DAFTAR PUSTAKA Asnawi, S. 1991. Strategi lnvestasi Irigasi dan Swasernbada Pangan. I l u I ~ ~ rPasann daran, E. (Penyunting). Irigasi Di Indonesia. Strategi dan Pengembanyan. Lembaga Penelitian, Pendidikan dan Penerangan Ekonomi dan Sosial. Jakarta. Baharsjah, J.S. 1997. Optimasi Pemanfaatan Air Irigasi di Tingkat Usahatani sebagai Implementasi Gerakan Hemat Air. Makalah Penunjang Seminar Nasional Optimasi Pemanfaatan Air Irigasi di Tingkat Usahatani menuju Pertanian Modem di Jakarta. Bhattacharyya, G.K. and R.A. Johnson. John Wiley & Sons. New York.
1977. Statistical Consepts and Methods.
Bina Program Pengalran. 1991. Kapasitas Sumberdaya Air Menunjang Tahun 2020. Seminar Pengkajian Kebijaksanaan Strategi Pengembangan Sumberdaya Air Jangka Panjang Di Indonesia. Draft Proceedings. Kerjasama Badan Perencanaan Pembangunan Nasional dengan The Ford Foundation. Jakarta. Bear, J. and A. Verruijt. 1987. Modeling Groundwater Flow and Pollution. D. Reidel Publishing Company. Dordrecht .
Bowen. R. 1986. Groundwater. Second Edition. Elsevier Applied Science Publishers. L o d m and New York. Burden, R.L. and J.D. Faires. 1988. Numerical Analysis. KENT Publishing Company. Boston.
Fourth Edition.
PWS-
Chapra, S.C. and R.P. Canate. 1988. Numerical Methods for Engineers. Second Edition. McGraw-Hill International Editions. Applied Mathematics Series. New York. Chow, VenTe. 1964. Handbook of Applied Hydrology. A Compendium of Waterresources Technology. McGraw-Hill Book Company. New York.
--------- . 1989. Open Channel Hydraulics. Alih Bahasa : Rosalina, Nansi. HidroGLa Saluran Terbuka. Penerbit Ertangga. Jakarta. Dhalhar, M.A. 1980. Use of The Buffered and Covered Plots Method for Evaluating Water Requirements o f A Rice Paddy. PhD Thesis, University of Minnesota, St. Paul-Minneapolis, Minnesota. USA.
Diebman, P.J. and N.A. de Ridder. 1972. Elementary Groundwater Hydraulics. Itr ILM. Drainage Principles and Applications. Introductory Subjects. Volume I. Publication No. 16. International Intitute for Land Reclamation and Improvement. Wageninyen the Netherlands. Duchin, F., C. Hamilton. and Glenn-Marie Lange. 1993. Environment and Development in Indonesia : An Input-Output Analysis of Natural Resource Issues. Final Report. Natural Resources Management Project. BAPPENAS - Minintry of Forestry Asissted by USAID. Associates in Rural Development and Institute for Economic Analysis, New York University, for USAID, Jakarta. Furuki, T. 1983. Water Movement and Requirements in Paddytield. 6 1 Nakagawa, S., M. Nakagawa, A. Matsurnoto, T. Chiba, S. Iwamoto, K. Iwasaki. and Y. Matoba. Advanced Rice Cultivation, Irrigation and Drainage Technology in Japan. Technocrat. Fuji Marketing Research Co., Ltd. Japan. Greenland. D.J. 1985. Physical Aspects of Soil Management for Rice-base Cropping Systems. In IRRI. Soil Physics and Rice. International Rice Research Institute. Los Banos, Philippines.
Guymon, G.L. 1974. Digital Computers and Drainage Problem Analysis. Part IIIFinite Element Method. In Schilfgaarde, Jan Van (Ed.). Drainage for Agrlculture. Number 17 in the series Agronomy. American Sosiety o f Agronomy, Inc., Publisher. Madison, Wisconsin USA. Haerah, A. 199 1. Perkiraan Penggunaan Air untuk Pertanian Men+Aang Tahun 2020. Seminar Pengkajian Kebijaksanaan Strategi Pengembangan Sumberdaya Air ~i Indonesia. Draft Proceedings. Kerjasarna Badan PerencaJangka naan Pembangunan Nasional dengan The Ford Foundation. Jakarta. Hansen, V.E., O.W. Israelsen, and G.E. Stringham. 1979. Irrigation Principles and Practices. Fourth Edition.John Wiiey and Sons. New York. Hardjoamidjojo, S. 1994. Irigasi dalam Swasembada Beras di Indonesia. Orasi Ilmiah Guru Besar Tetap Ilmu hkkanisasi Pertanian, Fakuhas Teknoiogi Pertanian, Institut Pertanian Bogor. Hardjowigeno, S. 1989. llmu Tanah. Edidi Revisi. Penerbit PT Mediyatama Sarana Perkasa. Jakarta. Harr, M.E. 1964. Ground Water and Seepage. McGraw-Hill Book Company. New York. Hillel, D. 1980. Fundamentals of Soil Physics. Academic Press, Inc. New York
---- ----- . 1980. Applications of Soil Physics. Academic Press, Inc. New York. Iwata, S., T. Tabuchi, and B.P. Warkentin. 1988. Soil-Water Interactions. Mechanisms and Applications. Marcel Dekker, Inc. New York and Basel. James, L.G. 1988. Principles of Farm Irrigation System Design. John Wiley & Sons. New York. Kanno, I. 1978. Genesis of Rice Soils with Specid t o Reference ProfiIe Development. In IRRI. Soil and Rice. International Rice Research Institute. Los Banos, Philippines. Keersebilck, N.C. and S. Soeprapto. 1985. Physical Measurements in Lowland Soils : Techniques and Standardizations. In IRRI. Soil Physics and Rice. International Rice Research Institute. Los Banos, Phikippines. Kirkham, D.. S. Toksoz, and R.R. Van Der Ploeg. 1974. Steady Flow to Drains and Wells. In Schilfgaarde, Jan Van (Ed.). Drainage for Agriculture. Number 17 in the series Agronomy. American Sosiety of Agronomy, Inc., Publisher. Madison, Wisconsin USA. Koga, K. 1992. Introduction t o Paddy Fietd Engineering. Irrigation Engineering'and Management Program A s i i Institute of Technotogy. Bangkok, Thailand. ffise, E.G., A.S. Hurnpherys, and E.J. Pope. 1983. Farm Water Distribution Systems. In Jensen, M.E. (Ed.). Design and Operation of Farm Irrigation Systems. Revised Printing. An ASAE Monograph Number 3 in a series Published by The American Society of Agricultural Engineers.
Levine, G 1984. Lingkungan Air dan Produksi Tanaman. Dalam Pasandaran, E. dan D.C. Taylor (Penyunting). Irigasi. Perencanaan dan Pengelolaan. Seri Pembangunan Pedesaan. Penerbit PT Gramedia, Jakarta LPT. 1971. Peta Tanah Eksplorasi Propinsi Kalimantan Barat. Lembaga Penelitian Tanah. Bogor. McWhorter, D.B. and D.K. Sunada. 1977. Ground-Water Hydrology and HydrauIics. Water Resources Publications. Fort Collins, Colorado. USA. Meijer, T.K.E. 1990. Design of Smallholders' Irrigation System. Wageningen Agricultural University, Department of Irrigation. The Netherlands. Michael, A.M. 1978. irrigation Theory and Practice. Vikas Publishing House. Pvt. Ltd. New Delhi.
Miyazaki, T. 1993. Water Flow in Soils. Marcel Dekker, lnc. New York Motomura, S. 1983. Hydrological Relationship of Paddy Soils. fri Nakagawa, S., M. Nakagawa, A Matsumoto, T. Chiba, S. Iwamoto, K. Iwasaki, and Y. Matoba. Advanced Rice Cultivation, Irrigation and Drainage Technology in Japan. Technocrat. Fuji Marketing Research Co., Ltd. Japan. Nippon Koei Co., Ltd. 1993. The Study for Formulation of Irrigation Development Program in The Republic of Indonesia. Voleme 3. Japan Internationid Cooperation Agency, Directorate of Planning and Programming Directorate General o f Water Resources Development Ministry of Public Works, Bureau of Water Resources and Irrigation BAPPENAS Republic of Indonesia. Nugteren, J. 1973. Effects o f Irrigation on Drainage. In ILRI. Drainage Principles and Applications. Theories of Field Drainage and Watershed Runoff. Volume II. Publication No. 16. International Intitute for Land Redamation and Improvement. Wageningen the Netherlands. Pawitan, H., H. Suharsono dan B.D. Dasanto. 1994. Kesetirnbangan Air Wilayah Pulau Jawa. Laporan Penelitian. FMIPq Institut Pertanian Bogor. Puslittanak. 1993. Peta Tanah P u l a K a l i t a n . Pusat Penelitian Tanah dan Agioklimat. Badan Penelitian dan Pengembangan Pertanian. Bogor. Prihar. S . S . . B.P. Ghildyal, D.K. Painuli, and H.S. Sur. 1985. Physical Properties o f Mineral Soits M a t i n g aice-base Cropping Systems. In IRRI. Soil Physics and Rice. International Rice Research Institute. Los Banos, Philippines. S C S L'SDA. 1973. Drainage of Agricultural Land. A Practical Handbook for The Planning, Design, Construction, and Maintenance of Agricultural Drainage System. By Official of The Soil Coservation Service U.S. Department Agriculture. Water Idonnation Center. Inc. Segerlind, L.J. 1976. Applied Finite Element Analysis. John Wiley & Sons, Inc. New York. Sharma, P.K. and S.K. De Datta. 1985. Effect of Puddling on Soil Physical Properties and Processes. In IRRI. Soil Physics and Rice. International Rice Research Institute. Los Banos, Philippines. Soil Survey Division Staff. 1993. Soil Survey Manual. United States Department of Agriculture. Handbook No. 18.
Verruijt, A. 1970. Theory of Groundwater Flow. Macmitfan
Wang, J.K. and R.E Hagan. 1981. Irrigated Rice Production Systems : Design Procedures. Westview Press / Boulder, Colorado. Wesseling, J. 1973. Seepage. In ILRI. Drainage Principles and Applications. Theories of Field Drainage and Watershed Runoff Volume 11. Publication No. 16. International Intitute for Land Reclamation and Improvement. Wagenin8en the Netherlands. 1973. Subsurface Flow into Drains. In [LRI. Drainage Principles and Applications. Theories of Field Drainage and Watershed Runoff. Volume 11. Publication No. 16. International Intitute for Land Reclamation and Improvement. Wageningen the Netherlands.
Wikham, T.H. 1984. Respons Produksi Padi terhadap Air Irigasi : Penemuan-penemuan Terpilih - Teknik dan Ekonomi. Dalam Pasandaran, E. dan D.C. Taylor (Penyunting). Irigasi. Perencanaan dan Pengdolaan. Pedesaan. Penerbit PT Gramedia, Jakarta.
Seri Pernbangunan
Wickham, T.H. and C.N.Sen. 1978. Water Management for Lowland Rice : Water Requiwxnents and Yield Response. In WRI. Soil and Rice. Internationaf Rice Resear& Institute. Los Banos, Philippines. W~cicham,T.H. and V.P. Singh. 1978. Water Movement through Wet Soils. In DRRI. Soil and Rice. International Rice Research Institute. Los Banos, Philippines.
Wirawan. 1991. Pengembangan &in Pemanfiaatan Lahan Sawah Irigasi. Dalam Pasandaran, E. (Penyunting). Irigasi Di Indonesia. Strategi dan Pengembangan. Lembaga Penelitian, Pendidikan clan Penerangan Ekonomi dan Sosial. Jakarta. World Bank. 1990. Indonesia Sustainable Development of Forests, Land, and Water. Aworld Bank Country Study. Washington, D.C. Yamazaki, F. 1988. Paddy FiId Engineering. Translated by Mizutani. M. Published by AgrkulturaI land and Water Development Programme. Asian Institute of Technology. Bangkok, Thailand.
LAMPIRAN
Lampiran 1 Peta tanah daerah penelitian dan lokasi percsbaan
d
Skala I : 1 000 000
Kctcrannan Klasifikasi l'anal (Gmv].
IS, 16
1)ystropepts Kmdit~dtdts Kat~diudox
Kn~libisol1)lstnl. Pudsolik Kandil; Oksisol Haplil,
= Lokasi Percobaan
Sunlber . Peta Tanah Pulau Kalimantan (Puslittanak, 1993).
.
136
Lamp~ran21. Dcnah blok sawah pcrccham dan tab lctak langki-langki lisinleter dan litik-titik pengukuran di saluran, Iimggul &m pmaaang sawah.
La~np~ra~i 2b Perbedaan tingg~antara permukaan tanah ptak-petak pengalnatan dan petak-petak pnyangga.
Sawah BLOK B
S M h BLOK JII
krurnpnpVehkA
/ '
\ 11cm 1T 1 I..
.
,
.
.
Sswsh BLOK Jl
Lampiran 3 . Spesifikasi tangki lisimeter. Bahan
: besi plat, tebal 1.8 mm
Tipe tangki : - alas terbuka
- alas tertutup Ukuran
:
- diameter = 35 - 40 cm - tinggi = 60 cm.
I
r
v
7
Diameter = 35- 40 cm
+
15 c m T
\
I
Tangki alas terbuka
-
7
,, 15-25 cm I.
