67 00 33 67 13.2 33 67 00 33 67 Urea lepas lambat dengan penyalutan poliakrilamida, poliakrilat, dan parafin
UREA LEPAS LAMBAT DENGAN PENYALUTAN POLIAKRILAMIDA, POLIAKRILAT, DAN PARAFIN
SUJONO
SEKOLAH PASCASARJANA INSTITUT PERTANIAN BOGOR
BOGOR 2013
23
DAFTAR PUSTAKA
Abraham J. 1997. Controlled Release Fertilizer Formulation Based on Polymers. [tesis]. Kottayam: Mahatma Gandhi University.
Al-Zahrani SM. 2000. Utilization of polyethylene and paraffin waxes as controlled delivery systems for different fertilizers. Ind Eng Chem Res 39:367-
371. Hekmat A, Barati A, Frahani EV, Afraz A. 2009. Synthesis and analysis of
swelling and controlled release behaviour of anionics sIPN acrylamide based hydrogel. Eng Technol 56:96-100.
Hoeung P, Bindari Y, Senda SP. 2011. Development of granular urea-zeolite slow release fertilizer using inclined pan granulator. Jurnal Teknik Kimia Indonesia
10 2: 102-111. Hua S, Wang A. 2009. Synthesis, characterization and swelling behaviors of
sodium alginate-g-polyacrylic
acidsodium humate
superabsorbent. Carbohydrate Polymers 75: 79-84.
Jagadeeswaran R, Murugappan V, Govindaswamy M. 2005. Effect of slow release NPK fertilizer sources on the nutrient use efficiency in turmeric
Curcuma longa L.. World Agric Sci 1:65-69. Liang R, Yuan H, Xi G, Zhou Q. 2009. Synthesis of wheat straw-g-polyacrylic
acid superabsorbent composites and release of urea from it. Carbohydr Polym 77:181-187.
Mahdavinia GR, Mousavi SB, Karimi F, Marandi GB, Garabaghi H. 2009. Synthesis of porous polyacrylamide hydrogels using calcium carbonate and
its application for slow release of potassium nitrate. Express Polymer Letters 5: 279-285.
Mas’ud ZA, Khoti M, Sari N, Nur A. 20 3. Synthesis of cassava waste pulp-
acrylamide super absorbent: effect of initiator and cross-linker concentration. Indo. J. Chem 13 1: 66-71.
Moad G dan Solomon DH. 2006. The chemistry of radical polymerization. Ed ke- 2. Amsterdam: Elsevier.
Pavia DL, Lampman GM, Kriz GS. 2001. Introduction to spectroscopy. Ed ke-3. USA: Thomson Learning.
Savci S. 2012. An agricultural pollutant: chemical fertilizer. International Journal of Environmental Science and Development 3 1: 77-80.
Shaviv A. 2005. Controlled Release Fertilizers, IFA International Workshop on Enhanced-Efficiency Fertilizers. Paris: International Fertilizer Industry
Assosciation.
Subbarao CH, Kartheek G, Sirisha D. 2013. Slow release of potash fertilizer through polymer coating. International Journal of Applied Science and
Engineering 11 1: 25-30. Suherman, Anggoro DD. 2011. Producing slow release urea by coating with
starchacrylic acid in fluid bed spraying. International Journal of Engineering Technology 116: 77-80.
Talaat HA, Sorour MH, Aboulnour AG, Shaalan HF, Ahmed EM, Awad AM, Ahmed MA. 2008. Development of a multi-component fertilizing hydrogel
24 with relevant techno-economic indicators. American-Eurasian J. Agric.
Environ. Sci 3 5: 764-770. Trenkel ME. 2010. Slow- and Controlled-Release and Stabilized Fertilizers: An
Option for Enhancing Nutrient Use Efficiency in Agriculture. Paris: International Fertilizer Industry Association.
Tzika M, Alexandridou S, Kiparissides C. 2003. Evaluation of the morphological and release characteristics of coated fertilizer granules produced in a Wurster
fluidized bed. Powder Technology 132: 16-24. Zheng T, Liang Y, Ye S, He Z. 2009. Superabsorbent hydrogel as carriers for the
controlled-release of urea: Experiments and a mathematical model describing the release rate. Biosyst Eng 102:44-50.
