Data Irigasi 1

8/19/2019 Data Irigasi 1

1/76

Data Curah Hujan 2003 -2012

Stasiun Pucang Gading

Tabel 1. Perhitungan Curah Hujan Rencana ( ! hari "#$. Tahun % ') *&R &PR *+ %,# %, &G,S SP /T

1 2003 292 454 254 203 109 0 0 0 0 246

2 200 324 402 129 205 238 0 23 0 45 10

3 200 235 224 271 180 38 178 122 48 0 162 200 589 462 209 358 280 39 0 0 0 28

200 116 284 426 262 103 20 0 48 0 225

2004 468 749 484 192 51 48 0 31 91 252

2005 255 442 204 123 226 185 23 0 107 80

4 2010 254 152 383 168 286 130 43 50 331 219

5 2011 344 241 189 235 157 50 0 0 61 200

10 2012 354 457 259 160 185 85 0 0 0 97

TT& 3231 3867 2808 2086 1673 735 211 177 635 1519

Rata - Rata 323.10 386.70 280.80 208.60 167.30 73.50 21.10 17.70 63.50 151.90

De6iasi 130.862 170.954 113.838 65.272 90.328 68.909 38.498 23.419 102.586 91.170

7 -0.842 -0.842 -0.842 -0.842 -0.842 -0.842 -0.842 -0.842 -0.842 -0.842

8T ( " 212.915 242.757 184.948 153.641 91.244 15.478 -11.315 0.000 0.00 75.135!hari 7.097 8.092 6.165 5.121 3.041 0.516 -0.377 0.000 0.000 2.505


2/76

#9 DS T$tal

283 274 2115

253 313 1942

77 274 1809130 453 2548

280 427 2191

248 376 2990

173 220 2038

315 304 2635

373 226 2076

245 375 2217

2377 3242 22561

237.70 324.20 2256.10

88.271 80.620

-0.842 -0.842

163.376 256.3185.446 8.544


3/76

Data /liat$l$gi Tahun 2003-2012

Stasiun : /liat$l$gi Searang

Tabel 2. Data Suhu ,dara ( ;C "#$. Tahun % ') *&R &PR *+ %,# %, &G,S SP

1 2003 26.90 25.50 26.50 27.00 27.80 27.00 27.20 27.10 26.90

2 200 26.10 27.40 26.90 28.20 27.80 27.70 27.20 27.40 27.803 200 26.60 26.30 27.60 27.10 28.10 27.70 27.50 27.10 27.90

200 26.80 26.60 27.50 27.40 28.30 27.80 27.60 27.50 27.90

200 26.50 26.50 27.10 27.80 28.70 28.10 27.40 27.70 27.80

2004 26.40 26.30 26.30 27.60 27.60 27.00 26.70 27.00 27.40

2005 26.50 26.40 26.70 27.90 28.30 27.70 27.40 27.50 26.20

4 2010 26.20 25.80 27.20 27.90 28.20 27.50 28.20 27.70 28.00

5 2011 26.80 26.40 27.50 28.10 27.90 27.90 26.90 27.40 27.60

10 2012 28.40 28.00 28.20 28.50 29.10 28.40 27.00 26.60 29.40

Rata - Rata 2.2 2.2 2.1 2. 24.14 2.4 2.31 2.30 2.5


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/T #9 DS

28.70 27.50 27.30

28.70 28.70 26.8028.80 27.80 27.10

27.60 27.50 26.60

28.50 28.30 27.40

28.60 28.80 27.80

28.20 27.90 26.90

28.00 27.40 26.50

28.70 29.30 28.00

28.40 27.40 27.00

24.2 24.0 2.1


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Data /liat$l$gi Tahun 2003-2012Stasiun : /liat$l$gi Searang

Tabel 3. Data /elebaban Relati< ( = "#$. Tahun % ') *&R &PR *+ %,# %, &G,S SP

1 2003 88.00 85.00 85.00 83.00 84.00 83.00 80.00 80.00 78.00

2 200 87.00 85.00 84.00 83.00 84.00 83.00 81.00 81.00 79.003 200 93.00 85.00 84.00 88.00 78.00 76.00 72.00 67.00 68.00