I
1
v
20-30 crn
Tangki alas tertutup
Lampiran 4. Spesifikasi sekat ukur aliran air tipe V-rrolclt
Bahan
: besi plat, tebal 1 . 2 mm
Tipe sekat ukur : segitiga (V-rtotch)90" : aliran kecil sampai sedang, teliti untuk aliran kurang dari 30
Kemampuan
liteddetik. : Q = 0.0138 H % (liteddetik), H dalam cm (Michael, 1978 dan Hansen, el a/., 1979).
Debii aliran
I
25 - SO cm'
--
-
Titik pengukuran kedalaman air h
P
H ...............................
minimal 2H
* minimal 4H
. .......
d kecepatan
Lampiran 5. Sketsa pemasangan sensor tensiometer pada lapisan tanah bawah dan permukaan perembesan.
Keteranean : a
Pemasangan sensor ditentukan dari permukaan air pada pedakuan kedalaman rnaksimum, baik dalam petak sawah y m g lebih rendah maupun dalam saluran drainasenya, denyan interval 20 cm
r
Di bawah lapisan tapak bajak, sensor dipasang di basian dalam sisi teras di antara jalur pemasangan tangki lisimeter
r
Pada permukaan perembesan (teras sawah), sensor dipasang sejalur dengan pemasangan tangki lisimeter.
Larnptran 6. Rata-rata kedalaman standar air perlakuan pada titik-titik pensamatan dalam petak-petak sawah* dan sduran drainase.
Kelerangan : ' = raia-rata di &lam dan di l u a r w himeter.
Lampiran 7. Rata-rata kedalaman air pada titik-titik pengatnatal1dalarn saluran sekunder, tersier, petak-petak sawah da11 saluran drainase.
Lampiran 8. Rata-rata kedalaman air I) dan keliling basah wp dalam petak-petak sawah dan saluran irigasi tersier
Petak & Lebar b Talud z Saluran (cnl) (-1 Sawah BLOK B 3 1.00 0.30 ST 1080.00 0.45 A 1050.00 0.38 B 1200.00 0.36 C Sawah BLOK JI 41.00 1.21 ST A 140.00 0.54 B 1340.00 0.40 Snwall BLOK JII 39.67 1.05 ST 180.00 0.50 A 190.00 0.38 B 210.00 0.38 C
Kedalaman Air 4 (cm) P1.l P2.1 P3.1 P1.2 P2.2 P3.2 27.49 4.87 4.95 4.93
28.45 9.24 9.49 9.79
28.38 13.07 14.28 14.92
27.27 4.84 4,90 4.63
28.68 9.23 9.72 9.81
P1.1
Keliling Basah ~ , (cm) p P2.1 P3.1 P1.2 P2.2
P3.2
28.96 88.45 90.46 90.31 87.99 90.94 '91.53 14.06 1090.68 1100.26 1108.66 1090.61 1100.24 11 10.84 13.83 1060.59 1070.30 1080.55 1060.48 1070.80 1079.59 14.39 1210.48 1220.81 1231.71 1209.84 1220.85 1230.59
20.86 21.48 20.87 20.10 19.72 19.24 106.49 108.44 106.52 104.10 102.91 101.40 5.14 10.03 15.12 5.14 9.57 14.17 151,68 162.80 174.37 151.68 161.75 172.21 5.30 10.19 15.12 5.21 10.09 14.74, 1351.42 1361.95 1372.57 1351.22 1361.73 1371.75 23.33 532 5.42 5.45
23.71 9.93 10.29 10.37
21.28 14.19 14.73 15.37
18.78 5.27 5.39 5.32
18.16 .9,23 9.49 9.64
17.37 1324 14.54 14.77
107.32 ,191.90 201.60 221.66
108.43 202.20 212.02 232.19
101.38 94.13 92.33 90.04 -211.73 ,191.78 200.64 209.61 221.52 201.53 210.30 221.11 242.88 221.38 230.63 241.60
Lampiran 9. Rata-rata beda kedalaman air penggenangan dan lisi~neterdalam petak-petak sawah.
Keteranga . tanda negatif berarti penggenangan lebih rendah dari kedalaman air lisimeter.
145
Larnp~ranI Oa Besarnya perkolasriperembesanps dan evaporasi E dari lisimeter dalam petak-petak sawah dan curah hujan R
A?'j
l 8 ? A l l ? ? 0 1440 1AW 13cio11301120 8sO 920 9MI Q W 1 1 8 0 1 2 M 13001500137~14W138016.00.13.00134016W19.W18W168018401880184015W16W1530
i'k TAK R
811
040 103 200 120 040 020 8M 9iM 1140 1203 3 8 1 4x1 3W 5 ~ 1OIIO ?:(I , I %
,040 100 ,020 1180
Cll
3?0.1?0
120
Cl! C13
4(X1
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A60 3 m 060 O l X )
120 440 140 14 )
080 139 080 360 2%
Ul?
013 071 I ! I
-100 380 ?60 OW .220 4 8 0
IPt 1AK C
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(1 ,%I 0 ;I,
lEQ 420 1% 5W "0
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430 150 070 870 300 230
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120 203 .I20 803 420
~ 1?u)
020 300 020 5W 120 0%
070 0 0 Ow 103 300 850 OM OW 205 1 3 3 3 b l 200 070 l m 6 M ON) 0 1 ) O:'O050
1W 020 -050 420 280 i m
.2W -2W 440 380 ,020 180
020.020 260 -070 100 ,203 2CC 180 1 b l ,520 ORO 030
080 OM 089 - l W 4 8 0 ,040 0 2 0 180 OW OW 080 .W 080 .2M OW ,403 :W 380 300 5 0 0 180 1 M 200 120 2.00 103 380 3~ 0.70 080 180.080 160 180 .OM -080 AM 1 W 180 1 W
ON
,120 2% .010 280 000
2.70 .080 .OW 180 000
o m o m .om
1M 0.50 1.30 256 150 270
420 480 OM 020 000 1x1
000 100 200 100 ,100 0.80 3.00 0.40 -1 200 020 3: 350 31d 000 3.m 220 120 2 m 220 1x1 160
280053-100.020 020 1 % 000 OW 000 .I32 -1% -1.00 350 170 080 200 200 .132 100 OW om - O M o m . l w
:z
OW 300 1M1 3.03 200 lea
350 4W 050 250 300
1W 340 200 220 200 4 x 1 120
060 -OM 080 420 120 120
720 420 2W 600
120 220 200 140 020 120
140 370 140 440 220 240
150 020 180 080
la3 2M 160 3W 4 7 0 350 I f f l 340 120 1 8 0
020 .OW 020 320 140 170,
1W 280 -103 403
403 303 2W 620 380 370 3~ 3:0
1W 120 040 403 240 3?0
063 280 180 260 280 om
203 240 040 220 120 loo
103 303 080 130 ?W
220 2bl 070 2 0 220 1?0
003 2M ,020 3W 150
rw
om
320 340 2W 3W 370 220
Ibl 300 is0 3W
440 080 ,020 330 680 160
:M i n o 3W-O?O
2W 530 070 380 5 0 lcio l m 51X1 ?B3
!M
Lvdporasl E dan Curah Hujan R
E ( m r n i 1 5 ? 0 5W 3 N i 372 275 882 690 275 302 718 020 1 W 100 R (rnm) I @XI 000 1228 - 4 i 2 -3455 -1032 - 393 8?75 1402 9 9
100 040 350 2 W 150 0.20 2 W 180 OM 158 150 265 380 070 078 3 W OM 415
Lanipiran lob. Rata-rsta besarriya perkolasilpere~nbesanps lisimeter dalam petak-petak sawah
Nornor T~tik
Jarak P1.1 x(~m) 1 2 Sawah BLOK B A1 530 352 4.95 800 18.65 6.58 A2 1070 3.45 3.85 A3
2.20 2.74 1.88 21.98 2.22 2.90
2.28 2.88 19.53 3.35 6.45
4.37 4.26 1.3336.70 1.45 3.82 2.05 2.54 2.63 4.26
8 1 6 4 5 -
1905 3 4 5 217020.38 2770 1.28 3030 177 3370 2.58 C3 Sawah BLOK JI A1 185 1.60 A2 235 393 B1 470 1.52 835 122 82 1205 1.78 83 1570, 2.15, 84 Sawah BLOK JII A1 180 27.25 240 7.67 A2 415 0.18 81 82 475 3.68 660 0.77 C1 730 2 5 3 C2 82 B3 C1 C2
15.10 24.75 0.98 -0.08 0.07 2.02 1.38 512 0.28 1.72 1.07 1.05
3
.
P2.1 1 2 3.96 4.66 5.68
PerkolasiIPerembesanps (nlmthsri) Perlakuan P3.1 P1.2 1 1 2 3 1 2 3 3 ,
3.82 2.98 3.42 2.60 31.24 4.38 3.16 3.46 11.20
3.46 5.44 2.72 3.36 1 , 9 8 3 5 9 8 26.30 3.76 4.80 4.60 3.16 2.36 7.98 4.30, 3.78
3.14 3.40 34.74 3.62 6.98
3.92 3.92 1.72 22.82 3.52 3.08
3.90 3.62 2.32 2.08.27.18 2.58 3.80 1.38 14.72 3.26 0.98 2.72 5.04 2.32 5.22
41.92 -0.36 25.14 77.32 1.32 24.16123.08 16.62 5.30 29.60 26.06 7.105J.18, 34.88. -2.98 2.76 0.24 -2.10 0.92 0.00 -0.34 1.32 0.60 0.12 0.70 1.04 0.10 1.66 2.05 1.72 0.00 1.30 4.70 1.58 3.20 3.68 3.78 0.94 1.86.. 2.72 2.74 2.92 1.18 30.90 12.41-13.22 0.10 0.02 2.00 5.54 -0.58 0.14 -0.13 2.02
2.60 6.12 5.54
1.40 4.78 0.48 1.44 2.08 1.60
3
1
P3.2 2
3
2.68 14.22 4.76 2.02 21.90 6.48
3.50 3.20
4.42 3.80 2.78 4.80 6.18 3.72 1.2621.44 2.62 1.3827.68 3.34 1.46 1.34 19.58 1.74 3.30 31.74 1.76 1.68 2.24 1.84 2.36 3.24 2.52 2.26 5.24 2.16 3.54 6.70
6.64 2.00 2.60 2.94 2.72
2.20 6.64 1.52 16.58 1.74
1.34 13.68 34.52 2.88 3.68 21.90 12.26 16,54 2.12 1.14 1.60 1.74 0.48 1.00 0.74 1.42 2.02 1.16 2.80 1.42 2.14 1.12 2.54 2.06
3.10 2.36 38.38 3.52 3.00 22.14 4.60 9.90 25.04 7.96 14.66 8.00 0.94 -0.24 0.76 1.36 -0.52 0.76 2.06 1.52 10.44 3.42 2.54 2.72 2.92 0.36 -0.12 3.30 0.70 0.82 0.80 0.30 4.12 1.30 0.70 2.10
P2.2 2 3.68 5.08
13.46 27.82 1.46 1.14 2.18 2.22
38.76 16.12 -0.42 1.54 2.64 2.42
4.16 14.72 36.42 26.76 41.86 16.06 2.66 1.72 0 9 6 1.76 1.20 1 8 2 2.02 2.26 3.66 3.12 2.56 3.16
2.08 13.64 1.90 14.04. 8.70 4.32 0.64 1.86 106 1.70 3.44 2.72 0.20 1.04 2.78 1.30 2.72 1.58
1.46 17.64 0.96 1.86 1.04 1.24
13.74 832 1.32 4.22 1.84 3.02
2.14 2.22 4.02 16.70 2.12 0.56 4.06 2.82 3.14 1.08' 2.42 194
Lnlnplran I I Kehllangan deb11 antara allran masuk dan keluar melewati sekat ukur V-no~ch dalam salurm tersler.
1 1 1
2.1830 2.6571 2 1400 0.6085 O.6M9 0.5530 14581 1.7891 1.4166 2.3267 0.6108 1.5553 0.liiM 0.0022 214M) 4.3639 4.2557 0.5530 0.7284 0.7084 1.4186 3.2427 3.0108 3 . W 0.6626 2.5574 0.3688 OW50 0.8057 3.0108 1.6518 1.7134 3.1235 0.6362 2.1252 0.3820 0.0049 4.2557 2.4981 2.6168 0.7W4 0.*6
1
Rala rala
1812 7389 3 8 l W 3 447310 6224 0 6779 0 84321 1 9 3 3 2 W 2 6 7 1 13 3349 06476 2 48481 0 2023 0 0027 13 3704 2 2436 3 U)55106390 06057 0831912 4403 14286 25322]301M 06265 2 13371 02596 1 0 0035 1913 4473 2 2)04 10941106432 05391 04490126571 14022 0224212 2708 054% 142781 0 2990 1 OW40
26 0.8428 27 0.8715 28 1.0014 291 t 3857 Rala rat? 11 24% 3 0 1 1570
I I
0,6968 0.8715 0.4420 2 7389 1.0014 0.4393 0.8108 1.3857 0.4420 1 1767 1 1570104975 1 1875 1 W7104803 41490 31M2104SX
0.4143 0.4393 0.0781 0.0380 0.5808 0.4420 0.3936 1.6640 0.4550 0.4975 0 . 1 W 0.2151 04pJ 04808104755 04565 04481 0462310505$ 04745 07W6 05225105291 34002
1 1 1
0.3916 0.6036 0.4319 0.16W 0.2019 OW27 0.1504 1.5373 0.4873 0.7340 0.3139 0.W42 0.4755 1.0859 0.4652 0.2803 0.32Od OW43 052911 12398 04860 048671 02671 1 0 W36 0325311 1549 04636 043511 0 2562 1 OW35 25789126314 05726 21687I 008981 OW12
I l l
6 2.3299 29069 33534 0.3033 0.5382 0.6501 1.4166 2.1258 2.4054 2.8654 0.5299 1.9834 0.3501 0.0047 7 3.3534 2.3599 2.4361 0.6501 0.5948 0.8018 2.40% 1.6155 1.2787 2.7165 0.6154 1.7865 03345 OW45 8 2.4361 5 7833 5%33 O.BOl8 0.8021 0.0720 1.2787 4.8418 4.5294 4.5876 0.6254 3.4833 0.2889 0.0039
Koterangan aliran keluar ke pdak aawah bubn p n p l m d r n Ool dihilunp dati pnsmran : Qol = 0.1367 Hol - 3.3798. = hari berikutnya
Lampiran I I . Lanjutan
I I
I l l
26 13209 1.2692 1.4665 0.1075 0.6752 0.0907 0.3636 0.3251 0.3598 0.8306 0 . m 1.0241 1.3585 0.0911 0.34% 0.8819 0.0360 0.0007 27 1.4865 0.4145 0.7523 0.0507 0 . W l 0.0363 0 . 3 M 0.2249 0.2827 1.0241 0.1623 0.4169 O.W 0.0424 0.2891 0.5354 0.0176 0.0003 28 0.7523 10241 0.8715 0.0363 0.0752 0.0726 0.2827 6.3251 0 . m 0.41S 0.5928 0.4637 0,8826 0.0813 0.3645 0.4941 0.0226 O W
Kdersngan allran koluor ke pelak sawah bukan pengametanQol 30 902, rnaslng-rnannpd ~ h l u wawl paraamam Qol 8 0 1295 Hol .2 2550 dan 002 a 0 1927 Ho2.3 0862 ' = ha11ber~kulnya
1,arnpiran I ? Korelasi antara aliran air yang masilk ke petak sawah bukan pengamatan terhadap kedalaman air dalarn saluran tersier di depan petak sawah antara sekat ukur V-~rotch.
