 4.10 4.10 4.90 4.90 5.40 5.40 5.90 5.90
4 Penggunaan Konsumtif mm/hari 5.320 5.460 5.764 5.720 5.447 5.590 5.240 5.200 3.240 1.818 2.323 2.870 4.149 4.533 5.130
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Penggantian Lapisan AirWLR - 1 mm/hari 0.00 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30WLR - 2 mm/hari 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00WLR - 3 mm/hari 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00 0.00Rata - rata mm/hari 1.10 1.10 2.20 1.10 1.10 1.10 1.10 2.20 1.10 1.10
6 Perkolasi mm/hari 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
7M = 1.1 Eto + P 7.720 7.720 6.950 6.950 6.840 6.840 6.490 6.490k = MT/S 0.798 0.798 0.718 0.718 0.707 0.707 0.671 0.671S = 250 + 50 mm
14.360 14.360 13.870 13.870 13.800 13.800 13.590 13.590
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CH Efektif (Re)Padi 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 0.47 0.82Palawija 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83Rata - rata mm/hari 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83 0.47 0.82
9Unit Kebutuhan Airdi sawah (NFR) mm/hari 12.990 11.210 4.580 8.890 6.914 6.040 12.810 7.470 9.140 7.060 3.687 2.270 8.090 3.330 0.000 0.898 0.000 4.180 3.809 2.583 3.920 0.000 1.522 1.481DR = NFR/(8.64) l/det/Ha 1.503 1.297 0.530 1.029 0.800 0.699 1.483 0.865 1.058 0.817 0.427 0.263 0.936 0.385 0.000 0.104 0.000 0.484 0.441 0.299 0.454 0.000 0.176 0.171
1. Padi - Padi - Bawang2. Oktober Periode 1
Tabel : Perhitungan Unit Kebutuhan Air Irigasi
No Uraian SatuanPeriode
NOP DES JAN PEB MAR APR MEI JUN JUL AGS SEP OKT1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2
1 Pola Tata Tanam
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Koefisien Tanaman :c3 LP LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 LPc2 LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 0 LP LPc1 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.90 0.95 0 0.00 LP LPRata - rata (crt) 1.20 1.23 1.27 1.30 1.31 1.30 1.30 0.00 1.20 1.23 1.27 1.30 1.31 1.30 0.90 0.51 0.57 0.70 0.85 0.93 0.95 LP LP
3 Evapotranspirasi (Eto) mm/hari 5.20 5.20 4.20 4.20 4.40 4.40 4.50 4.50 4.40 4.40 4.30 4.30 4.00 4.00 3.60 3.60 4.10 4.10 4.90 4.90 5.40 5.40 5.90 5.90
4 Penggunaan Konsumtif mm/hari 5.320 5.460 5.764 5.720 5.447 5.590 5.240 5.200 3.240 1.818 2.323 2.870 4.149 4.533 5.130
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Penggantian Lapisan AirWLR - 1 mm/hari 0.00 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30WLR - 2 mm/hari 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00WLR - 3 mm/hari 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00 0.00Rata - rata mm/hari 1.10 1.10 2.20 1.10 1.10 1.10 1.10 2.20 1.10 1.10