200 85.00 85.00 86.00 85.00 81.00 76.00 70.00 74.00 76.00

200 88.00 87.00 84.00 84.00 79.00 78.00 72.00 72.00 73.00

2004 88.00 85.00 89.00 81.00 72.00 70.00 73.00 71.00 68.00

2005 70.00 87.00 87.00 85.00 80.00 82.00 73.00 68.00 67.00

4 2010 85.00 88.00 81.00 76.00 74.00 77.00 75.00 70.00 72.00

5 2011 81.00 84.00 81.00 79.00 78.00 72.00 66.00 67.00 66.00

10 2012 72.00 80.00 77.00 76.00 74.00 73.00 69.00 67.00 68.00

Rata - Rata 43.0 4.10 43.40 42.00 4.0 .00 3.10 1.0 1.0


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/T #9 DS

77.00 79.00 88.00

77.00 79.00 89.0067.00 80.00 85.00

81.00 84.00 87.00

73.00 80.00 86.00

70.00 80.00 87.00

71.00 83.00 82.00

76.00 79.00 83.00

68.00 68.00 81.00

80.00 80.00 82.00

.00 5.20 4.00


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Tabel . Data Pen>inaran *atahari ( = " selaa 4 ja

#$. Tahun % ') *&R &PR *+ %,# %, &G,S SP

1 2003 53.00 31.00 52.00 72.00 10.00 69.00 82.00 80.00 93.00

2 200 39.00 66.00 50.00 75.00 60.00 74.00 84.00 85.00 88.00

3 200 45.00 41.00 72.00 61.00 87.00 90.00 94.00 99.00 92.00

200 63.00 53.00 68.00 59.00 78.00 71.00 88.00 79.00 76.00

200 48.00 64.00 72.00 68.00 68.00 66.00 80.00 83.00 91.00

2004 44.00 31.00 43.00 61.00 85.00 84.00 90.00 97.00 92.00

2005 29.00 48.00 47.00 66.00 69.00 68.00 90.00 61.00 90.00

4 2010 43.00 36.00 76.00 78.00 84.00 72.00 81.00 85.00 85.00

5 2011 35.00 49.00 72.00 68.00 90.00 92.00 86.00 90.00 99.00

10 2012 77.00 67.00 65.00 72.00 75.00 66.00 67.00 93.00 75.00

Rata - Rata .0 4.0 1.0 4.00 0.0 .20 4.20 4.20 44.10


8/76

/T #9 DS

76.00 66.00 65.00

89.00 89.00 50.00

95.00 66.00 51.00

67.00 48.00 51.00

91.00 51.00 46.00

95.00 83.00 48.00

78.00 52.00 41.00

79.00 73.00 60.00

91.00 85.00 64.00

65.00 44.00 49.00

42.0 .0 2.0


9/76



Tabel . /ece?atan &ngin (!det" ?ada /etinggian

#$. Tahun % ') *&R &PR *+ %,# %, &G,S SP

1 2003 1.40 1.40 1.30 1.20 1.30 1.20 1.20 1.40 1.50

2 200 2.10 1.80 1.90 1.70 1.50 1.80 1.80 1.90 2.00

3 200 0.70 2.50 1.90 1.70 2.00 2.00 2.10 2.10 2.00

200 1.80 1.90 1.70 1.70 1.80 1.90 2.10 2.00 1.80

200 1.70 1.70 1.80 1.50 2.00 2.10 2.00 2.10 2.00

2004 1.70 1.80 1.00 1.70 1.80 1.80 1.90 2.20 2.00

2005 1.00 1.00 1.30 0.80 1.10 2.20 1.40 1.50 1.50

4 2010 1.30 1.30 1.30 1.30 1.50 1.60 1.40 1.60 1.40

5 2011 1.60 1.30 1.20 1.50 1.40 1.80 1.70 1.90 1.80

10 2012 1.30 1.20 1.59 1.30 1.60 1.40 1.30 1.60 1.40

Rata - Rata 1. 1.5 1.0 1. 1.0 1.4 1.5 1.43 1.