SAWAH BLOK 8 Nomor Kedalaman a~r(cm) Hi Ho1 Ho 4 1 5 2 7 3 3 OW 1 2 5.60 27 75 3.60 3 6 08 28 03 4 25 7.98 26.55 6.80 4 840 28.90 700 5 960 29.33 8.32 6
1 43.00 29.12 27.28 24.86 2388 22.84
to1 (detik) = 14 885 liter 3 4 2 42.78 43.75 43.65 29.41 29.44 29.59 27.84 27.50 27.78 24.66 24.78 24.75 23.93 23.68 23.65 22 44 22.82 , 22.29
5 43.25 29.25 27.63 24.72 23.94 22.62
1 0.3452 0.5112 0.5458 0.5988 0.6233 0.6517
Qol (librldetik) 2 3. 4 0.3479 6.3402 0.3416 0.5061 0.5058 0.5030 0.5347 0.5413 0.5358 0.6036 0.8007 0.8014 0.6220 0.6286 0.6294 0.6833 0.6523 0.6678
Ra.Q-rata Qol(Vdet) 0.3439 0.5070 0.5392 0.8013 0.6250 0.6586
5 0.3442 0,5089 0.5387 0.W1 0.6218 0.6580
Qi (Ildet) 0.4842 1.0241 1.2579 2.4825 2.8221 3 9406
Qo (lldbt) 0.0000 0.3393 0.5139 1.6640 1.7891 2.7554
\ Q (Iiterldehk) 7406m perm ' 0.1403 0 0019 0.1778 00024 0 3248 0 0028 02172 00029 0.4081 0.0055 0 5265 0.0071
Regres~lin~er Qol = a Hol + b : a = 0.1387; b = -3.3798: r = 0.0250
SAWAH BLOK JI DAN RLOK JII
Namar 1 to2 (detlk) = 16 395 liter Kedalaman air cm 1
HI H o l H o 2 H o 1 2 3 4 5 1 2 3 4 5 5 90 17 85 21 07 5 30 261 35 254 41 24922 25366 26990 92 16 93 59 94 68 9297 91 53
Nomor 1
2 3
4 5 6
1 0 0508 0.0695 0.1072 0 1368 0.1795 0.2249
Qol (literldetik) 2 3 4 0.0522 0.0533 0.0523 0.0682 0.0669 OW72 0.1091 01088 0.1082 0 1359 0.1345 0.1317 0.1741 0.1769 0.1763 0.2317 0.2302 0.2280
5 0.0492 0.0660 0.1083 0.1283 0.1780 0.2314
Regresl llnler Qol = a1 Hot + bl a1 = 0 1295, b1 = -2 2550 11 = 0 9985 Po2 = a2 Ho2 + b2 a2 = 0 1927, b2 = -3 8862, r2 = 0 9963
1 0.1779 0.1921 0.2440 0.3066 0.3953 0.5M5
Q02 (liiarldetik) 2 3 4 0.1752 0.1732 0.1763 0.1902 0.1956 0.1916 0.2497 0.2500 0.2458 0.2993 0.2967 0.2939 0.2840 0.3918 0.4057 0.5045 0.5019 0.5079
,
5 0.1791 0.1884 0.2460 0.2959 0.3883 0.5045
.
Rats-rata
Qol 0.0516 00675 0.1083 0.1336 0.1768 0.2292
. Qo2 0.1763 0.1916 0.2471 0.2985 0.3930 0 5052
Qi (Ildet) 1.1668 16640 2.4054 3.0368 4.2321 5 5381
Qo (Ildet) 0 8924 13315 1.9330 2.4207 3.3534 4 4739
\Q (literldetik) 51.Wm perm 0.0465 0.0009 0.0733 00014 0.1171 O.CQ23 0.1840 0.0036 0.2791 0.0055 0.3297 0.0065
Larnpiran 13 Besarnya perkolas~/perembesanp
Petak 8 Keliling Basan wp*'.(cm) Saluran P1.1, P 2 . 1 P3.1 P1.2, P2.2 Sawah BLOK B ST 8845 90.46 90.31 87.89 90.94 A 1090.68 1103.26 t108.66 1093.61 1103.24 B 1060s1070.3 1 m . s 10~0.48iom.eo C 1210.43 12M.61 1231.71 1 S . W 1220.86 Total Sawah BLOK JI ST 108.48 108.44 106.52 l(W.10 102.91 A 151.63 16280 174.37 151.68 161.75 B 1351.42 1361.95 1372.57 1351.22 1361.73 Total Sawah BLOK JII 107.32 10343 101.39 94.13 9233 ST A 19190 iV2.20 211.73 191.78 206.64 B MlEO 21202 221.52 201.53 210.33 C 221.0 232.19 242.M 221.3 233.63 Total
dati I?\'*
dalam saluriin irigasi dai petak-petak sawah
P w k o l a s i P ~ ~ ! x @ps A (hmlhari) , , , . PerkolbsilPerembePanPS ',(cm~a?lcm) P2,l P3.1 P1.2 P2.2 P3.2 P 3 . 2 Pl.l,.,P2.1 P 3 1 1 , P 1 , 2 P2.2 P3.2 P1.l ,
91.53 363.36S . 0 4 S . 0 7 333.89 337.40 354.78 3213.98 3033.76 3477.73 2950.86 3368.35 1110.84 5.26 5.72 7.32 5.50 6.62 10.96 5i3.21 62983 811.E 6CO Z . 761.86 1079,s 5.74 6.71 7.04 5.48 5.11 7.01 838.05 718.53 780.95 ~ 1 . 1 5 546.82 1230.59 4.57 6.75 7.82 3.68 4.23 6.57 552.79 E23.64 98.20 444.68 516.56 4848.03 5232.52 a12.93 4617.01 4693% 101.47 JM.13 215.22 15011 9.33 33.34 55.83 J 1 5 . B 2 3 . 7 7 . 172.21 17.32 27.18 40.29 14.58 19.28 23.33 262.71 442.43 1371.75 1.14 1.07 1.77 1.57 1.B 2.24 154.47 16.50 3632.77 2921.88
2025.12 102.47 242.94 B70.53
4C8.40 220.90 212.37 842.67
3247.19 1216.C0 757.15
809.63 6628.97
384.58 566.12 311.58 401.76 224.91 a7.50 931.09 1275.38
90.04327.57 215.24 199.76 43.49 42.74 62.07 3515.58 2333.77. XrL5.12 409.40 334.3 &.61 9.18 10.68 15.43 8.75 7.94 7.86 176.12 215.95 326.63 167.87 158.37 221.11 1.33 1.64 3.M 1.B I.@ 2.52 26.77 34.77 66.45 26.03 41.71 240.88. 0.78 1.09 1.67 1.35 1.73 2.24 17.36 25.31. , 43.48 29.89 38.93 3735.84 2609.76 2458.m 633.16 65565
566.12 1M.B
56.65 53.97 840.42
Tabel konversi .\Q mehjadi ps (Persamaan 48) Saluran TersierST
Pll
BLOKE BLOKJI BLOKJII
8845 W.46 EL1.31 87.99 90.94 01.53 0.M37 0 . m 0 . W 0 . m 0.1 0 6 9 108.44 108.52 104.10 102.91 101.43 O.E.81 0.0054 O.W7 0 . m 0.107.32 108.43 101.3 94.13 92.33 93.04 O.&l 0 . W O,C047 0 . m 0.-
P2.1
Keliling basah wp""cm) P3.1 P1.2 P2.2
Keterangan . " . dilenlukan dari Lampiran 8.
I\Q
P3.2
P1.l
P2.1
(l'iterldetik) per 1C0 cm P3.1 P1.2 P2.2
P3.2
P1.1
P2.1
pr (rnmhari) P3.1 P1.2
P2.2
P32
0 . m 3ea.35 335.04 585.07 338.89 35740 354.78 0.0013 880.27 4 33.8380.23 78.65 76.89 111.66 O.C013 866.14 43047 m.52 86.59 85.47 125.75,
Lampiran 14. Konversi kelernbaban tanah pengukuran tensiometer dart persen DSM meter menjadi persen-volume.
Lampiran 15. Kalibrasi respon DSM (display soil rnuisture) meter menggunakan ~netodeyravimetri terhadap kelembaban tanah dari sampel tanah teras dan di bawah lapisan tapak bajak.
SAWAH BLOK JI (Contoh tanah diamt Kelembat Tanggal 1997 DSM meter Rata2 1 2 Pada Teras Sawah Januari 11 88.9 86.7 87.80 13 86.0 84 1 65.05 15 84.8 833 84.05 17 84.5 83.5 84.00 19 84.1 83.0 83.55 21 83 3 83.0 83.15 23 83.5 828 83.15 25 83.5 81.0 82.25 27 B0.9 76.4 78.65 30 80.1 78.3 79.20 Februati 2 80.6 75 0 77.80 5 78.8 72.9 75.85 8 77.0 73.2 75.10 DI Ba*ah lapisan Tapak bajak Januar~ 11 85 9 88.7 87.30 13 85.2 87.0 86.10 15 84.7 85.2 84.95 17 84.4 84.9 84.65 19 84 4 79.2 81.80 21 83.9 78.8 81.35 23 81 2 79.0 80.10 25 81 4 76.9 79.15 27 77.9 78.2 78.05 30 82 1 72.0 77.05 Februsti 2 76.3 74.5 75.40 5 76.1 73.6 74.85 8 74 8 71.1 72.95
iari Petak A) Ksbmbaban Tanah' I Tanah (%) Gravimatri ('?b-vo!urne) Ptk B 1 2 Rata2 h k A
50.28 47.50 45.37 42.61 41.57 36.97 38.04 37.84 34.45 34.11 31.49
51.01 48.44 46.19 43.53 40.06 40.16 38.33
52.40 49.31 47.72 43.57 4405 43.13 39.84 39.12 36.82 37.30 35.31 35.02 34.18
54.10 51.98 49.75 44.92 40.03 42.15 41.59 36.31 38.30 36.74 33.69 30.44 28.53
50.65 47.97 45.78 43.07 40.82 38.57 38.19 36.60 37.12 36.22 35.34 34.76 34.44 32.32 31.91 2922 32.00 30.61 27.80 3315 28.98
65.78 62.31 59.46 55.94 53.01 50.09 49.60 48.21 45.90 4.73 41.44 39.76 37.64
62.46 59.16 56.46 5312 5034 47.56 47.09 45.78 43.58 42.47 39.35 37.75 35.74
53.25 54.65 48.74 44.25 42.04 42.64 40.72 37.72 37.56 37.02
73.31 89.72 67.09 60.91 57.88 58.70 56.05 51.92 51.71 50.96 47.08 45.08 43.17
73.97 70.35 67.70 61.46 58.40 59.23 58.56 52.39 52.18 51.43 47.51 45.47 43.56
34.X) 32.73 31.38
%lembabnnTanah (46-volume) Keterangan Regresi" 1 hktw Kneksi'" PtkA I PtkE PtkA I PtkB I I I Patsk . ,..A. 63.90 60.68 S0.98 53.46 l ~ a d ateras sawah
I
1
1
--
1
-.-..R-
Patsk .
47.58 ' : konvsrsi (Persamaan 51) 47.58 bobot isi. bd (grIcm3) : 47.58 " : ka = a kat + b (Perssmaan 53) 47.58 ke = kelembaban (%-volume) hat = kelembaban DSM meter (%) 47.58 47.58 r = kwf'iimregresi (94) 47.58 "" : porositastotal, f (%) 47.58 47.58 Ca$tan : bd dan f (Lampiran 24b): 47.58 - pada Was sawah dgunakan rata4698 rata ttga lapisan tanah 45.66 di h w a h lapisan tapk bajak digu41.98 nakan IapisPn tanah bawh.