6 Perkolasi mm/hari 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
7M = 1.1 Eto + P 7.720 7.720 6.950 6.950 6.840 6.840 6.490 6.490k = MT/S 0.798 0.798 0.718 0.718 0.707 0.707 0.671 0.671S = 250 + 50 mm
14.360 14.360 13.870 13.870 13.800 13.800 13.590 13.590
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CH Efektif (Re)Padi 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 0.47 0.82Palawija 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83Rata - rata mm/hari 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83 0.47 0.82
9Unit Kebutuhan Airdi sawah (NFR) mm/hari 12.990 11.210 4.580 8.890 6.914 6.040 12.810 7.470 9.140 7.060 3.687 2.270 8.090 3.330 0.000 0.898 0.000 4.180 3.809 2.583 3.920 0.000 1.522 1.481DR = NFR/(8.64) l/det/Ha 1.503 1.297 0.530 1.029 0.800 0.699 1.483 0.865 1.058 0.817 0.427 0.263 0.936 0.385 0.000 0.104 0.000 0.484 0.441 0.299 0.454 0.000 0.176 0.171
1. Padi - Jagung - Palawija2. Nopember Periode 1
Kebutuhan air untuk penyiapan lahan selama 30 hari :
IR = M.ek /(ek - 1)
Kebutuhan air untuk penyiapan lahan selama 30 hari :
IR = M.ek /(ek - 1)
Tabel : Perhitungan Unit Kebutuhan Air Irigasi
No Uraian SatuanPeriode
NOP DES JAN PEB MAR APR MEI JUN JUL AGS SEP OKT1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2
1 Pola Tata Tanam P PADI L P PADI BAWANG L
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Koefisien Tanaman :c3 LP LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 LPc2 LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 0 LP LPc1 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.90 0.95 0 0.00 LP LPRata - rata (crt) 1.20 1.23 1.27 1.30 1.31 1.30 1.30 0.00 1.20 1.23 1.27 1.30 1.31 1.30 0.90 0.51 0.57 0.70 0.85 0.93 0.95 LP LP
3 Evapotranspirasi (Eto) mm/hari 5.20 5.20 4.20 4.20 4.40 4.40 4.50 4.50 4.40 4.40 4.30 4.30 4.00 4.00 3.60 3.60 4.10 4.10 4.90 4.90 5.40 5.40 5.90 5.90
4 Penggunaan Konsumtif mm/hari 5.320 5.460 5.764 5.720 5.447 5.590 5.240 5.200 3.240 1.818 2.323 2.870 4.149 4.533 5.130
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Penggantian Lapisan AirWLR - 1 mm/hari 0.00 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30WLR - 2 mm/hari 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00WLR - 3 mm/hari 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00 0.00Rata - rata mm/hari 1.10 1.10 2.20 1.10 1.10 1.10 1.10 2.20 1.10 1.10
6 Perkolasi mm/hari 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
7M = 1.1 Eto + P 7.720 7.720 6.950 6.950 6.840 6.840 6.490 6.490k = MT/S 0.798 0.798 0.718 0.718 0.707 0.707 0.671 0.671S = 250 + 50 mm
14.360 14.360 13.870 13.870 13.800 13.800 13.590 13.590