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/T #9 DS

1.30 1.20 0.60

1.90 1.80 1.60

2.10 1.80 1.60

1.90 2.20 1.60

1.90 1.70 1.80

2.00 1.80 1.50

1.50 1.20 1.00

1.40 1.20 1.40

1.70 1.70 1.30

1.40 2.10 1.10

1.1 1. 1.3


11/76

Tabel . Perhitungan &ng7a 6a?$rasi

#PRH+T,#G D&S&R ,#+T % ') *&R &PR *+ %,# %,

1S,H, ,D&R& 26.72 26.52 27.15 27.75 28.18 27.68 27.31

2/*)&) R&T+' = 83.700 85.100 83.800 82.000 78.400 77.000 73.100

!d 1.460 1.590 1.499 1.440 1.600 1.780 1.690

3 !d 1.280 1.394 1.315 1.263 1.403 1.561 1.482

= 47.600 48.600 61.700 68.000 70.600 75.200 84.200

= 40.864 41.650 51.946 56.898 58.942 62.557 69.631+#TG S 7° 7° 7° 7° 7° 7° 7°

PRH+T,#G PRS+D&!P#*

T&) .1 dengan baris (1" - 9.17 9.14 9.21 9.30 9.33 9.29 9.24

T&) .1 dengan baris (1" - 2.66 2.63 2.71 2.82 2.87 2.80 2.74

4T&) .1 dengan baris (1" Hg 26.32 26.03 26.90 28.10 28.49 27.85 27.21

5T&) .1 dengan baris (1" @AB Hg!;C 2.04 2.02 2.07 2.12 2.15 2.11 2.08

10(2"(4" Hg 22.03 22.15 22.54 23.04 22.34 21.44 19.89

11T&) .2 dengan baris (10"


12/76

21(1" - (20" !hari 2.750 2.760 2.925 2.998 2.633 2.370 2.525

22(" (21" - 7.315 7.259 7.926 8.454 7.556 6.635 6.919

23(1" A (22" !hari 8.199 8.093 8.824 9.496 8.879 8.134 8.566

2(23" ! (5" $ !hari .015 .00 .23 .5 .130 3.4 .114

Hne-Hne

BHne

@.EABHne

(@.EABHne"


13/76

&GT SPT /T #9 DS

27.30 27.69 28.42 28.06 27.14

71.700 71.500 74.000 79.200 85.000

1.830 1.740 1.710 1.670 1.350

1.605 1.526 1.500 1.465 1.184

85.200 88.100 82.600 65.700 52.500

70.417 72.697 68.374 55.090 44.7157° 7° 7° 7° 7°

9.24 9.29 9.37 9.33 9.21

2.74 2.80 2.90 2.87 2.71

27.21 27.85 29.00 28.49 26.90

2.08 2.11 2.18 2.15 2.07

19.51 19.91 21.46 22.56 22.87

0.153 0.149 0.132 0.121 0.117

7.70 7.94 7.54 5.93 4.04

0.234 0.225 0.225 0.225 0.197

1.802 1.786 1.697 1.333 0.7957.95 8.59 8.99 9.08 9.06

0.477 0.477 0.477 0.438 0.399

3.792 4.097 4.288 3.977 3.615

2.733 2.536 2.963 4.190 5.092

0.727 0.746 0.704 0.581 0.491

1.027 1.033 0.870 0.656 0.529


14/76

2.765 3.064 3.418 3.321 3.086

7.576 8.580 9.912 9.532 8.363

9.378 10.366 11.608 10.865 9.158

.04 .513 .32 .03 .2


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Tabel .1. Perhitungan /ebutuhan &ir Tanaan Padi

