Pengaruh Pemberian Kompos Jerami Dan Pupuk Sp-36 Pada Tanah Sulfat Masam Potensial Terhadap Perubahan Sifat Kimia Serta Pertumbuhan Dan Produksi Padi (Oryza Sativa L.)
Lampiran 1. Deskripsi Padi Varietas Ciherang
Varietas : Ciherang Nomor Pedigree : S 3383-1d-Pn-41-3-1 Asal/ Persilangan : IR 18349-53-1-3-1-3/IR Golongan : Cere Bentuk : Tegak Tinggi : 107-115 cm Anakan Produktif : 14-17 batang Warna:
Kaki : Hijau Batang : Hijau Telinga Daun : Putih Lidah Daun : Putih Muka Daun : Kasar pada sebelah bawah daun Posisi Daun : Tegak Daun Bendera : Tegak
Gabah Bentuk : Panjang ramping Warna : Kuning bersih Bobot 1000 butir : 27-28 gram
Nasi Tekstur : Pulen Kadar Amilosa : 23%
Panen Hasil Gabah : 5-7 ton/ha Umur : 116-125 hari Kerontokan : Sedang
Ketahanan Terhadap Rebah : Sedang Hama : Tahan terhadap wereng coklat bioptipe 2 dan 3 Penyakit : Tahan terhadap bakteri hawar daun sirih Strain III dan IV Keterangan : Anjuran tanam cocok ditanam pada musim penghujan dan kemarau dengan ketinggian di bawah 500 m dpl
Tahun Dilepas : 25 Februari 2000 No. SK Pelepasan : 60/Kpts/TP.240/2/2000
Lampiran 2. Bagan Percobaan Rak Faktorial
0.04 2
= 8 kg/ember
kg tanah
10 6 250.000
2
= 250.000 populasi 1 ha = 2 x 10
2
10 4
Blok I Blok II Blok III J0P0 J1P3 J3P2 J2P0 J0P3 J1P2 J1P0 J2P3 J0P2 J3P0 J3P3 J2P2 J2P3 J0P0 J2P1 J1P3 J3P0 J3P1 J3P3 J1P0 J0P1 J0P3 J2P0 J1P1 J1P1 J0P2 J0P3 J3P1 J1P2 J2P3 J0P1 J3P2 J1P3 J2P1 J2P2 J3P3 J3P2 J2P1 J1P0 J2P2 J1P1 J2P0 J0P2 J0P1 J3P0 J1P2 J3P1 J0P0
1
1 ha =
2
= 0.04 m 1 ha = 10.000 m
2
Jarak tanam = 20 cm x 20 cm = 400 cm
Lampiran 3. Perhitungan Berat Tanah per Ember
6 Jadi =
Lampiran 4. Perhitungan Dosis Kompos Jerami Padi 1.
Kompos Jerami Padi = 10 ton/ha
8
3 Dosis per ember = x (10 x 10 6 )g = 40g/8 kg
2
10 2.
Kompos Jerami Padi = 20 ton/ha
8
3 Dosis per ember = x (20 x 10 )g = 80g/8 kg 6
2
10 3.
Kompos Jerami Padi = 30 ton/ha
8
3 Dosis per ember = x (30 x 10 )g = 120g/8 kg 6
2
10 Lampiran 5. Perhitungan Dosis Pupuk SP-36 dan Pupuk Dasar 1.
P1 = ½ x takaran anjuran = ½ x 135 = 67,5 kg
8
3 Dosis per ember = x (67.5 x 10 ) g = 0,27 g/8kg 6
2
10 2.
P2 = 1 x takaran anjuran = 1 x 135 = 135 kg
8
3 Dosis per ember = x (135 x 10 ) g = 0,54 g/8kg 6
2
10 3.
P3 = 1 ½ x takaran anjuran = 1 ½ x 135 = 202,5 kg
8
3 Dosis per ember = x (202.5 x 10 ) gr = 0,81 g/8kg 6
2
10 4.