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CH Efektif (Re)Padi 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 0.47 0.82Palawija 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83Rata - rata mm/hari 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83 0.47 0.82
9Unit Kebutuhan Airdi sawah (NFR) mm/hari 12.990 11.210 4.580 8.890 6.914 6.040 12.810 7.470 9.140 7.060 3.687 2.270 8.090 3.330 0.000 0.898 0.000 4.180 3.809 2.583 3.920 0.000 1.522 1.481DR = NFR/(8.64) l/det/Ha 1.503 1.297 0.530 1.029 0.800 0.699 1.483 0.865 1.058 0.817 0.427 0.263 0.936 0.385 0.000 0.104 0.000 0.484 0.441 0.299 0.454 0.000 0.176 0.171
1. Padi - Padi - Bawang2. Oktober Periode 1
Tabel : Perhitungan Unit Kebutuhan Air Irigasi
No Uraian SatuanPeriode
NOP DES JAN PEB MAR APR MEI JUN JUL AGS SEP OKT1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2
1 Pola Tata Tanam
2
Koefisien Tanaman :c3 LP LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 LPc2 LP 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.9 0.95 0 LP LPc1 1.20 1.27 1.33 1.3 1.30 0.00 LP LP 1.20 1.27 1.33 1.30 1.30 0.00 0.50 0.51 0.69 0.90 0.95 0 0.00 LP LPRata - rata (crt) 1.20 1.23 1.27 1.30 1.31 1.30 1.30 0.00 1.20 1.23 1.27 1.30 1.31 1.30 0.90 0.51 0.57 0.70 0.85 0.93 0.95 LP LP
3 Evapotranspirasi (Eto) mm/hari 5.20 5.20 4.20 4.20 4.40 4.40 4.50 4.50 4.40 4.40 4.30 4.30 4.00 4.00 3.60 3.60 4.10 4.10 4.90 4.90 5.40 5.40 5.90 5.90
4 Penggunaan Konsumtif mm/hari 5.320 5.460 5.764 5.720 5.447 5.590 5.240 5.200 3.240 1.818 2.323 2.870 4.149 4.533 5.130
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Penggantian Lapisan AirWLR - 1 mm/hari 0.00 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30WLR - 2 mm/hari 0.00 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00WLR - 3 mm/hari 3.30 0.00 3.30 0.00 0.00 3.30 0.00 3.30 0.00 0.00Rata - rata mm/hari 1.10 1.10 2.20 1.10 1.10 1.10 1.10 2.20 1.10 1.10
6 Perkolasi mm/hari 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
7M = 1.1 Eto + P 7.720 7.720 6.950 6.950 6.840 6.840 6.490 6.490k = MT/S 0.798 0.798 0.718 0.718 0.707 0.707 0.671 0.671S = 250 + 50 mm
14.360 14.360 13.870 13.870 13.800 13.800 13.590 13.590
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CH Efektif (Re)Padi 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 0.47 0.82Palawija 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83Rata - rata mm/hari 1.37 3.15 3.84 0.77 1.95 2.78 1.06 6.40 4.66 6.74 4.86 7.52 0.25 4.97 11.43 2.92 10.12 0.69 0.34 1.95 1.21 0.83 0.47 0.82