T&* P&D+ (120 H&R+" % ') *&R &PR *+ %,# %, &GT SP

9&PR&S+ ($" .015 .00 .23 .5 .130 3.4 .114 .04 .513

PR/&S+ (P" 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000

$AP .015 .00 .23 .5 .130 .4 .114 .04 .513

RhH,%(1 +# DR"8T!%* H&R+ .05 4.052 .1 .121 3.01 0.1 -0.3 0.000 0.000

1 0.0 .54 . .31 3.4 2.125 0.31 -0.2 0.000 0.0002 0.0 .54 . .31 3.4 2.125 0.31 -0.2 0.000 0.000

3 0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000 0.000

0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000 0.000

0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000 0.000

0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000 0.000

0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000 0.000

4 0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000 0.000

1 1.20 .423 .404 .11 .3 .5 .2 .52 .10 .45

2 1.2 .10 .044 .1 .44 .2 .45 .230 .2 .235

3 1.33 .3 .325 .5 .5 .52 .12 . .55 .3

1.30 .22 .204 .2 .423 .34 .012 .33 .41 .34

1.1 .22 .0 .502 .11 .5 .33 .3 .14 .0

0.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

P1(T&) .4" 5.5 5.4 5. 5.4 5. 5.35 5. 5.40 10.0P1-R1 &+r .2 3.42 .33 .15 .3 5.03 5.41 5.40 10.0

&N0.11 ) 0.2 0. 0.2 0.2 0.4 1.0 1.1 1.1 1.1

)N1.2 C 0. 0. 0. 0.50 1.04 1.31 1.2 1.2 1.

CN1.1 D 0. 0. 0.45 1.03 1.2 1.0 1. 1.3 1.4

DN1.1 0.43 0.0 0.54 1.1 1.3 1. 1.40 1.40 1.4

P2(T&) .4" 5.5 5.4 5. 5.4 5. 5.35 5. 5.40 10.0

P2-R2 &+r .2 3.42 .33 .15 .3 5.03 5.41 5.40 10.0

&N0.11 ) 0.2 0. 0.2 0.2 0.4 1.0 1.1 1.1 1.1

)N1.2 C 0. 0. 0. 0.50 1.04 1.31 1.2 1.2 1.

CN1.1 D 0. 0. 0.45 1.03 1.2 1.0 1. 1.3 1.4

DN1.1 0.43 0.0 0.54 1.1 1.3 1. 1.40 1.40 1.4

T&* P&D+ (120 H&R+" % ') *&R &PR *+ %,# %, &GT SP

t1APAO-R3 &+r .32 .50 .54 . 4.0 4. 5.3 5. 10.23&N0.11 ) 0.3 0.4 0.41 0.45 0.5 1.02 1.05 1.13 1.15)N1.2 C 0.52 0.4 1.01 1.11 1.1 1.2 1.3 1.1 1.4CN1.1 D 1.0 0.54 1.1 1.24 1.3 1. 1. 1.2 1.1DN1.1 1.1 1.04 1.24 1.0 1.4 1.1 1.3 1.5 1.44t2APAO-R &+r .0 .14 .24 .5 4.3 5.02 5.1 10.0 10.&N0.11 ) 0. 0.2 0.4 0.52 0.5 1.0 1.13 1.1 1.23

)N1.2 C 0.5 0.50 1.0 1.1 1.21 1.31 1.1 1. 1.3

CN1.1 D 1.10 1.03 1.21 1.33 1.35 1.0 1.2 1.4 1.

DN1.1 1.21 1.13 1.33 1. 1.3 1. 1.4 1.4 1.5

t3APAO-R &+r .4 .2 .3 4.2 4.1 5.2 5.5 10.33 10.4

&N0.11 ) 0.5 0. 0.4 0.5 1.00 1.0 1.1 1.20 1.2

)N1.2 C 0.55 0.53 1.05 1.15 1.2 1.3 1. 1.0 1.4

CN1.1 D 1.1 1.0 1.2 1.3 1. 1. 1. 1.2 1.41

DN1.1 1.2 1.14 1.34 1.1 1.4 1.0 1.43 1.45 1.55

tAPAO-R &+r .2 .30 .1 4.10 4.4 5.1 5.43 10.15 10.2

&N0.11 ) 0.4 0.3 0.4 0.5 0.54 1.0 1.1 1.14 1.2

)N1.2 C 0.5 0.51 1.0 1.14 1.23 1.32 1.3 1.4 1.