-
Lanipiran IS. Lar~jutan
KelembabanTanah'
43.84 42.56 41.29 39.31 37.3 36.76 34.10 34.73 32.76 31.01 29,s 30.12
35 15 32.77 31.11 3.02 29.28
Di Bawah Lapisan Tapak bajak Januari 11 850 842 84.80 48.91 46.12
4302
13 15 17 19 21
n
25 27 3 Februar~ 1
5 8
87.5 861 83.8 84.3 849 838 81 2 83 1 82.4 80.4 m.0 775
859 848 84.7 83.8 83 2 81.8 82.9 82.0 83.1 828 81 3 807
86.70 44.38 S.45 43.26 84.25 39.07 84.05 3 . 1 9 84.C6 36.74 82.80 38.12 82.E 35.16 82 56 35.57 82 75 32 77 61.60 31.21 m.15 are 7910 28.44
13 84.3 82.9 83.60 15 83.7 82.7 83.20 17 83.1 W.6 81.85 19 82.8 794 81.10 21 82.5 79.1 80.60 n 81.7 78.7 eo.a .25 81.4 785 B.95 27 80.7 77.3 79.00 3 80.3 76.0 78.15 Februar~ 2 79.7 75.0 77.35 5 791 738 7645 8 776 729 7525 -.
44.11 42.91 40.18
b.25 37.64 36.44
34.64
47.53 44.85 46.19 46.18 43.96 45.07 38.93 37.94 3 . 4 4 39.56 36.49 38.02 38.32 35.43 36.88 3.41 5.33 5487 32.68 32.51 32.32 34.44 32.41 33.43 8 . 1 5 3375 33.45 27.65 T).@ 28.87 25.91 2 8 3 27.11 2 5 X ) 2701 26.11
: konversi (Persarnaan 51) bobd isi, bd (prIcm3) : " : ka = a hat + b (Persamaan SO) ka = kelembaban (%.volume) kat = kelembaban DSM meter (%) r = koefisien regresi (Sh) "': porosilas tanah, f (%) : bd dan f (Lampiran 2 4 ) : pada teras rawah digunakan rata-rata tiga lapitan tanah di bawah lapisan lapak bajak d~gunakan lapiran tanah bawah.
Lampiran 16. Kelembaban tanah pengukuran metode gravimetri aebelum pemasangan sensor dan sesudah pengukuran dengan tensiometer.
Lampiran I 6 . Lanjutan
SAWAH BLOK JII
Lampiran 17 Ketebalan lapisan-lapisan propil dan kedalaman muka air tanah dalam petak-petak sawah.
-
Keterangan : Kdalaman muka air tanrh PETAK A larhadap muka air S U ~ Q I ~t a c d M : 1 Blok B : jarak 70.25 m. mukr air tanah 1.49 rn dau 1Mcm. 2 Blok JI : jarak 133.65 m, muka air tanah * 2.89 m d w 290 om. 3 Blok JII : jank * 133.65m. muka air tanah 2.77 m 1I8u 280 cm. Warnu
[email protected]~lsn tanah dllsnlukan dad buku Mundl WI C a b C h M : 1. Bbk B : 1* brrmnhh bkck: b 1 brwm; c ' )Wnhh bmrm. 2 ElokJi.Jll a * d a h b r ~ ; b . b m ; c . b ~ h I D m r m : d - b ~ h t ~ ~ b r 0 y m ; ( r ~ s h b r o r m ;
= berbatu;
"
l.@O9ntO~Bhg~y;~~b~R~~;hh&ht~gmy:l.~gmy. = berbdu padas
Lampiran 18. Ketebalan lapisan-lapisan profil tanah pada titik-titik pengukuran lisimeter, tanggul saluran d m pematang sawah.
Keterangan : Warna
~~ianab ditcntukandari buku Munsel Scd Cdw Chart :
1. BbkB
:a=kovmiiMadr:b=bmwn:c=yebw&hbmwn. 2. B ~ J I . J I I : a = & ~ b m w n : b = b n m n : c = ~ b m w n : d = b r i g M R d d + h b m w n : e=-shbrom;f =#ghtbmwnishgray;g = bmwnishgay; h = @btreddish gray;i = light gray. = mu; -* ,= ,&,t padas.
Lampiran 19. Warna Iapisan-lapisan tanah sawah percobaan berdasarkan buku M I ~ I I .Soil F ~ (~b/l o r (-'hart .
Sawah BLOK B
BLOK Jt dan BLQK JII
Lapisan Tanah
hue
value/chroma
a b c
l OYR
311 416 518
brownish black brown yellowish brown
a b c
lOYR 1OYR 7.5YR 5YR lOYR 7.5YR 7.5YR 2.5YR 5YR
3/3
dark brown brown br&&t brown
d
e f g h i
lOYR 1OYR
416
518 5/8 518 7/1 6/1 711 W1
Warna Tanah
l~r@htre&fish brown yellowish h w n 1brownish g a y
brownish g a y IigW miwish gray li#~t gay
Lnnipirlui 20. A~ialisistekstur* lapisan-lapisan tanah pada titik-titik pengukuran lisimeter, tanggul saluran dan pematang sawah
Kderangrn ' = rnaliair dilrkuku'di LbbontoriumTmah Pakulbc Wlenian U n i n m b Tcnjungpm Pontlmrk,
Lamplran 2 1 Analisis sifat fis~k*lap~slui-lapisantanah pada titik-tit~kpengukuran lisimeter, tanggul saluran dan pematang sawah.
. ..
Lamp~ran22. Kelas dan nilai konduktivitas liidrolikajenuh k 2 berdasarkan hubunga~bobot isi bd d m tekstur lapisat)-lapisantanah sawah percobaan.
Tekstur, Pasir dan Liat (%), Petak8 , 12 H Tanggull 13 . Pematang .Pasir Liat Pasir Liat Pasir L i a t . Sawah BLOK B TS 16.33 18.00 3.67 27.33 8.33 46.00 TT 5.67 40.67 6.67 36.33 6.00 49.67 A 15.94 38.33 5.89 59.89 13.11 56.67 8.00 28.33 10.00 37.33 2.00 46.33 PA 11.44 31.44 5.44 57.33 8.89 56.11 B PB 9.00 25.00 1.00 50.00 6.00 42.33 15.67 29.22 8.00 52.11 10.89 53.22 C TD 7.67 53.67 5.00 30.33 3.67 46.00. Sawah BLOK Jl fT 5.00 48.00 2.33 67.67 1.67 73.33 A 4.67 49.00 5.00 61.17 1.83 68.00 PA 3.33 49.33 7.33 47.00 4.33 54.33 7.25 50.33 6.42 55.75 4.92 59.33 B TD 0.67 52.00 2.00 61.67 0.00 55.33, Sawah BLOK JII TT 0.00 54.00 1.67 60.33 4.67 62.33 A 7.33 48.00 0.50 65.33 9.00 61.50 6.67 47.00 4.00 50.00 1.33 60.67 PA 1.OO 52.83 0.00 58.33 8.50 58.67 B PB 1.00 54.33 2.00 42.67 0.00 63.33 C 1.83 53.83 0.50 58.17 8.33 59.67 TD 4.00 47.67 1.67 50.33 1.67 61.33 ,
,
.
bd (glcin3)
vela$ Tektur H I2 13
H
I2
13
1.07 1.27 0.87 1.17, 0.82 1.11 0.94 1.20
1.29 1.25 1.27 1.22 1.26 1.24 1.25 1.O1
1.27 SIL SICL SIC 1.29 SIC SlCL SIC 1.23 SlCL C C 1.31 SICL SlCL SIC 1.24 SICL C C 1.17 SIL SIC SIC 1.25 SlCL C C 1.29 SIC SlCL SIC
1.36 1.09 1.30 1.01 1.03
1.36 1.43 1.14 1.36 1.24
1.40 SIC 1.38 SIC 1.45 SIC 1.39 SIC 1.43 SIC
C C SIC C C
1.36 1.06 1.21 1.05 1.20 1.03 1.33
1.43 1.40 1.25 1.42 1.31 1.42 1.32
1,43 SIC 1.39 SIC 1.45 SIC 1.45 SIC 1.42 SIC 1.37 SIC 1.42 SIC
C C SIC SIC SIC C SIC
Klasifikasi Kelas K2 Kelas bd ll 12 13 H 12 13
H
Nilai k2 (cmljam) 12
13
L L L L L L L L
L L L L L L L L
L MH L ML L ML L MH L MH L MH L MH L ML
MH ML 2.081 0.461 0.3094 ML ML 0.3094 0.3296 0.2891 ML ML 0.3499 0.2284 0.2689 ML ML 0.664 0.3499 0.2891 ML ML 0.664 0.2486 0.2689 ML ML 1.069 0.2486 0.3094 ML ML 1.069 0.2689 0.2689 ML ML 0.2689 0.3499 0.2891
C C SIC C C
M L L L L
M M L M L
M M M M M
L ML ML ML ML
L L ML L ML
L L L L L
0.033 0.2689 0.2689 0.2891 0.2486
0.0208 0.0249 0.2891 0.02891 0.2081
0.0188 0.0208 0.02891 0.0269 0.02891
C C C C C C C
M L L L L L M
M M L M L M M
M M M M M M M
L ML ML ML ML ML L
L L ML L ML
L L L L L L L
0.02891 0.2891 0.2891 0.2486 0.2284 0.2486 0.033
0.0249 0.0228 0.2689 0.0269 0.2891 0.0269 0.0309
0.0249 0.0249 0.0249 0.02689 0.0228 0.0269 0.0249
L L
Lampiran 23a. Pembagian nilai selang kalas konduktivitas hidrolika jenuh dalarn selangselang kecil.
Kelas I Selang' K jenuh (cmljam)
K jenuh (cmljam) Kelas ISelang' K jenuh (crn/jam) No.' Selang Kecil Rata-rata Sangat Tinggi
>= 36.0 Agak Rendah
H
3.60 - 36.0
3.60- 5.63 2 5.63 - 7.65 3 7.65 - 9.68 4 9.68 11 70 5 11.70 - 13.73 6 13.73 - 15.75 7 15.75 - 17.78 8 17.78 - 19.80 9 19.80 - 21.83 1 0 21.83 23.85 1 1 23.85 - 25.88 12 25.88 - 27.90 13 27.90 29.93 14 29.93 31.95 1531.95-33.98 16- 33.98 36.00. 1
-
-
-
- Agak Tinggi 0.360
- 3.60
K jenuh (crnljam) Rata-rata Selang Kecil
VH
>= 36.0 Tinggi
No.
MH 1 0.360
- 0.563 2 0.563 - 0.765 3 0.765 - 0.968 4 0.968 - 1.170
5 1.170 - 1.373 61.373-1.575 7 1.575 - 1.778 8' 1.778 - 1.980 9 1.980 - 2.183 10 2.183 - 2.385 1 1 2.385 - 2.588 12 2.588- 2.790 13 2.790 - 2.993 14 2.993 3.195 15 3.195 - 3~398 I6 3.398 - 3.600
-
4.61 0.0360 6.64 8.66 t O 69 12.71 54.74 16.76 18.79 M.81 22.84 24.86 26.89 28.91 30.94 32.96 34.99
- 0.360
0.866
1.069 1.271 1.474 1.676 1.879 2.081 2.284 2.486 2.689 2.897 3.094 3.296 3.499
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 , 16
- 0.0360
0.0461 0.0664 0.0866 0.1069 0.1271 0.1474 0.1676 0.1879 0.208f 0.2284 0.2486 0.2689 0.2891 0.3094 0.3296 0.3499
-
-
1 0.00360
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Sangat Rendah (Vt < 0.00360]
' : Sumber - Soil Survey Division Staff (1993)
0.0360 - 0.0563 0.0563 - 0.0765 0.0765 - 0.0968 0.0968 0.1170 0.1170- 0.1373 0.1373 - 0.1575 0.1575 - 0.1778 0.1778 - 0.1980 0.1980 - 0.2183 0.2183 - 0.2385 0.2385 - 0.2588 0.2588 - 0.2790 0.2790-0.2993 0.2993 - 0.3195 0.3195-0.3398 0.3398 0.3600 .