Urea = 250 kg/ha
8 kg
5
Dosis per ember = x (2,5 x 10 )g = 1 g/8 kg 6 2 x 10 5.KCL = 100 kg/ha
8 kg
5
x (1 x 10 )g = 0,4 g/8 kg Dosis per ember = 6
2 x 10
Lampiran 6. Hasil Analisis Tanah Awal Parameter Nilai Kriteria
pH (H
2 O)
4.13 Sangat Masam Tekstur LP Lempung berpasir
53 - Pasir (%)
38 - Debu (%)
9 - Liat (%) C-Organik (%)
1.83 Rendah N-Total (%)
0.24 Sedang P bray II (ppm)
12.76 Rendah K-tukar (me/100) 0.541 Sedang Na-tukar (me/100) 0.270 Rendah Ca-tukar (me/100) 0.401 Sangat Rendah Mg-tukar (me/100) 0.259 Rendah KTK-tukar (me/100)
20.25 Sedang K
2 O (%) 0.106 Sedang
DHL (mmhos/cm)
2.15 Sedang
- Kriteria berdasarkan Balai Penelitian Tanah, 2005
Lampiran 7. Hasil Analisis Kompos Jerami Padi Parameter Nilai Kriteria* Keterangan
pH H O 6.93 6,8-7,49 Memenuhi kriteria
2 C-Organik (%)
20.94 9,8-32 Memenuhi kriteria N-total (%) 1,71 Min 0,40 Memenuhi kriteria C/N 11.9 10-20 Memenuhi kriteria P2O5 (%) 0.053 Min 0,1 Tidak memenuhi kriteria K (me/100)
3.35 Min 0,2 Memenuhi kriteria
- Kriteria berdasarkan Standart Kualitas Kompos (SNI 19-7030-2004)
Lampiran 8. Kriteria Sifat Tanah
P-avl BrayII ppm <8.0 8.0-15 16-25 26-35 >35 P-avl troug ppm <20 20-39 40-60 61-80 >80
Masam Agak Masam
2.5 2.6-10 >10 Sangat Masam
% <10 20-Oct 21-30 31-60 >60 EC (Nedeco) mmhos --- ---
% <20 20-35 36-50 51-70 >70 Kejenuhan Al
% <0.05 0.05-0.09 0.10-0.20 0.21-0.30 >0.30 K-tukar me/100 <0.10 0.10-0.20 0.30-0.50 0.60-1.00 >1.00 Na-tukar me/100 <0.10 0.10-0.30 0.40-0.70 0.80-1.00 >1.00 Ca-tukar me/100 <2.0 2.0-5.0 6.0-10.0 11.0-20.0 >20.0 Mg-tukar me/100 <0.40 0.40-1.00 1.10-2.00 2.10-8.00 >8.00 KTK (CEC) me/100 <5 5-16 17-24 25-40 >40 Kejenuhan Basa
% <0.05 0.05-0.09 0.10-0.20 0.21-0.30 >0.30 MnO eks- HCl
% <0.05 0.05-0.09 0.10-0.20 0.21-0.30 >0.30 MgO eks- HCl
% <0.03 0.03-0.06 0.07-0.11 0.12-0.20 >20 CaO eks- HCl
P-avl Olsen ppm <10 10-25 26-45 46-60 >60 K2O eks- HCl
0.10 >0,1
(Sumber : Balai Penelitian Tanah, 2005)
0.061-
0.040- 0.060
% <0.021 0.021- 0.039
0.08-0.10 >0.10 P2O5 eks- HCl
% <0.03 0.03-0.06 0.06- 0.079
% <0.10 0.10-0.20 0.21-0.50 0.51-0.75 >0.75 C/N --- <5 5-10 11-15 16-25 >25 P2O5 Total
% <100 1.00-2.00 2.01-3.00 3.01-5.00 >5.00 N (Nitrogen)
C (Karbon)
Sifat Tanah Satuan S.Rendah Rendah Sedang Tinggi S.Tinggi
Netral Agak Alkalis Alkalis pH H2O <4.5 4.5-5.5 5.6-6.5 6.6-7.5 7.6-8.5 >8.5 pH KCl <2.5 2.5-4.0 --- 4.1-6.0 6.1-6.5 >6.5
9.1. Data pH Tanah
2.01
5.00 4.51 13.910 4.637 J3P1
4.41
4.36 5.12 13.890 4.630 J3P2
5.00
5.07 4.09 14.160 4.720 J3P3
4.37
4.80 5.00 14.170 4.723 Total 70.960 73.100 72.730 216.790 4.516 db JK KT