9Unit Kebutuhan Airdi sawah (NFR) mm/hari 12.990 11.210 4.580 8.890 6.914 6.040 12.810 7.470 9.140 7.060 3.687 2.270 8.090 3.330 0.000 0.898 0.000 4.180 3.809 2.583 3.920 0.000 1.522 1.481DR = NFR/(8.64) l/det/Ha 1.503 1.297 0.530 1.029 0.800 0.699 1.483 0.865 1.058 0.817 0.427 0.263 0.936 0.385 0.000 0.104 0.000 0.484 0.441 0.299 0.454 0.000 0.176 0.171
1. Padi - Jagung - Palawija2. Nopember Periode 1
Kebutuhan air untuk penyiapan lahan selama 30 hari :
IR = M.ek /(ek - 1)
Kebutuhan air untuk penyiapan lahan selama 30 hari :
IR = M.ek /(ek - 1)
tersier
SaluranLuas Petak NFR
etQ Qt Qt
m(ha) (l/dt/ha) (l/dt) (l/dt) (m3/dt)
U1.Ka 80.36 1.55 0.8 124.56 155.70 0.156 1
U1.Ki.1 89.92 1.55 0.8 139.38 174.22 0.174 1U1.Ki.2 88.00 1.55 0.8 136.40 170.50 0.171 1U2.Ka 82.88 1.55 0.8 128.46 160.58 0.161 1U2.Ki.1 84.16 1.55 0.8 130.45 163.06 0.163 1U2.Ki.2 88.00 1.55 0.8 136.40 170.50 0.171 1M1.Ka 87.84 1.55 0.8 136.15 170.19 0.170 1M1.Ki 80.88 1.55 0.8 125.36 156.70 0.157 1M2.Ka.1 80.00 1.55 0.8 124.00 155.00 0.155 1M2.Ka.2 82.88 1.55 0.8 128.46 160.58 0.161 1M2.Ki 80.40 1.55 0.8 124.62 155.78 0.156 1M3.Ka 87.84 1.55 0.8 136.15 170.19 0.170 1M3.Ki.1 90.64 1.55 0.8 140.49 175.62 0.176 1M3.Ki.2 96.00 1.55 0.8 148.80 186.00 0.186 1M4.Ka.1 97.92 1.55 0.8 151.78 189.72 0.190 1M4.Ka.2 97.04 1.55 0.8 150.41 188.02 0.188 1M4.Ki 93.36 1.55 0.8 144.71 180.89 0.181 1M5.Ka.1 88.00 1.55 0.8 136.40 170.50 0.171 1M5.Ka.2 82.40 1.55 0.8 127.72 159.65 0.160 1M5.Ki.1 82.24 1.55 0.8 127.47 159.34 0.159 1M5.Ki.2 95.04 1.55 0.8 147.31 184.14 0.184 1M6.Ka.1 88.00 1.55 0.8 136.40 170.50 0.171 1M6.Ka.2 81.04 1.55 0.8 125.61 157.02 0.157 1M6.Ki.1 80.08 1.55 0.8 124.12 155.15 0.155 1M6.Ki.2 88.00 1.55 0.8 136.40 170.50 0.171 1M7.Ka 81.44 1.55 0.8 126.23 157.79 0.158 1M7.Ki.1 84.96 1.55 0.8 131.69 164.61 0.165 1M7.Ki.2 81.28 1.55 0.8 125.98 157.48 0.157 1P1.Ka 84.64 1.55 0.8 131.19 163.99 0.164 1P1.Ki.1 84.32 1.55 0.8 130.70 163.37 0.163 1P1.Ki.2 88.00 1.55 0.8 136.40 170.50 0.171 1P2.Ka 94.72 1.55 0.8 146.82 183.52 0.184 1P2.Ki 91.44 1.55 0.8 141.73 177.17 0.177 1P3.Ka 80.96 1.55 0.8 125.49 156.86 0.157 1P3.Ki.1 80.88 1.55 0.8 125.36 156.70 0.157 1P3.Ki.2 91.52 1.55 0.8 141.86 177.32 0.177 1P4.Ka 96.96 1.55 0.8 150.29 187.86 0.188 1P4.Ki 97.60 1.55 0.8 151.28 189.10 0.189 1P5.Ka 98.56 1.55 0.8 152.77 190.96 0.191 1
P5.Ki 99.52 1.55 0.8 154.26 192.82 0.193 1P6.Ka 96.88 1.55 0.8 150.16 187.70 0.188 1P6.Ki.1 89.20 1.55 0.8 138.26 172.83 0.173 1P6.Ki.2 80.16 1.55 0.8 124.25 155.31 0.155 1
sekunder
Saluran MamiroLuas Petak NFR
et esQ Qs Qs
(ha) (l/dt/ha) (l/dt) (l/dt) (m3/dt)
RM 1 1907.28 1.55 0.8 0.85 2956.28 4347.48 4.347
RM 2 1738.56 1.55 0.8 0.85 2694.77 3962.89 3.963
RM 3 1495.28 1.55 0.8 0.85 2317.68 3408.36 3.408
RM 4 1220.80 1.55 0.8 0.85 1892.24 2782.71 2.783