'L
Rendah
0.461 0.00360 0.664
ML
-
0.00563 0.00563 - 0.00765 0.00765 - 0.00968 0.00968 0.01170 0.01170 - 0.01373 0.01373- 0.01575 0.01575 - 0.01778 0.01778 - 0.01980 0.01980- 0.02183 0.02183 - 0.02385 0.02385 - 0.02588 0.02588- 0.02790 0.02790- 0.02993 0.02993- 0.03195 0.03195-0.03398 0.03398- 0.03600;
-
0.00461 0.00664
0.00866 0.01069 0.01271 0.01474 0.01676 0.01879 002081 0.02284 0.02486 0.02689 0.02891 0.03094 0.03296 0.03499
1 < 0.00360
Lampiran 23b. Gambar pembagian selang kelas konduktivitas hidrolika jenuh metode segi tiga kelas tekstur tanah.
too
Bobot I s i Sedang
90
80 70
-60
s
h
40
30 20 H)
0 0
#
J
Z
0
3
0
U
)
5
Pasir
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Larnpiran 24. Program komputer rnetode elemen hinsga untuk menghitung h y h u l i c h d d a l a r n bidang aliran air tanah untuk kondisi tanah jenuh. CIS
DlM X t l 7 6 , Y(176), H(176). N 176). LM( 176), NMSl(176). NBS2(176) DIM EkX 176). XX(176), YY( 176). HH( 176), qq( 176). NNBSZ(I76) DlM V(262, 3), KFf(262). T(262). W ( 2 6 2 . 3). KKH(262). h4BS2(262) DIM b(3), H 3 ) . xj(3). yj(3). alf%127, 127), beta( 127). w(262.6). zl(20, 3) N=17G:M=262 REM 'MENWSONGKAN NLAI EIEAD 1%PADA S E W NODE F FORI= 1TON H(1) = 0: l*%(l) = 0 NEXT 1 REM BACA NOMOR NODE E DAN UBAF1 POSISI NOMORNYA' FORI= 1T O N READ XU), W I i , WIi, MI), NBSl(1). NBSt(li IFNBSI(I)= 1 T H E N I N = l l + I:NSI = 1 N : N D S 2 = N - I N NEXT 1 FORI= I T O N IF NBSI (I) = I THEN W T O I 0 I i = U + I: KN=lI:GOSUB200 10 NEXTI FORI= 1T O N IFNBSI(I)=0GOTO20 KN=KN+ 1: GOSUB200 20 NEXTI FORI= I T O N NE = WI) IF: NBS2(NE) = I THEN NNBSYI) = 1: GOTO Uf m w .n,= o 30 NEXT1 REM BACA NO= ELEMEN T DAN UBAH POSISl NOMORNYA' FORJ= 1T O M m v ( J t). . V(J.2). V(J, 3). KIKJ). M 3 S a J ) FMBSyI)=ITHENIM=.rM+ l:MS2=IM
mXTJ F O R J = l TOM 40
IFMBS2(J)=1 T H E N J J = S J + I: K M = J J : G O T O 4 0 IM=Jhl+ I : K M = J M GOSUB 210 NEXT J FORJ= I T O M FORK= 1T O 3 NV = W ( J , K) FOR I = 1 1 ' 0 N NE = EE(I): IF NE = NV THEN W(J, K) = I: G O T 0 50
NEXT 1 5( I
NEXT K
NEXT J REM MENGHITUNG IlETERMINAN DET, KONSTANTA b, c DAN LUAS EI.EMEN Al' FORJ= I T O M I;ORI= I T O 1 NV = VV(J, 1): xjfl) = XX(NV): \i(l) = YY(NV)
m.xr 1
1~E1~=(~~2~~~j(3)-~i(3)*~j~2~)+(sj~3)*yj~l~-~~l)*~:~3~~+~~~1)*~.~2 Ml)=t?j(2) - yX3))l DET: e l ) = (sj(3)- xjc2)) / DET MZ)=()ri(3)-yJ(l))IDE-r: c ( 2 ) = ( s j ( l ) - dij)/DET ~ ~ ) = ( ~ . i ( l ) - ? j ( 2 ) ) l D Ea(3) T : =(?i(Z)- x~k1I , / DEI' A T = 5 *ABS(DET)
Lampiran 24. Lanjutan. REM MENGHITiJNG R.IT1lGR.U. LUAS ELEMEN /a' M =0 FOR I = I T O 3 F O R K = I TO1
M=M+I:7dJ,UC)=KKHfJ)*b(l)*b(K)*AT+KKH(J)*c(I)*c(K)*AT NEXT K
NEXT N E X T I REM 'MENGHITUNG PANJANG SISI ELEMEN 1 3 2 DAN P E R E m E S A N RATA-RATA qr' FOR J I TO MS2 K=O.SUMQ=O F O R I = 1 .I'd3 NS2 = W ( J , I): IF NNBSZ(NS2) = 0 THEN GOTO 60 K = K + I:SUMO=SUMO+odNS2> IF K = I THEN = xx(Ns2): i;~ = i ~ ( ~ s 2C) ~: T O M> IF K = 2 THEN X2 = XXmS2): Y2 = YY(NS2) 60 NEXT1
-
LS2=((X2-X1)"2+(YZ~Yl)A2)n.5S:qr=SUMQ/2 REM WNGHiTUNG UWEGFUU GARIS zr M=O F O R I = 1 TO 3 NS2 = W ( J . I) IFNNBS2(NS2)=0niENLu=O IF NNBSZ(NS2) = 1THEN LU = .5 zl(J, I) = qr LU * IS?
NEXT I NEXT J REM MFNYUSUN INTEGRAL LUAS ur fCE DALAM SlSTEM LINER' FOR J = I T O M M =O FORI= I T O 3 NVI= W ( J . I ) : L = N V f : I F l = I THENC&TO100 FORK=l TOI- I M=M+l:NVK=W(J,K):T=NVK EL>NDSZTHENGOTO?O IF T > NVS2 THEN G O T 0 80 alfa(L, T) = a W L . T) + .?a(]. M):alfa(T, L) = alf4T. L) + zNJ. M): C O T 0 90 70 IF T > NDS3 THEN W T O 90 heta(T) = W T )- W ( L ) za(J, M): GOTO UO 80 W L ) = b m ) - tUl(T) * M J , M) 90 NEXT K l(W M = M + I:11=IK:lFL>NDS2 THENGOTO I10 alfa(L, L) = alfa(L. I.)+ 7a(J, 11) 110 NEXT I mxr J w M 'MENWSUN lNTEGRAL GARlS ZL ICE DALAM S I S l E M LINER' FOR 3 = I TO MS2 FOR I = I TO 3 NVI = W(J,0:!.= NVI: IF I. > N D S Z THEN C i T O 110 betatl.) = b r w l . ) + ;cl(J, 1) 120 NEXT 1 NEX-I' .I
Lampiran 24. Lanjutan REM 'MENYELESIUKAN SlSTEM LIMER DENGAN METODE GAUSS-SEIDEL' ES = -01: ITER = I: ITERMAX = 50 PRINT USING "I##'; lTER;: IF ITER = 25 OR ITER = 50 THEN PRINT 130 FOR 1 = I TO NDSZ SUM = beWI) FOR J = I T O NDS2 IF J = I T H E N C & T O 140 IF J > I THEN SUM = SUM - alfa(l, 3 ) W J ) : C a T O 140 S U M = S U M - alfa(l. J ) HIH(J) NEXT J m(q= SUM / alCa(l, I) I STP=O F O R I = 1 TONLX32 IFHH(I)=O?HENEA=99:GoTO150 EA = -Wg-nr(I) - HK(I)) W I ) ) IFEAcESTHENSTP=STP+ 1 I F S T P = N D S 2 T H E N W T O 160 =(I) = HH(0 NEXT I ITER=lTER+l IFlTER-==lTERMAXTHEN W T O 130 IF lTER r ITERMAX THEN PRlNT "SOLUSI B E L W TERCAPAT: STOP 160 FORI=lTON EH = EE(1): IF EH = 1 THEN H(EH) = HH(1): GOT0 170 FORJ= I T O N EH=EE(J):IFEH=I'IHENH(EH)=mI):GOTO 170 NEXT J 170 NEXT 1 REM CETAK IIASIL' OPEN " D ? a 4 L P N L ~ E R T A S ~ A T A 8 A S \ F F ~ P.DAT' l 1 1 FOR OUTPUT AS # 1 PRINT#I,"E X Y H* FOR[= I T O N PRINT #I. U W G "###': 1:: PRINT # I . USING "######.##': X(I). Y(I): £%I) NEXT I CLOSE END E M SURRUIWE' 200 EE(KN) = I: X X ( W = X(1): YY(KN) = Y(1): HH(KN) = tyl): WKN) = q(l) RE-IURN 210 T(W)=J:KKH(KM)=KH(J) F O R K = 1 TO3 W ( K M , K) = VCJ. K)" NEXT K RETURN M-:M 'IjKCA . .,'
IJampiran 25.
Mastllan
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Lampiran 25. 1,anjulan. DATA NODE N.2
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Lampiran 26. Masukan data Mode dau Ekmen untuli mauentl~kannilai Herrd pada tifik-titik koonlaat r,rZ yang diteutukau dalan~bidang aliran air tanah sawah lllok II. -. . ... .. M.
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133 120 120
lam
la8
x 915 01s 915
lie
1x4
1630 103 1 m
null n w
0154511Y44 70 t w a iwss 110 1% iwn
I
120
lid5
lam lam
FIZ
16#
lam 1W5 1903
lam lam
t(a 21W t(@ 2lW
lno lno 1 W 130 1340 1344.0
lsm
1360 1 m 1x4 lSBO
42
v i n ~ ln ly 2 01589515881 70 ISM 15894 119 15917 15811
x 915 91s 015
Lampiran 28. Lanjutah. PI 1
No Ncds 126 121 122 123 124
X 2470 2470 2470 2470 2470
Y
0 50 82 94 105
nM1 11862 11575 11337 11125 10983
P2 1 HM2 11152 11848 11322 11102 10983
X
2470 2470 2470 2470 2470
Y HM1 HM2 0 121 30 12229 M 12051 121 15 82 11817 11805 M 118M 11587 105 11479 11470
X 2476 2470 2470 2470 2470
P.3,1 Y HM1 H M 2 0 1 3 3 8 12734 50 125% 1 1 3 1 82 12314 12315 M 12119 12090 105 11001 11901
.X
2470 24m 2470 2470 2470
PI 2 V. H M l . Y M 2 . 0 11899 11790 W 11551 11823 82 11311 1 1 2 8 M 1 1 0 8 11073 105 10933 10963
X 2470 2470 2470 2470 2470
FZ2 Y. H M l 0 1216 50 1 2 0 8 82 11828 M 11813 1@5 11481
HM2 11130 121 33 11810 1159 11481
X 2470 2470 2470 2470 2470
Lampiran 29. Hasil nilai heod pada titik-titik koordinat x,y yang ditentukan dalam bidang aliran au tanah sawah Blok JI.
Lampiran 29. Lmjutan.
2W 7M
0 23247 21198 7523d44214M 1432460522080 ?(H?L113224357
280 280 289 286
77 31848 2so 2som 2eom ,1048 78 3145' 2951 29314 29514 31307 79 4m 019212 imas 4m 8C W1915d19507 4M UX) 4m 111 r e o 7 o i m e s m 8' 4W 82 (00 143107018937 UX) 83 UX) 173 IMY 1 6 4 8 84 400 180 185% 1 8 5 3 400 85 WI o ?MU lOO02 4.m M en m 1 ~ 1 15 m i s 4m
im
im
107 108
1020
lorn
143 1 s a ~ M X IMO 170 98528 1 8 5 ~ ) IOZO 1 M IWX) l & X ) lMO
0 23549 21577 752304921778 143248102213 XH2MY24dr)
X 2W 2W 2Ki 2W
P31 Y H,Ml .HMZ 0 23045 2 1 9 8 752424822154 114252152271 222474024920
X 2110 2W 280 2(a
..
P 2 Y H M l HM2 0 23251 21189 752%32213M 143245122074 2052E12524354
X 280 2(10
20 2W
PZ2 Y HM1 HMZ 0 23506 21534 75239W21757 143240W22408 205XUM24800
X 2(10
2E4 2BO 2m
P32 Y HM1 H M 2 0 231D 21918 752418222118 14323147277UI X6Z87324375
2ao m m lmm s t 8 4 mo mom m m m* mo mm ma tiaa 2so mm mom 31646 2ss znm 2esm XX)XUOJYX)M 3113 Y n 1 3 0 1 2 X A 1 2 31457 Z%l 2951419514 31321 299829957 Z 9 5 7 31170 3 0 4 2 3 0 1 1 7 X Y l 7 o1w7own o m m m 2 4 dm oninmm m o i m m i m n m O l W 5 d 8 1 0 7 4CU 4CQ WXQ422445 QlIlIiWts mXOb3mW 4W GOlOl471OSS 61190Mm24 4CQ m ill i m a n c n c i i lorr io7a 111 104491079 ra, 111 imnmo 111 iwmiozw 4W l ~ l O 7 C d l W U 143101@51M07 1 4 3 1 0 7 4 7 1 ~ W 4W 143191531HM 4W 143187701mX UX) 170 1 9 1 ~ 7100% 4m tm i m r ian uu in ima imo im l o r 2 7 loo24 cm t m IBW IMM 4W 180 l B l 2 19012 400 la 18521 1 6 2 1 lm 100m 10000 4% 1 m 10474 10474 1W 10019 19019 o tor^ t m n o IMM XO13 4m 0 1 ~ 4 4i m n o om14 ivss rm o lniu 18545 rm m cam imm 4m m i s 7 9 lorso 4~ m i 0 7 t i ( w 1 3 60 19291 1 ~ 0 1 4m m calm 1 8 3 2
um
uc
ca
143 1 m i 4 i m i 7 170 i m i i 10010 lm 10019 10010
ao
ao uo
.. . .. -- -- - - -- --ion iu imm 1 m i 0 'im la ~eiai ~ z1010 iu imm IWM im ion im lace 1 1 1 2 im i m i & i v ~ m z i iaa r m imm I R ) ~ im 1020 180 19512 l a 1 2 lm 100 l S 2 l lH2I lm lm 10000 l b 3 W lm
-
--
-.