CN1.1 D 1.12 1.0 1.23 1.3 1.1 1.2 1. 1.0 1.5

DN1.1 1.23 1.1 1.3 1.5 1. 1.4 1.40 1.4 1.5

tAP-R &+r 2.4 2.3 3. .10 .3 .23 .45 .14 .

&N0.11 ) 0.32 0.2 0.0 0.4 0.3 0.1 0.4 0.2 0.

)N1.2 C 0.0 0.3 0.0 0.5 0. 0. 0.4 0.50 0.5

CN1.1 D 0. 0.0 0. 0.4 0. 0.4 0.54 1.03 1.11

DN1.1 0.1 0.3 0.3 0. 0.43 0.5 1.04 1.13 1.22

tAP-R4 &+r 0.00 0.00 0.00 0.00 0.00 0.5 1.1 1.00 1.00

&N0.11 ) 0.00 0.00 0.00 0.00 0.00 0.05 0.13 0.12 0.12

)N1.2 C 0.00 0.00 0.00 0.00 0.00 0.12 0.1 0.1 0.1

CN1.1 D 0.00 0.00 0.00 0.00 0.00 0.13 0.15 0.1 0.1

DN1.1 0.00 0.00 0.00 0.00 0.00 0.1 0.21 0.14 0.14

/eterangan :

0.11 : &ng7a 7$n6ersi dari ( ! hari " enjadi ( liter ! deti7 ! ha "

1.2 : /ehilangan di saluran ?eta7 tersier 2 =

'a7t$rHujan

dengan 2g$l ('H"tia? 2

ingguan

H,% '/T+'Re hujan N 'H

/'+S+#T&*

(/c"

6a?$trans?irasiT $ N /c

Re 7e1 Peng$lahantanah untu7 tanaanPadi 7ejenuhan 200

2 inggu +

Re 7e2 Peng$lahantanah untu7 tanaanPadi 7ejenuhan 200

2 inggu ++

Pertubuhan 2inggu + Re 7e3 T

7e 1 J33333

Pertubuhan 2inggu ++ Re 7e T

7e 2 J33333

Pertubuhan 2inggu +++ Re 7e T

7e 3 J33333

Pertubuhan 2inggu +9 Re 7e T

7e J33333

Pertubuhan 2inggu 9 Re 7e T

7e

Pertubuhan 2inggu 9+ Re 7e4 T

7e


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1.1 : /ehilangan di saluran ?eta7 se7under 1 =

1.1 : /ehilangan di bendung bangunan bagi ( saluran ?rier " 10 =C : /ehilangan air di saluran TersierD : /ehilangan air di saluran se7under

: /ehilangan air di saluran ?rier


17/76

/T #9 DS /TRG

.32 .03 .2

1.000 1.000 1.000

.32 .03 .2

2.0 . 4.

1.3 3.412 .541

T&) & !hr

1.3 3.412 .541

1.002 2.14 3.14

1.002 2.14 3.14

1.002 2.14 3.14

1.002 2.14 3.14

1.002 2.14 3.14

1.002 2.14 3.14

.350 .0 .305

T&) . !hr

.3 .14 .15

.042 .21 .44

.522 .0 .1

.12 .412 .044

0.000 0.000 0.000

10.32 10.1 5.4. .33 3.

0.55 0.3 0.

1.2 0.52 0.

1.3 1.0 0.3

1. 1.1 0.5

10.32 10.1 5.

4. .33 3.

0.55 0.3 0.

1.2 0.52 0.