F. Hit F 5% F 1% Blok 2 0.164 0.082 1.506
3.32
tn
5.39 Perlakuan 15 0.864 0.058 1.060
tn
4.66 4.68 13.740 4.580 J3P0
2.70 J 3 0.430 0.143 2.638
2.92
tn
4.51 P 3 0.377 0.126 2.314
2.92
tn
4.51 JxP 9 0.057 0.006 0.117
2.21
tn
3.07 Galat 30 1.629 0.054 Total 47 2.656 KK 5.160
Keterangan : KK = Koefesien Keragaman tn = Tidak nyata
4.40
4.40
Lampiran 9. Hasil Analisa pH Tanah
4.60 4.70 13.650 4.550 J1P0
Perlakuan Ulangan
Total Rataan
I II
III J0P0
4.16
4.20 4.53 12.890 4.297 J0P1
4.31
4.34 4.33 12.980 4.327 J0P2
4.61
4.70 4.49 13.800 4.600 J0P3
4.35
4.10
4.50 4.54 13.740 4.580 J2P3
4.52 4.38 13.000 4.333 J1P1
4.41
4.35 4.45 13.210 4.403 J1P2
4.56
4.60 4.40 13.560 4.520 J1P3
4.63
4.47 4.58 13.680 4.560 J2P0
4.25
4.45 4.43 13.130 4.377 J2P1
4.30
4.48 4.50 13.280 4.427 J2P2
4.70
- = Nyata pada taraf uji 5 %
- = Nyata pada taraf uji 1 %
Keterangan : KK = Koefesien Keragaman tn = Tidak nyata
F. Hit F 5% F 1% Blok 2 0.021 0.011 0.420
2.45
1.63 2.52 6.600 2.200 J3P1
3.39
2.02 2.98 8.390 2.797 J3P2
3.36
1.38 2.66 7.400 2.467 J3P3
3.47
3.25 3.33 10.050 3.350 Total 37.760 36.460 38.600 112.820 2.350
10.2. Daftar Sidik Ragam C-Organik Tanah (Data Transformasi Akar Kuadrat (
1/2 )
db JK KT
3.32
1.57
tn
5.39 Perlakuan 15 0.764 0.051 2.036*
2.01
2.70 J 3 0.366 0.122 4.879**
2.92
4.51 P 3 0.061 0.020 0.809
2.92
tn
4.51 JxP 9 0.337 0.037 1.497
2.21
tn
3.07 Galat 30 0.751 0.025 Total 47 1.536 KK 9.424
2.23 2.57 6.370 2.123 J3P0
3.39 2.57 8.160 2.720 J2P3
Lampiran 10. Hasil Analisa C-Organik Tanah
2.2
10.1. Data C-Organik Tanah Metode Walkley & Black (%)
Perlakuan Ulangan
Total Rataan
I II
III J0P0
1.42
1.63 1.71 4.760 1.587 J0P1
1.76
1.88 1.66 5.300 1.767 J0P2
2.2
1.83 2.62 6.650 2.217 J0P3
1.28 2.38 5.860 1.953 J1P0
2.2
2.32
1.58 2.56 6.460 2.153 J1P1
2.62
3.39 2.38 8.390 2.797 J1P2
2.11
2.15 2.19 6.450 2.150 J1P3
2.06
3.36 2.14 7.560 2.520 J2P0
2.34
3.39 2.28 8.010 2.670 J2P1
2.29
2.07 2.05 6.410 2.137 J2P2
- . ) P
- = Nyata pada taraf uji 5 %
- = Nyata pada taraf uji 1 %
11.1 Data Ferro Aktif Tanah Ekstraksi α.α. dipyridyl (ppm) ) Tanah
tn
III J0P0 1487.06 1882.37 1554.09 4923.520 1641.173 J0P1 1519.15 1992.85 1926.34 5438.340 1812.780 J0P2 1931.49 1890.81 1726.14 5548.440 1849.480 J0P3 1952.23 1946.39 1974.07 5872.690 1957.563 J1P0 1996.59 1969.63 1656.36 5622.580 1874.193 J1P1 2057.83 1767.60 2026.14 5851.570 1950.523 J1P2 1886.22 1960.68 1971.19 5818.090 1939.363 J1P3 1672.88 1901.11 2103.03 5677.020 1892.340 J2P0 1744.86 2077.85 2034.56 5857.270 1952.423 J2P1 2016.90 1834.50 2046.72 5898.120 1966.040 J2P2 1762.35 2103.03 2100.32 5965.700 1988.567 J2P3 2141.22 1898.66 2037.98 6077.860 2025.953 J3P0 1760.65 2079.49 2079.49 5919.630 1973.210 J3P1 2103.03 2036.98 2060.68 6200.690 2066.897 J3P2 2080.32 2157.02 2155.27 6392.610 2130.870 J3P3 2297.62 2114.62 2316.81 6729.050 2243.017 Total 30410.400 31613.590 31769.190 93793.180 1954.025