25 Lampiran 1 Diagram alir penelitian
Uji leaching dalam tanah Uji release dalam air
Analisis urea Metode DMAB, Spektrofotometri
Pendekatan model rilis dan leaching serta penentuan kinetika rilis
Urea Granul 1,5 - 2 mm
Penyalutan dengan polimer hidrogel dan parafin dalam reaktor terkendali
Spektroskopi IR, Pemayaran SEM
Komposisi penyalut,
pembengkakan hidrogel
Lampiran 2 Hasil analisis urea dari pelepasan pupuk dalam air
27
Lanjutan Lampiran 2
Urea tanpa penyalut Urea tersalut parafin 20
Waktu menit
Abs terkoreksi
[U] mgL
Waktu menit
Abs terkoreksi
[U] mgL
0.515 1
0.508 3
5 1.373
444 5
0.361 127
10 1.469
475 10
0.510 179
15 1.485
480 15
0.717 250
30 1.501
485 30
0.946 329
60 1.518
491 60
1.120 389
120 1.507
487 120
1.220 424
180 1.501
485 180
1.237 429
240 1.530
495 240
1.254 435
Final 1.490
497 Final
1.288 447
Urea tersalut poliakrilamida-MBA dan parafin 20
Urea tersalut poliakrilat-MBA dan parafin 20
Waktu menit
Abs terkoreksi
[U] mgL
Waktu menit
Abs terkoreksi
[U] mgL
0.515 6
0.515 6
5 0.371
133 5
0.249 91
10 0.711
251 10
0.431 154
15 0.914
321 15
0.591 209
30 1.046
366 30
1.001 351
60 1.138
398 60
1.148 401
120 1.127
394 120
1.184 414
180 1.138
398 180
1.191 416
240 1.116
390 240
1.204 421
Final 1.112
389 Final
1.188 415
Keterangan: [U] = konsentrasi urea
Standar urea std-1 untuk pengukuran urea tanpa penyalut,
std-2 untuk urea tersalut parafin 20, std-3 untuk urea tersalut poliakrilamida-MBA parafin 20
dan urea tersalut poliakrilat-MBA parafin 20. Contoh perhitungan
Pada urea tanpa penyalut pada menit ke-5: Persamaan linear
sesuai dengan Std-1, yaitu y = 0.0031x + 0.0031 Jika y = absorbans maka x =
Lampiran 3 Hasil analisis urea dari pelepasan pupuk dalam tanah
29 Lanjutan lampiran 3
Urea tanpa penyalut Waktu
Abs [U] mgL
P [U] X P
V mL W urea g
W kum kum
0.517 5.276
0.0000 0.0000
0.00 30
1.762 434.586
30 13038
38.2440 0.5167
0.4986 98.15
1 J 0.624
42.172 15
633 4.7337
0.0050 0.5016
98.74 2 J
0.752 86.310
1 86
50.4504 0.0095
0.5060 99.60
3 J 0.541
13.552 1
14 24.6267
0.0070 0.5063
99.66 4 J
0.515 4.586
1 5
38.2904 0.0042
0.5065 99.70
5 J 0.507
1.828 1
2 21.4543
0.0030 0.5065
99.70 6 J
0.509 2.517
1 3
29.9856 0.0043
0.5066 99.72
1 H 0.513
3.897 1
4 218.5904
0.0438 0.5074
99.89 2 H
0.51 2.862
1 3
151.5959 0.0002
0.5079 99.97
3 H 0.505
1.138 1
1 122.4605
0.0002 0.5080
100.00 Urea tersalut parafin 20
Waktu Abs
[U] mgL P
[U] X P V mL
W urea g W kum
kum 0.508
2.897 0.0000
0.0000 0.0000
0.00 30
1.52 351.862
30 10556
18.3148 0.1933
0.1933 41.15
1 J 1.85
465.655 15