-
143 i w m 1 ~ 7 2 170 1901 1 ~ 7 4 183 10474 10474
go
Nods
X
109 110 111
1180 lzai 1280
117 118 119 120 121 122
1440 1440 1440 1440 1 W
In 124 125 18 127 128 128 130 131 131 135 1% 135 13 137
la 139 140 141 142 143 141 145 148 147 148 149 150 151 152 153 151 155 1% 157
~ t2 ,
. . ,
PII YIHMllHM2 0 184m 18448 W 18421 18461 111 18402 18463
X lB2 1203 1263
YIHM1,IHMZ 0 18981 18831 0 18001 1 8 4 5 111 18845 1 8 7 8
X 1263 1203 1263
111 145 170 180 0 W
144U 1449 1440 1440 1YX 1W
111 1W.71 1M.01 143 1M1O 1W.11 170 189% 1W.15 1 0 180.19 180lP 0 171.42 177.31 W 173.78 17901 111 rn.51 rss.01 143 1 M W 1W.W 170 lll7.N 1W.07 1W lW.19 1W.18 0 1526) 103.81 m 156.83 1W34 111 1&5@ 174.24 iu 1 7 0 ~ 5iozn 170 184 43 lW.M 1W 1R)1D lW.10 0 135.70 151.21 W 1 3 . 4 151.71 111 14581 150.97 143 1 M . 1 117,03 170 18.84 187.73 1W 1W.10 1m10 1802 1E010 1RLlO 30 131.70 143Oi) W 13035 14.00 W 12996 196.m 111 13305 14.74 1% lM.79 17541 0 12010 138.01 30 128.m 19.01 M 12337 130.28 90 111 48 111.48 1115 111.48 111.48 1965 1 1 , 4 1 3 . 4 155 15500 155.00 1W 1W.00 lm.00 1M.2 1WlD 1W.lD 0 128.87 138.37 Y) 12790 1 5 7 1 W lZ2W 12010 W 111 48 111.4
1410 1443 1410 1440 1 W 1 W ISQ lbd0 1W 1W 1640 1W 1MO ILUO 1640 1 W 1WO 1890 l&U leRl 10W
16207 1 0 3 1 1@03 1M?d 104% 10527 18530 18530 1 0 7 0 17335 170W l 7 4 B lW imn in 175% 17802 1 W 143 18010 18230 1 W 170 lE2W 18518 1SO 1 0 16530 185% lM0 0 15040 1 W H 1040 W 15341 16318 1MO 111 162m 17064 1M0 143 17314 17849 1MO 170 17975 1 6 0 3 1MC 1 0 18533 1 B X ) 1883 OlY44148W 1BBO W 13515 140% 1060 1111440715750 1060 143 1621(1 17406 1800 170 1 7 6 s 18324 1883 r m 165% less0 l a 2 1 18510 l S 3 0 10530 1720 30 13009 14210 1720 W 12044 13841 1710 M 12918 1 3 7 3 1720 111 13265 11950 1715 155 183% 1 7 3 3 1750 0 12830 1Y)M 17W 30 12122 1 3 0 5 17% 80 12278 1 2 9 9 17% M 11141 11148 1 7 4 1 1115 11148 11148 17418 I % $ l a 4 8 19644 17382 155 155CO 15500 17331 1 8 1 M W l M 0 0 17327 16530 18501 1 1 3 0 012700137M 1785 M 1 x 7 6 13604 1785 17A W 12206 12814 1785 90 111 48 111 46
imn
1SW 1 W 1WO 1 W 1040
lW 1W 1W 1W
low
1WO 18W l8W 1 W
lsw
l6%l 17X) 1720 17X) 1710 1715 17x1 17x1 1750 1750 17441 1741 8 1792 17338 1731 8 1705 17W 17e 1705
lsw
1@7,8 17X) 17X) 17X) 17X) 1715 17% 17x1 1750 1750 174.1 1741 8 l M 2 1739.8 1730.0 17M 1705 1705 171
p 2 nz . ~3.1 X X YIHMlJHM2 X YHMlIWM2 Y.HMlHH2 0 1 1 ~ 0 1 g ~ d l 6 1 9 3 1 1949) 1263 W 1 M U 16472 1263 W 1 8 2 3 18956 1 m 1263 111 1M55 16377 1263 111 l M S 3 1 M M 1263 111 1 M n l M 8 2 143 IOJ 72 191.90 lm 1 4 1M.m lBs.07 1263 1263 1 m im 1m.m i s 2 1 izm 170 194.0 18.11 1 m 1W lcs.12 105.12 1 l Q 1 8 1 m . v 1 1 1 1 l a 0 1263 0 1M.25 190.56 1440 1 w 0 lW.W 14.41 1440 a 1 a . n 101.24 1440 A) 181.51 1 P . M 1440 1440 111 191.UI 102.18 1440 111 10291 10.77 1440 1440 in i ~ z IoM . ~ 1440 1 U 1M.W lM.H 1449 1440 im 1 M . S 195.66 1440 l l 0 1M.M 1W.19 1 W 1449 1 m 1 1 1 1 105.12 1440 1 m i m , z i 105.21 1440 140 0 175.03 101.)9 157l 1W 0 m.9 11LM 1SW W 171.1 10.19 15A1 IR 174.4 1TT.83 1SdD lW t i 1 iqr 1 n . n im 111 178.12 1m.W 1SQ lSW $43 t a m 1oi.m two 1 U 181.41 10.01 1WO 1mn 170 192.1 10190 157l 170 lW.47 l&.lf 1 W 1SW l l 105.12 105.12 1 m 1 m 1 P l l 1 1 1 1 lmn 15m 0 156.19 1w.m 1 W 0 1m.W l a 1 4 1640 1W 102.A l M . M 1MO d o 1 8 4 1L% 1840 1W 111 1 B W 177.92 1840 111 11.92 i74.81 1MO 1 w 143 1m.m 1 H . m lea iu im.ia IW 1 W im ~ M M l o i n iw 170 181.o? 1sS.w lbu, 1 W 1 M 1 H 2 l I 1 2 lm 1 m 1W51 l R Z 1 1640 lW 0 la811 1 4 @ l W 0 lW).04 1 0 . W la 1sDO do 137.1 15305 l@W @ 1W.S 1 m . 3 1 W 1sDO 111 147.17 102.41 1W 111 1W.W 1M.W l @ W 1 w 143 1m.w 18l.X) laa 143 1H.73 178.34 1 8 0 iu i m i i ins 1 m i m iH,n1 m . z im 170 170.15 10.33 1SU im i 8 i . m 1 s . n lsw 1 R l l l 2 l I l 2 laa la lM.21 105.21 laa 1 m 1 w . m 1 w m lam l I . 1 c a t 2 r a t 2 1 m . m 1m,2 1M.21 ldS2l 1-1 1m.1 l W W imm l m 7 4 Y) 13.273 l a 7 8 1 m 30 141.57 l a 5 7 17iU 01 11.59 157.95 17m IR 131.27 1 a . W 17ZJ 11.94 18.02 1720 A) 147% lsd.10 l7X) w lS.A 124.34 lrn W 1.UM 151.28 1110 m 1466) 1 s . w 17m 111 1 4 7 1 15274 1720 Ill l % U 141.00 17ZJ 155 1 m . Z 177.48 1718 1715 1750 0 1 S . m 141.4 1lW W 11.88 I S 4 7 17E4 17% 1750 W lt3.W 13.01 1750 W 111.48 111,48 17% 1750 111.6 111.40 111.48 174.1 17461 l S . 5 1 x 4 9 i3.48 1741,O 1741 8 155 1 S W l a w 17S.2 173.2 1W 1W.m 1 M D 1 7 9 8 1733.8 1731 195.1 18.12 11.12 1752.1 0 129.75 140.91 1785 1785 W 11.40 1 l O l 1785 1715 A) lt3.15 1 a . a 1785 1785 17s ,
im.ii
-
rn 2
YlHMlHMZ, t ~ W 19380 19415 Ill 19415 19438
~
Lamp~ran30. Hasil nilai head pada titik-titik koordinat x,y yang ditentukan dalani bidang aliran aiu tanah sawah Blok J11.
X
0 0 0 0 0 0 0 20
m
in
m
20 in
X
0 0 0 0 0 0
o m id m
m 20 m
20 41.28 70 70 70 70 70 70 70
20 X178 70
rm 1m la
120 120
m
m m
7Q
m m 10 m
im
-
3 0 0 0 0 0 0 20 id 20
m
20 20 20 3.10
m
70 70
m
10
m
70 70 1iu
im
im im lid im
120
im im im
112.9 1M.30 la, la,
120 11730 1M4l 1m la,
120 11539 1OS.M
la, la0 la, 1m 210 210 210 210 210 210 210
1m
120
im
1n 1m 1W 1W
1m 1W 210 210 210 210 210 210 210
im m
1M ?a,
m m
m -
lm
m m m m
m m m
-
la la
10
lm la, la, 210 210 210 210 210 210 210
m
m m 1M
m m m
-
Lampiran 30. Lanjutan. N~
Nod. y 55 M 57
X
m 3MI 3% XU
PI 1 Y H M l HM2 02am m i 1 85225472UBO 13023045 2 S 6 7 la8 237.86 24am
X 900
3M 900 900
~ 2 1 , I H M 1 HM2
o
227% B228S1 1% 23453 1M 24182
23301 23% 2431 25370
P31. . Y HMl nM2 # ~ 1 0ni42n7ss 3% @52335b24014 3m 1332383024715 3m 1 0 245% 25124
X
rn aon mn
o(am42l2cl:Pl
X
soo 100 XX) XX)
~ 1 2 Y H M l HM2 X. om7omaoos ~ i 7 5 5 2 2 u s S rX, 12025047250Sa 100 1 0 257M 2 0 7 5
m
a
n2
~ 2 2 Y HMllHMZI oo7mtrsis
XU
65m92235W
900
1 0 2 3 3 W 24282 1 0 24118 25299
9W
X
Y H M I HMZ o nis n 7 w (16255197S83 190 M22 24dM 1 1 2642 SbW
Lmpiran 30. Lanjutan.
1% 151 165 0
18010 11780 @U 175% 17493 W 0. 174,M 174C4 630 lW9617356 OW 4 1 8 3 2 17317 ea 87 170.27 174,24 W 87 187.21 1m.w dW 150 l * , 1 m~ .4 sot 1 1 7 1 1 7 4 8 151 170.17 1 3 3 OW 151 174.42 174.64 bW 11 i7o.n im.32 s~,1 1 7M OW 0 11.09 184.32 79 0 1 U . A 181.M 1% M 15677 185.04 7% 40 154% 181.73 750 0 1 1 . 9 lM.14 7% 87 150.10 187 74 750 750 130 19.0187.99 750 1% 16.283 112.03 750 151 173.79 174.43 750 151 IW.* 1m.10 79 1.s 1 m . a 170.~2 750 1W 174.64 174.84 0 140.M 152.19 810 0 1 3 . 0 140.83 810 40 141.54 18.18 810 40 139.01 150.54 810 87 1U.W 15187 810 67 143.78 lM.87 810 810 124 181.09 10.99 810 1YI 1U.W 187.74 810 151 l a m 1 8 3 . ~ 810 151 inn il4.10 810 105 1 n . u 1m.32 810 1 1 174.M 174.M 0 l ~ . 141.78 n 0 lX.S l S . W bm 40 m . a IS.M sx, 40 l P . U 141.87 6@ 87 131.40 1 4 . 4 w 87 13.54 14557 6@ 1 14701 1 5 7 1 W 130 11.05 1 m . 3 8% E3 161 1Q.W 1 M A I bm 151 lW.29 172.52 185 170.12 I n 3 2 bm 1W 174.M 174.M (UO tm.3 1 7 0 ~ 2irn.32 sw.a 174.8 174.M 17484 M730 40 115'23 131Sd 0W 40 12281 13370 &U w 121.Q 1M.11 w 6 l a 2 1 11828 0W 87 121.78 127.33 WO 0 llOY 19.82 910 40 i i 7 . m in.* oio a 112.06 11206 010 mm 112.m 112.05 m33
em
w
Lampiran 3 1. Gambar profil hydraulic head model M1 dan M2 dalam bidang aliran air tanah dengan kolom-kolom vertikal dan horizontal untuk menentukan besamya perkolasi/perembesan sawah Blok B. Model M I Sawah BIok B. K l I P l .l/BlXO-U)O 50
E -
1W
150
200
250
YIO
350
400
100
ii 50
1
-
$ 1
E
50
100
150
200
250
350
KlIP3.1#5IXO-400
1%
-5 -F
too
I=
50
150
200
Jmrsk-x (cm)
187
260
300
LOO
Lampiran 3 1. Lanjutan. Model M I Sawah Blolc B
Lampiran 3 1 . Lanjutan. Modcl M 1 Sau,ah Blok B
Lampiran 3 1 . Lanjutan. Model MI Sawah Blok B
1100
1150
1250
1354
1400
1450
1550
150
Er.
100
.-
m
C m
F
53
1t50
1200
1350
Jacak-x
{an)
1MO
Lampiran 3 1 . Lanjutan. Model M 1 Sawah Blok B
Kl/P3.2/BIX1100-1600 (100
1150
,
1100
1MD
1250
1300
13%
14KI
1450
IMO
1250
1MO
1350
1400
1450
1550
.
If50
Jarak-x (an)
1500
-----
1550
1600
(600
Lampiran 3 1. Lanjutan. Model MI Sawah BIok B
Lampiran 3 1 . Lanjutan. Model MI Sawah Blok B
Lampiran 3 1. Lanjutan.
Model M1 Sawah Blok B
Lampiran 3 I . Lanjutan. Modcl M1 Sawah Blok B.
Lampiran 3 1. Lanjutan. Model M 1 Sawah Blok B
Jarak-x (cm)
Lampiran 3 1 . Lanjutali. Model M 1 Sawah B l o k 3 .
Lampiran 3 I . Lanjutan. Model M 2 Sawah Blok B
Lampi ran 3 1 . Lanjutan.
Model M 2 Sawah Blok I3
Lampiran 3 1. Lanjulan. Model M2 Sawah BIok B.
Jarak-x (on)
200
Lampiran 31. Lanjutan. Model M2 Sawah Blok B.
Jarak-x (cm)
Lampiran 3 1. tanjutan. Model M 2 Sarvah Bloli B.