I II
Total Rataan
Perlakuan Ulangan
3.07 Galat 30 692266.708 23075.557 Total 47 1582153.635 KK 7.774 Keterangan : KK = Koefesien Keragaman tn = Tidak nyata
tn
2.21
4.51 JxP 9 111228.886 12358.765 0.536
2.92
Lampiran 11. Hasil Analisa Ferro Aktif (Fe 2+
4.51 P 3 180947.455 60315.818 2.614
2.92
2.70 J 3 528581.674 176193.891 7.636**
2.01
5.39 Perlakuan 15 820758.014 54717.201 2.371*
tn
3.32
F. Hit F 5% F 1% Ulangan 2 69128.913 34564.456 1.498
db JK KT
- = Nyata pada taraf uji 5 %
- = Nyata pada taraf uji 1 %
12.1 Data P-Tersedia Tanah Metode Bray II
Perlakuan Ulangan
Lampiran 12. Hasil Analisa P-Tersedia Tanah
Log
(
III J0P0 9.917 16.540 11.220 37.677 12.559 J0P1 17.198 20.316 26.408 63.922 21.307 J0P2 19.673 15.228 27.735 62.636 20.879 J0P3 27.286 25.603 20.257 73.146 24.382 J1P0 18.443 29.480 18.230 66.153 22.051 J1P1 16.153 19.301 21.880 57.334 19.111 J1P2 13.158 21.184 48.093 82.435 27.478 J1P3 11.485 24.143 29.227 64.855 21.618 J2P0 26.256 19.135 19.194 64.585 21.528 J2P1 25.328 35.321 29.799 90.448 30.149 J2P2 26.339 24.161 24.159 74.659 24.886 J2P3 30.037 19.145 27.484 76.666 25.555 J3P0 17.227 23.146 27.621 67.994 22.665 J3P1 20.560 20.360 18.193 59.113 19.704 J3P2 22.438 21.192 33.588 77.218 25.739 J3P3 38.664 29.436 25.460 93.560 31.187 Total 340.162 363.691 408.548 1112.401 23.175
I II
Total Rataan
- )) db JK KT
2.01
2.21
F. Hit F 5% F 1% Ulangan 2 0.052 0.026 1.999
3.32
tn
5.39 Perlakuan 15 0.340 0.023 1.731
3.07 Galat 30 0.393 0.013 Total 47 0.786 KK 8.386 Keterangan : KK = Koefesien Keragaman tn = Tidak nyata
tn
4.51 JxP 9 0.147 0.016 1.247
tn
tn
2.92
4.51 P 3 0.087 0.029 2.221
2.92
2.70 J 3 0.106 0.035 2.692
tn
- = Nyata pada taraf uji 5 %
- = Nyata pada taraf uji 1 %
KK 8.611 Keterangan : KK = Koefesien Keragaman tn = Tidak nyata
tn
95.1 307.900 102.633 Total 1510.800 1502.200 1506.600 4519.600 94.158
13.2. Daftar Sidik Ragam Tinggi Tanaman
db JK KT
F. Hit F 5% F 1% Blok 2 2.312 1.156 0.018
3.32
tn
5.39 Perlakuan 15 1679.590 111.973 1.703
2.01
2.70 J 3 306.603 102.201 1.555
77.0 91.4 261.900 87.300 J3P1
2.92
tn
4.51 P 3 574.722 191.574 2.914
2.92
tn
4.51 JxP 9 798.265 88.696 1.349
2.21
tn
3.07 Galat 30 1971.975 65.733 Total 47 3653.877
89.4 98.0 101.5 288.900 96.300 J3P2 100.2 97.6 107.7 305.500 101.833 J3P3 103.1 109.7