6985 21.6202
0.1510 0.3443
73.30 2 J
1.063 194.276
15 2914
25.2782 0.0737
0.4180 88.98
3 J 0.706
71.172 15
1068 25.8717
0.0276 0.4456
94.85 4 J
1.614 384.276
1 384
22.2650 0.0086
0.4542 96.68
5 J 1.089
203.241 1
203 22.0696
0.0045 0.4587
97.63 6 J
0.835 115.655
1 116
19.0573 0.0022
0.4609 98.10
1 H 0.596
33.241 1
33 185.3536
0.0062 0.4670
99.41 2 H
0.542 14.621
1 15
102.9255 0.0015
0.4685 99.73
3 H 0.549
17.034 1
17 74.1804
0.0013 0.4698
100.00 Urea tersalut poliakrilamida-MBA dan parafin 20
Waktu Abs
[U] mgL P
[U] X P V mL
W urea g W kum
kum 0.542
0.000 0.0000
0.0000 0.00
30 1.568
354.655 30
10640 35.1524
0.3740 0.3740
87.92 1 J
0.862 111.207
15 1668
28.5973 0.0477
0.4217 99.13
2 J 0.754
73.966 1
74 47.2962
0.0035 0.4252
99.96 3 J
0.536 -1.207 = 0
1 45.2162
0.0000 0.4252
99.96 4 J
0.522 -6.034 = 0
1 41.3390
0.0000 0.4252
99.96 5 J
0.522 -6.034 = 0
1 39.8996
0.0000 0.4252
99.96 6 J
0.522 -6.034 = 0
1 39.8100
0.0000 0.4252
99.96 1 H
0.525 -5.000 = 0
1 208.4218
0.0000 0.4252
99.96 2 H
0.538 -0.517 = 0
1 104.6250
0.0000 0.4252
99.96 3 H
0.546 2.241
1 2
83.3767 0.0002
0.4254 100.00
Urea tersalut poliakrilat-MBA dan parafin 20 Waktu
Abs [U] mgL
P [U] X P
V mL W urea g
W kum kum
0.542 1.000
0.0000 0.0000
0.00 30
0.787 85.345
30 2560
35.7472 0.0915
0.0915 22.14
1 J 0.878
116.724 30
3502 28.1930
0.0987 0.1902
46.02 2 J
0.753 73.621
30 2209
46.0415 0.1017
0.2919 70.62
3 J 0.795
88.103 15
1322 38.5807
0.0510 0.3429
82.95 4 J
0.614 25.690
30 771
34.7926 0.0268
0.3697 89.44
5 J 1.054
177.414 3
532 28.3209
0.0151 0.3848
93.09 6 J
1.632 376.724
1 377
26.4644 0.0100
0.3948 95.50
1 H 0.827
99.138 1
99 186.9000
0.0185 0.4133
99.98 2 H
0.541 0.517
1 1
152.3344 0.0001
0.4134 100.00
3 H 0.534
blk = 0 1
328.6541 0.0000
0.4134 100.00
Keterangan: ‘ = menit, P
= pengenceran, J
= jam, V
= volume, H
= hari, W
= berat Abs = Absorbansi
Standar urea std-1 untuk pengukuran urea tanpa penyalut,
std-2 untuk urea tersalut parafin 20, std-3 untuk urea tersalut poliakrilamida-MBA parafin 20
dan urea tersalut poliakrilat-MBA parafin 20. Contoh perhitungan
Pada urea tersalut PAA-MBA dan parafin menit ke-30: Absorbans terkoreksi = absorbans
– absorbans blangko Absorban terkoreksi = 0.787
– 0.542 = 0.245 Persamaan linear
sesuai dengan Std-3, yaitu y = 0.0029x - 0.0025 Jika y = absorbans maka x =
g
kumulatif = W kumulatifW kumulatif terakhir hari ke-3
= 22.14
31 Lampiran 4 Pencocokan kurva rilis urea tanpa penyalut
S = 5.12952931 r = 0.99955257
Waktu menit K
o n
s e
n tr
a s
i U
re a
p p
m
0.0 40.0