Jarak-x (an)
Lampiran 3 1. Lanjutan. Model M 2 Sawah Blok B
I
I
.
!
I
1900
zooo
,,
.
Jarak-x (an)
2100
2200
Lampiran 3 1. Lanjutan. Model M 2 Sawah Blok B. Wl.llBIX22W2700
Jarak-x (an)
Jarak-x (on)
Lampiran 3 I . Lanjutan. Model M2 Sawah Blok B.
Jarak-x (an)
Lampiran 3 I . Lmjutan. Model M 2 Sawah Blok B~
Lampiran 3 1. Lanjutan. Model M2 Sawah Blok B
Lampiran 32. Gambar profil hydraulic head model MI dan M 2 dalam bidang aliran air tanah dengan kolom-kolom vertikal dan horizontal untuk menentukan besarnya perkolasi/perembesan sawah Blok JI. Model M1 Sawah Blok JI.
Larnpiran 32. Lanjutan. Model M I Sawah Blok Jl
Lampiran 32. Lanjutan. Model MI Sawah Blok JI
Lampiran 32. Lanjutan. Model MI Sawah Blok JI
Lampiran 32. Lanjutan. Model MI Sawah Blok J1 KllP1 .Z/Jl/X12SO-1765 1250
1300
1350
14W
1-
1500
1550
1-
1450
1541
1560
1 -
1650
1700
17U)
17W
1750
1
F -
-i '
i=
1-
1300
Lampiran 32. Lanjutan. Model M 2 Sawah Blok J I
Lampiran 32. Lanjutan. Model M2 Sawah BLok J1.
Lampiran 32. hnjutan. Model M2 Sawah Blok JI.
Lampiran 32. Lanjulan. Model M 2 Sawah Blok JI
Lampiran 32. Lanjutan. Model M 2 Sawah Blok JI. KZIP1.2UllX1250-1765 v
1300
1250
1350
160
1500
1550
1700
1750
1700
a750
KZIPZ.Z/JlMl250-1765 1250
1300
1Ya
1450
1500
ISM
1650
-E
.6
100
n
D CI
j
,
12%
,
,
,
1300
,
,
1350
1-
la0
1500
1550
1600
1SSO
17ry)
1753
1600
1650
1700
1750
K2/P3.2/Jl/X1250-1765
12Y1
,
1300
1350
1450
lSOO
Jarak-x (cm)
1550
Lanlpiran 33. Gambar profil hydraulic head model MI dan M 2 dalam bidang aliran air tanah dengan kolom-kolom vertikal dan horizontal untuk menentukan besamya perkolasi/perernbesan sawah Blok JII Model MI Sawah Blok JII.
Lampiran 33. Lanjutan.
Model M 1 Sawah Blok JII
Lampiran 33. Lanjutan. Model M 2 Sawah Blok JII
zzz (w)x-yeley 3[15
wc<
059
008
051
OOL
059
009
iKB
ODB
DSL
WL
059
DDg
------
DDB
OSS
CQS
OSb
009
059
CQC
OSL
OW
DSS
C65
OSD
W!=
OSE
OM
DY
G€lZ
SZG-OWllrR'WIZX
OSI
M)t
0%
Lampiran 3 4 Rata-rata pcrbedaan head dalan~kolom-kolom vemkal M v dan horizontal AHx model MI dan M 2 sawah Blok 3. KOLOM K R T I K A L
Pmkdaan Head m y (-1
3 5
I
50 - 75 7 s - i m f00-125 12s 1% M - lm
-
25
zs
25
a 25
ul im - iaol sol
78.39 53.34 51.09 41ss 35.04
4.-
Model M2 P31 P12 74 03 79 42 6003 63 82 50.M 48 13 51 17 4099 4040 38 58 41 32 34 29 3355 31 78 34 52 28 69 27 70 2414 2285 14.98 1500 6 67 799 629 522 3.80 4 6 s z a t 57 1.82 282 3.M t.00 1 t6 179 212 0~58 1 71 1 27 0.34 0 38 0.69 0 78 0.14 041 045 0.13 0.09 OW) 014 0.16 0 ~ 2 2 0 16 0.16 0.19 0.36 0.41 0.49 0.50 0.61 o 69 om 0.80 am o m i m 1.02 1.41 7.49 153 1.53 2.Z 2.51 2 51 2.50 3.28 3.46 3.47 3-44 4.83 5.01 4.92 4.89 6.83 7.21 8 92 6.Q.00 e46 9 12 9.04 10.93 11.36 11.17 1 i . W 2-55 2-53 2.81 2.87 5.86 6 9 2 -5.35 -5.25 5.711 -392 4 4 0 -335 -1.75 -2.m -207 -1.78 -1.10 4 1 4 - 1 . M -1.02 4.-386 473 a 7 1 4 1 3 4 13 4 3 3 4 . 3 1 0.07 0.07 4 . 1 6 4 . 1 5 0.15 0 1 5 0 1 0 4.10 n31 0.32 0.00 am 0.47 048 012 0.12 0~0.67 029 029 0 ~ 8 2 0 83 0 39 0 39 0.55 1.m 055 1.09 1.72 141 1.39 1.72 2.30 2.29 201 1.98 3 P 3Y) 328 324
F72 8023 6433 5133 41.33 3.143 27.73 21.33 12.16 4.s 318
P32 8021 6406 5086 4056 3321 25 76 1851 1096 5.31 366 2.62
P1.1 78~29 6304 5064
P2 1 7765 6265
1 2 3 4 5 6 7 8 9 1WS) 11 12
40-50 50-66 66-82 62-94 94-105 105 119 119-130 130-136 136 -1140-150 150-157 157 P... 1 0 150 150 157 $57 P...
-
v): 11 12. :
157
--
-
P
-
Anh-x Pori(l 1 40-50 1
50-68
66-S2 62-91 94 to5 6(6) 119 7 119 130 MA) 130 i 3 6 0 136 140 : 10 1 4 0 - w . 1 1 ~ ~150) P... 1l(W) 130 P ... .11TTOb 105 P...
S
4
5
.
L
----
150130105-
v= P=
P=
Lampiran 35. Rata-rata perbedaan head dalam kolom-kolomvertikal M y dan horizontal AHx modd M I dan M 2 sawah Blok JI.
-
KOLOM tt3RlZOMAL H r Tln~~ly Kdcm
(-0
90 - 1 1 0 110 130 (30 143 143.155 155-170 6. 1 7 0 - l E 3
1 2 3 4 5
-
.dyl (-)
Pertadaan Head AH= ( a 1 llogl M l M d M2 Pi1 PZt P31 P12 P22 F32 PI1 -1 P31 P12 4 2 P32 20'12510 12690 12855 10260 10410 I S 6 0 11745 119ES 12175 9550 9 7 4 5 9935 20 12270 12460 12615 10845 10995 111 45 11600 11835 12045 10200 10400 10605 13 11390 11590 11745 11050 11210 11355 10755 10995 11215 1 0 4 3 0 10630 10815 12106251082510s~~108m1075010900100351mm10510100151021510430 15 9790 9 9 8 0 1 0 1 3 0 9 7 6 5 5 9 0 0 1 0 0 4 5 9240 9485 9700 9215 9 4 1 0 9 6 1 5 10 9015 9195 9340 8980 9115 9 2 u l 8465 8690 8905 8455 8 6 2 0 8 8 I S
Lampiran 36. Rata-rata perbedaan head ddam kolom-kolom vertikal horizontal AHx model M 1 dan M2 sawah Blok 111. KOCOM MRTlKAL Hy
Noma 1 2 3 4
Ax (em)
k a k X
K o h
(om)
-
9 10 11 12 13 14 15 q6 17 18 19
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Pabedun P Model M1 P1.1 PZ.1 1 P1.2 PZ.2 81.43 79.66 76.78.28 76.31 79.48 R.= 74.53 7635 74.36 77.28 75.61 72.18 74.13 72.ll 61.88 - 2 7 62.14 60.m 6125 47.42 4S.n 52.89 a . 6 7 5098 4742 49.52.04 e . 7 2 S.58 40.57 51.08 52.79 50.22 51.63 53.32 SI33 55.49 53.62 54.63 57.57 SO.28 s . 9 4 57.62 s . 3 3 59.87 60.60.04 59.a -3 33.17 33.66 34.47 33.08 33.71 7.87 6.64 9.23 7.69 634 11.67 1244 13.m 1 l . U 12.04 17.07 17.m 18.46 16.79 37.44 23.42 2424 24.M 22.94 23.64 10.02 30.80 3 1 . 4 29.39 30.09 37.02 3793 38.58 36.24 36.01 43.4 - 7 9 43.33 40.79 41% 14.89 15.73 16.55 13.41 14.32 -1o.m 44s 4.4s -12.4s -11.46 -4.35 -3-1.78 6.656 2 2 5 3.72 5.12 -0.09.70 1132 12.97 5.32 6.79 19.10 21.Q 23.07 13.12 14% 26.15 3052 33-02 20.47 2 2 3 17.40 4027 43.22 27.82 3020 4 - 1 0 5 1 9 56.07 3627 3929 58.45 6247 66.47 43.87 47.34 70.35 74.77 79.32 51.07 54.04
P3.2 73.9: 71.9; 69.6; 61.U 52.P 52.W 52.a 54.W S.24 60.01 33.M 9.a 12.75 18.15 24.3
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Lampiran 37. Rota-rata konduktivitas hidrolika dala~llkoIo111-kolomvem'kal Ky dan horizontal Xr model MI dan M2 sarvah Blok B.
KOLGM nORlZW,TAL f l X . Nomor T~ngg~ y Ay Kolom (cm) (em)
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Lampiran 38. Rata-rata konduktivitas Iudrolika dalarn kolom-kolom vertikal Ky dan horizontal Kx model M1 dan M2 sawall Blok J1.
Lampiran 38. Lanjutan.
Lampiran 39. Ram-rata konduktivitas hidrolika daln~nkolom-kolomvertikal Ky dan horizontsl Kx model MI dan M2 sawah Blok Ill. K n l n M VFRTIKAI HV
Latnpiran 39. Lanjutan Knl OM UM17ANTAI ,,---,., , ,",~,--,.,,...,* Ur
Nomor T ~ ~ Q Qy I dy Kolom (cm) (em) 1 65 .85 2 85 - 100 3 1W - 115 4 115 . 1M 5 1%. 141 6 141 - 151 7 151 153 6 160. 165 918) 165 175 10 175. 188 11 188 , 199 12 199 - 211 13 211 .225 14(A) 125 - 241 15 241 . 2% 16 i50 - 253 17 263 . 290 [ T O lS(TT), 290 . P l!i(PA) 2EC 19jPB) 225 - P 1s(TD) 1 6 . P
xi 120 120 120 120 120 120 120 120 120 120 120 120 120 110 !20 9 1 '3, 120 '7: '70 20 15 15 15 11 10 9 5 10 13 11 12 14 18
Panlaw Jarak x (cm) Modd MI dan M2 x2 x3 r 4 x5 180 50 190 M 180 M 180 M 180 50 190 XI 180 50 1W 50 1en 50 im 50 180 M 190 XI 180 50 190 50 180 53 190 50 180 50 180 50 180 50 190 M 180 50 180 50 180 50 190 M 180 50 191 50 180 50 . . 180 50 . . . 180 M 190 . I
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Model M2 la2 la3 kt4 OM49 0.0249 0 . W o.mre omre omee 0.0249 0.0248 0.028D 0.0248 0.0240 0.02@ om& 0.0240 o.a@ 0.0249 0.0248 0.00249 OM49 00289 0.0248 0.0249 00288 0.0249 0,0249 0,0269 0,0248 00248 0.0,0248 0,0249 O.QW 00249 0,0248 0,0288 O.MQ 00249 0.2188 0.0248 0024D . 0.0228 OM49 0 . ~ 2 80 . 2 ~ 0 2 8 1 02888 -
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Lnmp~rsn40. Besarnya prrkolasi dan percn~bcsanper satuan luas dm per satuan lebar dalam kolom-kolom vertikal qy, Q*dan horizontal qx, Qx* n~odelMI dan M2 sawah Blok B.