93.5
Lampiran 13. Hasil Analisa Tinggi Tanaman Akhir Vegetatif
99.3 97.2 291.800 97.267 J0P2
13.1. Data Tinggi Tanaman (cm)
Perlakuan Ulangan
Total Rataan
I II
III J0P0
75.2
80.4 76.3 231.900 77.300 J0P1
95.3
93.0
98.0 98.0 100.2 296.200 98.733 J3P0
98.1 88.3 279.400 93.133 J0P3 105.5
80.1 92.5 278.100 92.700 J1P0 92.7 100.3
95.5 288.500 96.167 J1P1 97.7 100.6
69.2 267.500 89.167 J1P2
94.6 97.6 100.5 292.700 97.567 J1P3 101.9 89.1 101.1 292.100 97.367 J2P0
94.3 82.0 104.5 280.800 93.600 J2P1
90.7
93.5 98.4 282.600 94.200 J2P2 85.7 100.9
87.2 273.800 91.267 J2P3
- = Nyata pada taraf uji 5 %
- = Nyata pada taraf uji 1 %
Keterangan : KK = Koefesien Keragaman tn = Tidak nyata
16
J3P2
20 51.000 17.000
15
16
J3P1
17 52.000 17.333
19
J3P0
20
19 59.000 19.667
20
20
J2P3
21 56.000 18.667
19
16
J2P2
18
21 59.000 19.667
18
5.39 Perlakuan 15 351.333 23.422 9.004**
3.07 Galat 30 78.042 2.601 Total 47 434.000 KK 9.775
2.21
4.51 JxP 9 52.000 5.778 2.221*
2.92
4.51 P 3 54.667 18.222 7.005**
2.92
2.70 J 3 244.667 81.556 31.351**
2.01
tn
J3P3
3.32
F. Hit F 5% F 1% Blok 2 4.625 2.313 0.889
db JK KT
14.2. Daftar Sidik Ragam Jumlah Anakan Maksimal
Total 257.000 267.000 268.000 792.000 16.500
21 66.000 22.000
23
22
19 53.000 17.667
16
Lampiran 14. Hasil Analisa Jumlah Anakan Maksimum Akhir Vegetatif
15
14
J0P3
12 41.000 13.667
14
15
J0P2
16 46.000 15.333
15
J0P1
13 39.000 13.000
12 36.000 12.000
13
11
III J0P0
I II
Total Rataan
Perlakuan Ulangan
14.1. Data Jumlah Anakan Maksimum
12
J1P0
J2P1
17 52.000 17.333
17 52.000 17.333
20
15
J2P0
18 48.000 16.000
15
15
J1P3
17
15
18
J1P2
12 42.000 14.000
15
15
J1P1
13 40.000 13.333
12
- = Nyata pada taraf uji 5 %
- = Nyata pada taraf uji 1 %
3.07 Galat 30 169.345 5.645 Total 47 284.910 KK 4.827 Keterangan : KK = Koefesien Keragaman tn = Tidak nyata
3.32
51.6
49.1 43.1 143.800 47.933 J3P1
49.6
47.3 51.8 148.700 49.567 J3P2
50.3
49.4 51.7 151.400 50.467 J3P3
52.6
51.8 51.4 155.800 51.933 Total 797.600 787.400 777.800 2362.800 49.225
15.2. Daftar Sidik Ragam Bobot Brangkasan Tanaman
db JK KT
F. Hit F 5% F 1% Blok 2 12.255 6.127 1.086
tn
51.4
5.39 Perlakuan 15 103.310 6.887 1.220
2.01
tn
2.70 J 3 45.052 15.017 2.660
2.92
tn
4.51 P 3 31.852 10.617 1.881
2.92
tn
4.51 JxP 9 26.407 2.934 0.520
2.21
tn
49.6 51.4 152.400 50.800 J3P0
50.5 44.2 147.300 49.100 J2P3
Lampiran 15. Hasil Analisa Bobot Brangkasan Tanaman
47.8
15.1. Data Bobot Brangkasan Tanaman (g)
Perlakuan Ulangan
Total Rataan
I II
III J0P0
43.2
48.5 45.5 137.200 45.733 J0P1
49.3
48.9 50.3 148.500 49.500 J0P2
49.6
45.4 46.3 141.300 47.100 J0P3