RM 5 932.48 1.55 0.8 0.85 1445.34 2125.51 2.126
RM 6 584.80 1.55 0.8 0.85 906.44 1333.00 1.333
RM 7 247.68 1.55 0.8 0.85 383.90 564.56 0.565
Saluran PayamaLuas Petak NFR
et esQ Qs Qs
(ha) (l/dt/ha) (l/dt) (l/dt) (m3/dt)
RP 1 1355.36 1.55 0.8 0.85 2100.81 3089.42 3.089
RP 2 1098.40 1.55 0.8 0.85 1702.52 2503.71 2.504
RP 3 912.24 1.55 0.8 0.85 1413.97 2079.37 2.079
RP 4 658.88 1.55 0.8 0.85 1021.26 1501.86 1.502
RP 5 464.32 1.55 0.8 0.85 719.70 1058.38 1.058
RP 6 266.24 1.55 0.8 0.85 412.67 606.87 0.607
primer
Saluran UtahLuas Petak NFR
et es epQ Qp
(ha) (l/dt/ha) (l/dt) (l/dt)
RU 1 3775.96 1.55 0.8 0.85 0.90 5852.74 9563.30
RU 2 1610.40 1.55 0.8 0.85 0.90 2496.12 4078.63
n k lh b A P R Vr W
m (m) (m) (m) (m/dt) (m)1 35 0.0005 0.49 0.49 0.491 35 0.0005 0.52 0.52 0.531 35 0.0005 0.51 0.51 0.521 35 0.0005 0.50 0.50 0.501 35 0.0005 0.50 0.50 0.511 35 0.0005 0.51 0.51 0.521 35 0.0005 0.51 0.51 0.521 35 0.0005 0.50 0.50 0.491 35 0.0005 0.49 0.49 0.491 35 0.0005 0.50 0.50 0.501 35 0.0005 0.49 0.49 0.491 35 0.0005 0.51 0.51 0.521 35 0.0005 0.52 0.52 0.531 35 0.0005 0.53 0.53 0.561 35 0.0005 0.53 0.53 0.571 35 0.0005 0.53 0.53 0.561 35 0.0005 0.52 0.52 0.551 35 0.0005 0.51 0.51 0.521 35 0.0005 0.50 0.50 0.501 35 0.0005 0.50 0.50 0.501 35 0.0005 0.53 0.53 0.551 35 0.0005 0.51 0.51 0.521 35 0.0005 0.50 0.50 0.491 35 0.0005 0.49 0.49 0.491 35 0.0005 0.51 0.51 0.521 35 0.0005 0.50 0.50 0.491 35 0.0005 0.50 0.50 0.511 35 0.0005 0.50 0.50 0.491 35 0.0005 0.50 0.50 0.511 35 0.0005 0.50 0.50 0.511 35 0.0005 0.51 0.51 0.521 35 0.0005 0.53 0.53 0.551 35 0.0005 0.52 0.52 0.541 35 0.0005 0.50 0.50 0.491 35 0.0005 0.50 0.50 0.491 35 0.0005 0.52 0.52 0.541 35 0.0005 0.53 0.53 0.561 35 0.0005 0.53 0.53 0.571 35 0.0005 0.53 0.53 0.57
(m2)
1 35 0.0005 0.54 0.54 0.571 35 0.0005 0.53 0.53 0.561 35 0.0005 0.51 0.51 0.531 35 0.0005 0.49 0.49 0.49
m n k l h b A P R Vr W(m) (m) (m2) (m) (m) (m/dt) (m)
m n k l h b A P R Vr W(m) (m) (m2) (m) (m) (m/dt) (m)
Qp m n k l h b A P R Vr(m3/dt) (m) (m) (m2) (m) (m) (m/dt)9.563
4.079
W(m)
Tersier
SaluranLuas Petak NFR
etQ Qt Qt
m n k lh b A P R Vr W
(ha) (l/dt/ha) (l/dt) (l/dt) (m3/dt) (m) (m) (m) (m) (m/dt) (m)
W1.Ka.1 86.4 1.503 0.8 ### ### 0.162 1 1 35 ### ### 0.503 0.506 1.925 0.263 0.321 0.300
W1.Ka.2 92.8 1.503 0.8 ### ### 0.174 1 1 35 ### ### 0.516 0.534 1.977 0.270 0.327 0.300
W1.Ki 89.6 1.503 0.8 ### ### 0.168 1 1 35 ### ### 0.510 0.520 1.951 0.266 0.324 0.300
W2.Ka.1 94.4 1.503 0.8 ### ### 0.177 1 1 35 ### ### 0.520 0.540 1.990 0.272 0.328 0.300
W2.Ka.2 92.8 1.503 0.8 ### ### 0.174 1 1 35 ### ### 0.516 0.534 1.977 0.270 0.327 0.300
W2.Ki 94.4 1.503 0.8 ### ### 0.177 1 1 35 ### ### 0.520 0.540 1.990 0.272 0.328 0.300