180.210 210 -235 235.260 260-265 285.310 310 3EO 350 - 403 4W - 450 450.533 9'-KC 600 - 7 W 7W.W K0.W 93-1MXI 1030.1050 1050 l l W 1103 . 1150 1150-12W 12W . 1240 1240 . 1280 12M - 1310 1310 . 1340 1340 - 1333 1360-1380 1J80 . 1410 1410 - 1450 1450 . 1MO l'M).lSSO I S M - 1BW 1605-1650 36 16% . 1700 37 1 7 W . t K 0 38 im - ism 3919CO.KXX) 40 2MXI 21W 41 21W - 2150 42 2150 . 22W 43 22W - 22M 44 22% 23% 45 2500 . 2 3 9 46 2350 - 24W 47 24W - 2433 48 2430 . 2450 49 24W-2470 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25 26 77 28 29 Xi 31 32 33 34 35
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12144 112.M 9171 8071 5217 47.93 56% 6503 3974 4510 2903 3284 2031 22 80 13 14 1464 7.66 853 467 517 181 199 131 137 280 299 $36 546 941 928 1233 1208 19W 18% 3114 3098 4346 4323 6341 61 29 91 44 6745 11947 11424 191 39 17613 46% 44.76 .84 10 .80 14 -41 41 -3662 ,2053 -1884 ,1064 "954 .570 4 63 023 081 244 291 326 3.61 506 529 686 704 907 931 1099 11 26 1425 1448 21 M 21 59 2844 2838 4025 40 19 63 88 83 75 98 16 9748 8826 8408 2777 27.15
127.71 99.71 54.86 4846 3.76 2554 17.50 11 40 6.91 430 162 1.25 274 529 928 1221 1881 3102 4348 6341 W82 118M 19801 4861 .65 14 .4246 .21 40 -1123 611 -006 221 302 4e9 675 902 1088 14 13 21.59 2182 40.42 84 56 1W W 59.15 2864
12248 9314 53.08 57.08 3981 28.65 19 56 1246 7.23 430 1.62 1.06 2.43 4.80 841 1115 1750 28W 4068 80 17 6833 113 11 18208 42@3 m07 .4397 -2327 -1280 .762 .I51 061 1.69 3.61 541 768 954 1262 2001 2675 3.0 82.47 97 M 85.71 2687
113.78 80.82 47.85 86.15 45.56) 32.58 22.74 14.45 6.22 460 1.61 1.25 2.80 5.05 886 1152 1856 3127 43.10 6241 8912 117,85 161 74 4152
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0.09 022 030 0.9 1.W 1 9 2% 507 6.24 12.07 3.0
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17.62 11.42 8.03 5.45 4.27 3.14 2.18 1.43 0.M 0.51 0.29 0.10 01% 0.29 0.45 0.54 0.W 1.3 1.82 2.75 3.68 507 6.54 1.0 4.79 -2.42 .t.28 4.74 4.3 422 411 4.07
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341.27 202.04 11953 16537 11399 13.31 113.68 72.25 4111 4798 1806 1246 28W 5045 4329 57.62 a81 15634 172.41 24965 26.48 35354 383.48 83.03 -206.58 .182.U) .1X).40 88.80 .39.55 -785 4.07 17.45 3722 5525 77.36 4788 6340 99.75 132.90 191.m 310.01 287.21 16a.97 53.10.
8.72 33.47 20.77 9.80 787 892 770 526 325 406 2.38 0.82 0.91 2.88 2.34 2.98 450 7.38 8.16 11 57 12a 16W 14.27 3.9 4224 .10.37 8.77 -387 .276 -124 461 076
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53.77 28.55 20.07 13.62 108 1256 10.62 7 13 422 5.08 288 0.97 0.M 285 2.26 2.88 432 6.97 7 8 10.98 11.58 1520 1307 337 .11.37 -967
80.08 3370 20.98 9.98 777 9.21 801 534 326 408 238 0.82 0.91 288 2.34 2.98 451 736 809 11 50 1224 16 12 1429 367 .I224 .I037 439 4Bg 4 6 8 ,397 .251 .275 -109 .I22 .OX3 0 6 3 0.72 0 8 0 O W OW 092 0 9 2 2 17 2 25 145 1 5 3 242 254 521 5 6 3 740 791 12.05 12.M 24 53 25 75 2387 24% 2264 2432 687 7 3 6
56.97 28.43 32.08 2957 21.03 2108 12.02 1479 9.38 1155 10.97 1353 954 11 64 631 7 % 379 453 464 5 3 267 306 091 1.03 0.9 1W 2.91 303 2.34 2.41 297 307 445 460 7.29 742 607 825 11.36 11 78 11 98 1245 1575 1642 1378 1406 356 363 -11 97 -12 29 .I0 16 .I044 -660 6 8 5 4 8 5 ,403 -285 .2 77 -114 -122 ,057 0.81 476 076 OW OW 092 092 2 25 2 21 153 149 252 244 5 % 524 7 61 748 12 43 12.19 25 25 24 72 2453 23 98 2355 2275 716 669
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Nomor Kolom
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Besarnya Perembesan per saluan Iws, qx (mmlhan) Model M2
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MKM M2
M b M M1
Model M I
P 3 , 1 ,
Arah.r Negalll
1 2 3 4 5 6 7 8 9 lO(TS) 11 12 1WTT) 11 12
40-52 50.66 56.82 62.94 94-105 105.119 119.130 130 - 136 136 140 140 - 150 150 157 157 . P 140-150 t M . 157 157 . P
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2 3 4 5 RIB) 7 8(A) 9 10 ll(P9) IliPB) 11(TD)
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10 l W M l 10407 103.57 10285 107.96 16 10128 10508 10492 10305 10837 16 9595 1W76 103.43 8 6 5 102.23 90 12 8422 8984 5508 8425 6 11 7168 7737 8274 7164 77.29 14 5692 6268 67.98 5668 62.66 11 4413 5048 56.05 4409 9147 31 78 38 13 43.70 31 74 38.12 6 4 39.07 31 04 3909 46.13 30% 10 18787 19568 19510 18583 19760 7 11674 12475 124 17 11491 12667 291% 31824 316.29 28544 324.83 10 -7922 -5781 -55.55 -7802 -8.32 7 ,2207 47 ,1759 48 .I014 42 .216630 -18M.33 .IMZW 47974 ,50721 . 9 ~ e a .wzw 10 16 16 12 11 14 11 6
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11434 6.82 685 114.81 6.66 6.92 108.75 6.32 6.64 8 . 4 1 5.55 5.92 83.74 4.71 5.08 69.11 3.74 4.12 5749 238 2.72 45 14 1.71 2.08 4 7 . 8 1.81 2.28 19994 1914 1 9 . 1 129.01 11.91 12.72 33241 20.15 21.54 -30.78 .I78 .la - 9 3 10 .17.16 .13.M .om.@,. ,778 .EM
31 16 3268 3403 2430 2583 27% 3148 3302 3441 2449 2608 2783 2961 3119 3261 2467 26.29 28.10 20 26 21 56 22.73 19.10 20.42 21.89 25 71 27.74 29.52 2570 2774 2998 1487 1559 1605 1492 15.58 16.52 28 18 32.24 35 79 28 16 32 23 36.71 4293 4371 4159 4292 4318 44.78 6992 @OW 77.88 6980 8028 83.85 4091 5902 86.02 4078 5398 71.08 11863 225.08 318.38 117.60 22484 342.9 167BB 321 43 48366 1 8 5 M 32922 l(W.42 19558 38839 59191 163.68 38918 570.M
176 180 1.70 1.48 178 1.48 1.77 1&3 2.44 143 970 1587 3.18
1.84 1BB 1.W 1.57 193 1% 2.02 191 2.82 2bS 18.41 30.4 8.32
682 860 881 628 5 4 447 302 2 38 289 1980 1266 218 475 .78O
L 7 8 7.11 6.78 7.13 6 . 3 8.73 5.54 5.92 4.71 5.09 3.74 4.12 238 2.72 171 2.W 1.80 2.27 18.95 M.15 11 72 12.92 19.73 22.44 .I78 -1.34 -18.M .14.03 .JM .7m ,702
1.3 141 1.42 1.39 1.78 1.49 1.77 1.60 2.44 1.42 Y M 9.04 411Y1 15.71 ,963 2.99 1,91 186 188 1,66 205 1,BL) 225 182 272 231
7.54 lW.80 lM.07 7.58 182.04 180.13 7.16 153.52 181.22 8 % 101.61 161.81 5.52 78.m 86.11 4.55 79.69 87.75 310 4.5s ssu 2.44 19.07 22.88 2.79 12.42 15.63 20.38 187.67 1 m . M 13.16 81.72 8 7 . 3 22.97 M5.W 360.38 0.69 .70.22 17.81 .7.28 .1545.23 4231.83 .3.M.1051.10.1~7.~
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10885 7417 -22259 -16913 5384 E 0 9 i
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11160 l m 6 9 11041 116.59 7.56 78.18 6913 75.12 8197 4.39 . 7 0 8 -21710 -17427 .5810 106 6703 5441 6168 7070 377
7.11 1141 1076 710 560 577 303 123 091 2015 904 26.21 .I54 -982 420
754 12.10 1145 762 607 637 341 146 112 20.39 921 27.48 0.69 509 435
3280 5164 49,60 25.87 3052 21.82 36.4 2823 2.32
34.03 55.08 52.18 277.7 3247 22.U) 38.37 2495 31.15 SO2 8002 2W.M 416.13 JdS.03 W . 8 7 W . 2 3 883.12
138 2.25 2.28 167 1.96 208 194 113 098 142 467 770 1,38
147 239 243 179 2 12 218 222 113 112 1697 3030 6.21
156 2% 259 192 2 29 231 2 53 1.18 1 17 2.48 3936 61 34 13.33
8C5 547 232 475
902 5BB 279 516
952 6 3 392 564
3389 37.13 1.87 205 2.15 1 7 1 4967 77% 2 13 341 5.05 1 % 3170 3426 2.16 2.31 243 1.94 67.74 110.95 287 5 6 3 10.30 266 32.92 55.28 2.22 235 2.46 191 91 07 la6.30 2.11 2ES 444 1.82
189 326 208 561 20d 273
208 545 225
114.34 llU.70 17399 11569 92.11 8.75 63.24 27.M) 1918 188.94 60.31 39757 -30.76 455.27 a.79
2430 ZSsJ 2756 3919 4172 4453 39.46 42.05 4455 222.2 2 4 . 9 26 27 28.27 3051 3248 20.89 2181 23.12 30.97 3545 40 38 2575 2591 2687 27.92 32.11 U . % 40.78 58% 71.M 57.W 207.53 481.9 81.32 3ZOm W7b3 85.04 381.79 821%
662 6.85 8.62 lo,@ 11.08 1105 1611 10.62 1089 8.88 7.11 751 5.18 5.80 599 524 577 6.28 262 3 . m 3.33 1.03 1.23 141 072 091 107 19.14 1 9 1 19.W I 5 5 8.91 8.88 21.14 2518 2488 4 7 9 .1.30 0.75 .I201 -957 -5.52 a 1 7 .783 4.49 176 2C4 2.73 177 1 1 208 195 113 048 1.43 472 766 1.57
184 191 302 313 287 3 M 1.69 199 2 12 2 25 2.18 224 2 23 247 115 109 1 13 108 2.08 231 17.01 3403 28.M 6540 6.19 1437
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Rata.rata Besarnyd Peremksan pa catuan bas, qa (mnVhsri) Arah-r Negatlf l(TS) 40 - P
6.76 10.84 1018 6.86 518 523 2.62 1.03 072 1895 8.20 2026 .I76 -11 80 -783
l(n.57 102.85 10796 187.87 164.89 173.39 165% 15464 163% 114.09 10110 107.88 91.01 78.81 85.02 95.17 79.63 87.73 46.50 5552 61.86 2822 19.M 22.87 1845 1240 15.63 195.10 185.83 197.60 8B.92 80.43 88.67 35994 293.15 37917 4 3 . 3 .78.M 5 8 3 2 .710.10 .1517.81 .I28373 + 5 n . z i .10(17.48.1(~131
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202 1.64 4 x 1 237 180 1.52 739 3 . 3 188 1 4 318 173
8.22 4.78 1.73 4.18
8.63 110.92 121.29 123.79 11011 12375 13116 812 5.22 83.95 89.79 93.73 W.@ 91.06 M.45 5.43 2.95 .I5888 .124.05 .39.76 .153.45 -129.82 -29.8 2.24 7603 8 5 5 3 4 7 J 1SJ 6766 7503 8102 66;%
885 5.80 2.79 509
9.m 6.04 3.63 5.33
Arah.2 Posllif
3350
2765
3776 5479 2772 6443 2924 89 10
3906 ~6 2931 8810
3088 12420
31 48 3934 2305 4OBl 2386 50.32
35.66 3883 52.86 6643 24.M 26,94 8292 8213 2527 2707 8592 117.71
1.75 248 1,M 3,46 170 195
1.82 1.98 3.55 434 1 , M 1.77 5 . 3 7.09 l.W'l.89 2.37 2QE
32.80
35.07 3.33 39.54 3.30 46.2
38.67 3.24 36.M 8.27 3838 95.34
38.M 7z.a 37% 118.19 4020 1W.m
30.05 32s 29.43 36.92 30.83 39a6
$M 218 405
Lanipiran 4 1. Besemya pcrkolasi dan percmbesan per srtuan luas dan per satuah lebar dalam kolom-kolorn vertikal qy, Qv * dan horizontal qx, Qx * model MI dan M2 sawah Blok 11.
LampIran 42. Besnrnya perkolasi dan perembesan per satuan luas clan per satuan lebar dalam kolom-kolom v d k a l qy, @ * dan horizontal qx, Q x * 111ode1MI dan M2 sawah Blok JII.
Latnpiran 42. Lanjutan. KOLOM HORIZW 1HI Nornor TI~QQIy AY KolOrn Icm) (cm) 1 61 .85 2 85.103 3 1W - 115 4 11s - 1X) 5 130 141 6 141 151 7 151 180 6 IM) - 165 9(B) 165 175 10 175 - 188 11 188 - 199 12 199 .2!1 13 211 -225 14(A) 225 241 15 241 .250 16 2% . 263 17 163 . 280 16(ST) 280 . 250 19(TT) 280 . P 19(PA) 280 - P f9(PBI 253 - P 19lTD) 165 - P.
. .
.
b a m v a Perembepan pw oatuan lebar Ox' lcmYhan(cm) Besarnva Perembesan per W a n Ium, pl ( m W n l Madel M l 1 Model M2 Model MI, I MOM M2 ni m i ~ 1 2 , ~ 3 2 1 ~ 1~ 1 2 1m i p i 2 ~ 2 2~ 3 2 p i 1 ~ 2 1 P31 ~ 1 2 ~ 2 2 P ~ Z I P I , ~ ~ 2 1~ 3 . 1 ~ 1 2PIZ m.2 PII 20 8923 9035 9086 7463 7534 76291 097 0 8 8 063 082 083 084 17847 l a 7 0 18173 14827 15067 152591 193 196 199 163 186 169