49.8 46.2 143.800 47.933 J1P0
52.6
50.3
50.5 45.9 146.700 48.900 J1P1
51.8
50.5 47.8 150.100 50.033 J1P2
50.8
50.7 50.2 151.700 50.567 J1P3
47.6
51.7 49.8 149.100 49.700 J2P0
48.2
48.4 50.5 147.100 49.033 J2P1
50.9
45.3 51.7 147.900 49.300 J2P2
- = Nyata pada taraf uji 5 %
- = Nyata pada taraf uji 1 %
3.07 Galat 30 497.466 16.582 Total 47 1063.238 KK 8.404 Keterangan : KK = Koefesien Keragaman tn = Tidak nyata
F. Hit F 5% F 1% Blok 2 26.554 13.277 0.801
43.1 49.6 144.500 48.167 J3P0
46.7
49.2 55.7 151.600 50.533 J3P1
51.4
48.5 53.5 153.400 51.133 J3P2
49.8
45.6 47.5 142.900 47.633 J3P3
56.8
54.7 52.3 163.800 54.600 Total 786.000 758.700 781.200 2325.900 48.456
16.2. Daftar Sidik Ragam Bobot Kering Akar Tanaman Tanaman
db JK KT
3.32
48.7 45.9 144.900 48.300 J2P3
tn
5.39 Perlakuan 15 539.218 35.948 2.168*
2.01
2.70 J 3 180.787 60.262 3.634*
2.92
4.51 P 3 30.782 10.261 0.619
2.92
tn
4.51 JxP 9 327.649 36.405 2.195
2.21
tn
51.8
50.3
Lampiran 16. Hasil Analisa Bobot Kering Akar Tanaman
46.3
16.1. Data Bobot Kering Akar Tanaman Tanaman (g)
Perlakuan Ulangan
Total Rataan
I II
III J0P0
43.3
45.3 40.9 129.500 43.167 J0P1
46.7
46.7 47.1 140.500 46.833 J0P2
58.3
49.6 44.6 152.500 50.833 J0P3
46.7 48.7 141.700 47.233 J1P0
57.6 49.7 156.100 52.033 J2P2
46.9
48.3 49.3 144.500 48.167 J1P1
47.2
50.6 46.5 144.300 48.100 J1P2
47.8
47.4 50.9 146.100 48.700 J1P3
47.1
30.4 41.7 119.200 39.733 J2P0
46.8
46.3 57.3 150.400 50.133 J2P1
48.8
- = Nyata pada taraf uji 5 %
- = Nyata pada taraf uji 1 %
17.1. Data Bobot Kering Gabah (g)
5.39 Perlakuan 15 0.355 0.024 1.201
20.70 15.70 61.000 20.333 J3P1
32.60
12.80 12.40 57.800 19.267 J3P2
29.80
20.90 28.40 79.100 26.367 J3P3
28.80
34.80 15.80 79.400 26.467 Total 380.700 328.600 335.100 1044.400 21.758
17.2. Daftar Sidik Ragam Bobot Kering Gabah (Data Transformasi
Log (F. Hit F 5% F 1% Blok 2 0.036 0.018 0.925
3.32
tn
2.01
29.60 27.30 81.700 27.233 J3P0
tn
2.70 J 3 0.057 0.019 0.960
2.92
tn
4.51 P 3 0.172 0.057 2.917
2.92
tn
4.51 JxP 9 0.126 0.014 0.710
2.21
tn
3.07 Galat 30 0.591 0.020 Total 47 0.982 KK 10.508 Keterangan : KK = Koefesien Keragaman tn = Tidak nyata
24.60
24.80
Lampiran 17. Hasil Analisa Bobot Kering Gabah Akhir Generatif
17.70 12.70 67.900 22.633 J1P0
Perlakuan Ulangan
Total Rataan
I II
III J0P0
7.70
9.40 20.50 37.600 12.533 J0P1
21.60
29.80 23.10 74.500 24.833 J0P2
30.30
25.50 11.90 67.700 22.567 J0P3
37.50
19.40
19.20 30.50 74.000 24.667 J2P3
13.00 20.60 53.000 17.667 J1P1
14.90
13.60 30.10 58.600 19.533 J1P2
19.40
23.90 18.20 61.500 20.500 J1P3
21.80
20.80 22.70 65.300 21.767 J2P0
19.70