W3.Ka.1 98.56 1.503 0.8 ### ### 0.185 1 1 35 ### ### 0.528 0.558 2.022 0.276 0.332 0.300
W3.Ka.2 102.08 1.503 0.8 ### ### 0.192 1 1 35 ### ### 0.535 0.573 2.049 0.280 0.335 0.300
W3.Ki 107.36 1.503 0.8 ### ### 0.202 1 1 35 ### ### 0.546 0.595 2.088 0.285 0.339 0.300
W4.Ka.1 105.6 1.503 0.8 ### ### 0.198 1 1 35 ### ### 0.542 0.588 2.076 0.283 0.338 0.300
W4.Ka.2 102.08 1.503 0.8 ### ### 0.192 1 1 35 ### ### 0.535 0.573 2.049 0.280 0.335 0.300
W4.Ki 109.12 1.503 0.8 ### ### 0.205 1 1 35 ### ### 0.549 0.602 2.101 0.287 0.340 0.300
W5.Ka.1 97.92 1.503 0.8 ### ### 0.184 1 1 35 ### ### 0.527 0.555 2.018 0.275 0.331 0.300
W5.Ka.2 78.88 1.503 0.8 ### ### 0.148 1 1 35 ### ### 0.486 0.472 1.860 0.254 0.314 0.300
W5.Ki 97.92 1.503 0.8 ### ### 0.184 1 1 35 ### ### 0.527 0.555 2.018 0.275 0.331 0.300
W6.Ka.1 106.4 1.503 0.8 ### ### 0.200 1 1 35 ### ### 0.544 0.591 2.081 0.284 0.338 0.300
W6.Ka.2 89.68 1.503 0.8 ### ### 0.168 1 1 35 ### ### 0.510 0.520 1.952 0.266 0.324 0.300
W6.Ki 109.44 1.503 0.8 ### ### 0.206 1 1 35 ### ### 0.549 0.604 2.103 0.287 0.341 0.300
W7.Ka.1 103.36 1.503 0.8 ### ### 0.194 1 1 35 ### ### 0.538 0.578 2.059 0.281 0.336 0.300
W7.Ka.2 91.2 1.503 0.8 ### ### 0.171 1 1 35 ### ### 0.513 0.527 1.964 0.268 0.325 0.300
W7.Ki 91.2 1.503 0.8 ### ### 0.171 1 1 35 ### ### 0.513 0.527 1.964 0.268 0.325 0.300
W8.Ka.1 100.8 1.503 0.8 ### ### 0.189 1 1 35 ### ### 0.533 0.568 2.040 0.278 0.334 0.300
W8.Ka.2 86.4 1.503 0.8 ### ### 0.162 1 1 35 ### ### 0.503 0.506 1.925 0.263 0.321 0.300
W8.Ki 82.08 1.503 0.8 ### ### 0.154 1 1 35 ### ### 0.493 0.487 1.888 0.258 0.317 0.300
B1.Ka 109.44 1.503 0.8 ### ### 0.206 1 1 35 ### ### 0.549 0.604 2.103 0.287 0.341 0.300
B1.Ki 103.68 1.503 0.8 ### ### 0.195 1 1 35 ### ### 0.538 0.580 2.061 0.281 0.336 0.300
B2.Ka 97.28 1.503 0.8 ### ### 0.183 1 1 35 ### ### 0.526 0.553 2.013 0.275 0.331 0.300
B2.Ki 94.08 1.503 0.8 ### ### 0.177 1 1 35 ### ### 0.519 0.539 1.988 0.271 0.328 0.300
B3.Ka 97.92 1.503 0.8 ### ### 0.184 1 1 35 ### ### 0.527 0.555 2.018 0.275 0.331 0.300
B3.Ki 92.16 1.503 0.8 ### ### 0.173 1 1 35 ### ### 0.515 0.531 1.972 0.269 0.326 0.300
(m2)
B4.Ka 95.36 1.503 0.8 ### ### 0.179 1 1 35 ### ### 0.522 0.545 1.998 0.273 0.329 0.300
B4.Ki 93.44 1.503 0.8 ### ### 0.176 1 1 35 ### ### 0.518 0.536 1.982 0.271 0.327 0.300
B5.Ka 89.6 1.503 0.8 ### ### 0.168 1 1 35 ### ### 0.510 0.520 1.951 0.266 0.324 0.300
B5.Ki 97.28 1.503 0.8 ### ### 0.183 1 1 35 ### ### 0.526 0.553 2.013 0.275 0.331 0.300
B6.Ka 86.4 1.503 0.8 ### ### 0.162 1 1 35 ### ### 0.503 0.506 1.925 0.263 0.321 0.300
B6.Ki 106.56 1.503 0.8 ### ### 0.200 1 1 35 ### ### 0.544 0.592 2.083 0.284 0.338 0.300