12.10 21.90 53.700 17.900 J2P1
23.50
24.80 23.30 71.600 23.867 J2P2
24.30
- )) db JK KT
- = Nyata pada taraf uji 5 %
- = Nyata pada taraf uji 1 %
18.1. Data Bobot Gabah Berisi
5.39 Perlakuan 15 0.431 0.029 1.035
13.98 9.83 43.140 14.380 J3P1
25.76
8.60 7.55 41.910 13.970 J3P2
21.56
17.55 19.22 58.330 19.443 J3P3
25.05
23.7 8.75 57.500 19.167 Total 275.920 226.190 228.390 730.500 15.219
18.2. Daftar Sidik Ragam Bobot Gabah Berisi (Data Transformasi
Log (F. Hit F 5% F 1% Blok 2 0.062 0.031 1.111
3.32
tn
2.01
20.87 18.74 56.210 18.737 J3P0
tn
2.70 J 3 0.072 0.024 0.860
2.92
tn
4.51 P 3 0.208 0.069 2.500
2.92
tn
4.51 JxP 9 0.151 0.017 0.605
2.21
tn
3.07 Galat 30 0.832 0.028 Total 47 1.325 KK 14.106 Keterangan : KK = Koefesien Keragaman tn = Tidak nyata
19.33
16.60
Lampiran 18. Hasil Analisa Bobot Gabah Berisi
11.04 7.90 45.710 15.237 J1P0
Perlakuan Ulangan
Total Rataan
I II
III J0P0
4.36
5.15 16.17 25.680 8.560 J0P1
13.9
21.7 16.19 51.790 17.263 J0P2
20.9
17.75 7.76 46.410 15.470 J0P3
26.77
12.76
11.50 23.32 53.450 17.817 J2P3
9.86 13.60 36.220 12.073 J1P1
9.47
9.15 20.30 38.920 12.973 J1P2
18.57
17.37 10.90 46.840 15.613 J1P3
14.77
13.38 15.70 43.850 14.617 J2P0
11.06
7.84 16.46 35.360 11.787 J2P1
16.43
16.75 16.00 49.180 16.393 J2P2
18.63
- )) db JK KT
- = Nyata pada taraf uji 5 %
- = Nyata pada taraf uji 1 %
3.07 Galat 30 11.891 0.396 Total 47 13.485 KK 11.078 Keterangan : KK = Koefesien Keragaman tn = Tidak nyata
3.32
33.25 37.37 92.012 30.671 J3P1
21.28
35.79 39.06 96.129 32.043 J3P2
32.38
20.79 32.31 85.492 28.497 J3P3
21.36
32.37 44.60 98.330 32.777 Total 497.290 520.175 522.405 1539.870 32.081
19.2. Daftar Sidik Ragam Persentase Gabah Hampa (Data Transformasi Akar Kuadrat (
1/2 )
db JK KT
F. Hit F 5% F 1% Blok 2 0.214 0.107 0.270
tn
33.27 31.33 95.833 31.944 J3P0
5.39 Perlakuan 15 1.380 0.092 0.232
2.01
tn
2.70 J 3 0.473 0.158 0.398
2.92
tn
4.51 P 3 0.380 0.127 0.319
2.92
tn
4.51 JxP 9 0.527 0.059 0.148
2.21
tn
21.40
31.24
Lampiran 19. Hasil Analisa Persentase Gabah Hampa
38.05 37.76 104.857 34.952 J1P0
19.1. Data Persentase Gabah Hampa (%)
Perlakuan Ulangan
Total Rataan
I II
III J0P0
44.62
41.36 21.08 107.054 35.685 J0P1
36.13
29.28 29.91 95.319 31.773 J0P2
31.07
30.01 34.75 95.828 31.943 J0P3
29.05
34.87
37.73 23.53 84.593 28.198 J2P3
25.05 32.21 92.131 30.710 J1P1
36.45
32.69 32.33 101.477 33.826 J1P2
32.20
27.30 39.61 99.120 33.040 J1P3
32.24
35.63 30.50 98.372 32.791 J2P0
39.60
35.18 24.82 99.608 33.203 J2P1
30.07
32.42 31.23 93.717 31.239 J2P2
23.33
- . ) P
- = Nyata pada taraf uji 5 %
- = Nyata pada taraf uji 1 %