B7.Ka 72.6 1.503 0.8 ### ### 0.136 1 1 35 ### ### 0.471 0.444 1.803 0.246 0.307 0.300
B7.Ki 84 1.503 0.8 ### ### 0.158 1 1 35 ### ### 0.498 0.495 1.905 0.260 0.319 0.300
B8.Ka 98.56 1.503 0.8 ### ### 0.185 1 1 35 ### ### 0.528 0.558 2.022 0.276 0.332 0.300
B8.Ki 92.16 1.503 0.8 ### ### 0.173 1 1 35 ### ### 0.515 0.531 1.972 0.269 0.326 0.300
B9.Ka 100.64 1.503 0.8 ### ### 0.189 1 1 35 ### ### 0.532 0.567 2.038 0.278 0.333 0.300
B9.Ki 66 1.503 0.8 99.198 ### 0.124 1 1 35 ### ### 0.455 0.413 1.740 0.237 0.300 0.300
Sekunder
SaluranLuas Petak NFR
et esQ Qs Qs
m n k lh b A P R Vr W
(ha) (l/dt/ha) (l/dt) (l/dt) (m3/dt) (m) (m) (m2) (m) (m) (m/dt) (m)
RW1 2041.68 1.503 0.8 0.85 ### 4512.713 4.513 1.5 2.7 40 ### 1.305 3.523 7.152 8.228 0.869 0.631 0.600
RW2 1760.08 1.503 0.8 0.85 ### 3890.294 3.890 1.5 2.5 40 ### 1.262 3.156 6.373 7.707 0.827 0.610 0.600
RW3 1452.08 1.503 0.8 0.85 ### 3209.524 3.210 1.5 2.4 40 ### 1.174 2.817 5.375 7.050 0.762 0.597 0.600
RW4 1135.28 1.503 0.8 0.85 ### 2509.303 2.509 1.5 2.3 40 ### 1.097 2.522 4.570 6.476 0.706 0.549 0.600
RW5 860.56 1.503 0.8 0.85 ### 1902.091 1.902 1.5 2.0 40 ### 1.020 2.040 3.641 5.718 0.637 0.522 0.600
RW6 555.04 1.503 0.8 0.85 ### 1226.802 1.227 1.0 1.5 40 ### 0.955 1.432 2.280 4.134 0.552 0.538 0.600
RW7 269.28 1.503 0.8 0.85 ### 595.188 0.595 1.0 1.2 35 ### 0.814 0.977 1.459 3.281 0.445 0.408 0.500
SaluranLuas Petak NFR
et esQ Qs Qs
m n k lh b A P R Vr W
(ha) (l/dt/ha) (l/dt) (l/dt) (m3/dt) (m) (m) (m2) (m) (m) (m/dt) (m)
RB1 1464.04 1.503 0.8 0.85 ### 3235.959 3.236 1.5 2.3 40 ### 1.143 2.629 4.964 6.750 0.735 0.652 0.600
RB2 1272.68 1.503 0.8 0.85 ### 2812.997 2.813 1.5 2.2 40 ### 1.159 2.550 4.969 6.728 0.739 0.566 0.600
RB3 1082.6 1.503 0.8 0.85 ### 2392.864 2.393 1.5 2.1 40 ### 1.047 2.198 3.944 5.972 0.660 0.607 0.600
RB4 893.8 1.503 0.8 0.85 ### 1975.561 1.976 1.5 1.8 40 ### 0.973 1.752 3.125 5.261 0.594 0.632 0.600
RB5 706.92 1.503 0.8 0.85 ### 1562.501 1.563 1.0 1.5 40 ### 1.046 1.569 2.734 4.526 0.604 0.572 0.500
RB6 513.96 1.503 0.8 0.85 ### 1136.003 1.136 1.0 1.5 40 ### 0.890 1.335 1.980 3.852 0.514 0.574 0.500
RB7 357.36 1.503 0.8 0.85 ### 789.871 0.790 1.0 1.2 35 ### 0.869 1.042 1.659 3.499 0.474 0.476 0.500
RB8 166.64 1.503 0.8 0.85 ### 368.323 0.368 1.0 1.2 35 ### 0.652 0.783 0.936 2.628 0.356 0.393 0.400
Primer
SaluranLuas Petak NFR
et es epQ Qp Qp
m n k lh b A P R Vr W
(ha) (l/dt/ha) (l/dt) (l/dt) (m3/dt) (m) (m) (m2) (m) (m) (m/dt) (m)
RP1 3987.64 1.503 0.8 0.85 0.90 5993.423 9793.175 9.793 1.5 3.8 42.5 0.000225 1.620 6.158 13.917 12.000 1.160 0.704 0.600
RP2 1677.16 1.503 0.8 0.85 0.90 2520.771 4118.908 4.119 1.5 2.5 40.0 0.000300 1.290 3.224 6.652 7.874 0.845 0.619 0.600