1.3 1.0 0.3

1. 1.1 0.5

/T #9 DS /TRG

5.2 4.22 .221.13 0.5 0.21.1 1.15 0.501.2 1.3 1.01.4 1.1 1.1

10.05 4. .3 & !hari1.1 0.55 0. ) lt!dt!ha

1. 1.2 0.5 C lt!dt!ha

1.4 1.3 1.05 D lt!dt!ha

1.4 1. 1.20 lt!dt!ha

10.1 4.4 .40 & !hari

1.21 1.03 0.5 ) lt!dt!ha

1.1 1.25 0.55 C lt!dt!ha

1. 1.4 1.13 D lt!dt!ha

1.51 1.3 1.2 lt!dt!ha

10.2 4.2 . & !hari

1.15 1.01 0. ) lt!dt!ha

1.5 1.2 0.5 C lt!dt!ha

1.1 1. 1.11 D lt!dt!ha

1.44 1.0 1.22 lt!dt!ha

.12 .3 2. & !hari

0.1 0. 0.31 ) lt!dt!ha

0.45 0. 0.35 C lt!dt!ha

1.02 0. 0. D lt!dt!ha

1.12 0.4 0.5 lt!dt!ha

0.00 0.00 0.00 & !hari

0.00 0.00 0.00 ) lt!dt!ha

0.00 0.00 0.00 C lt!dt!ha

0.00 0.00 0.00 D lt!dt!ha

0.00 0.00 0.00 lt!dt!ha

H&S+PRH+T,#G

!hari

T&) .4QSTR&

)erdasar7an$AP !hari

T&) .4QSTR&

)erdasar7an$AP !hari

O3.33 !hari7ebutuhan air untu7

?enggantian airgenangan saat

?eu?u7an


18/76


19/76

Tabel .2. Perhitungan /ebutuhan &ir Tanaan PalaJija

T&* P&&O+%& (%&G,#G" (120 H&R+" % ') *&R &PR *+ %,# %, &GT

9&PR&S+ ($" .015 .00 .23 .5 .130 3.4 .114 .04

PR/&S+ (P" 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

$AP .015 .00 .23 .5 .130 .4 .114 .04

RhH,%(1 +# DR"8T!%* H&R+ .05 4.052 .1 .121 3.01 0.1 -0.3 0.000

1 0.0 .54 . .31 3.4 2.125 0.31 -0.2 0.000

2 0.0 .54 . .31 3.4 2.125 0.31 -0.2 0.000

3 0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000

0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000 0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000

0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000

0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000

4 0.0 2.435 3.23 2. 2.05 1.21 0.20 -0.11 0.000

1 0.0 2.010 2.003 2.131 2.20 2.0 1.524 2.05 2.2

2 0.5 2.31 2.3 2.1 2.3 2.3 2.2 2.30 2.0

3 0.5 3.44 3.4 .052 .300 3.5 3.01 3.53 .324

1.0 .220 .20 . .03 .33 .04 .32 .3

1.02 .100 .04 .34 .5 .212 3.532 .200 .55

0.5 3.414 3.40 .00 .2 3.523 3.2 3.512 .243

P1(T&) .4" 5.5 5.4 5. 5.4 5. 5.35 5. 5.40

P1-R1 &+r .2 3.42 .33 .15 .3 5.03 5.41 5.40

&N0.11 ) 0.2 0. 0.2 0.2 0.4 1.0 1.1 1.1

)N1.2 C 0. 0. 0. 0.50 1.04 1.31 1.2 1.2CN1.1 D 0. 0. 0.45 1.03 1.2 1.0 1. 1.3

DN1.1 0.43 0.0 0.54 1.1 1.3 1. 1.40 1.40

P2(T&) .4" 5.5 5.4 5. 5.4 5. 5.35 5. 5.40

P2-R2 &+r .2 3.42 .33 .15 .3 5.03 5.41 5.40

&N0.11 ) 0.2 0. 0.2 0.2 0.4 1.0 1.1 1.1

)N1.2 C 0. 0. 0. 0.50 1.04 1.31 1.2 1.2

CN1.1 D 0. 0. 0.45 1.03 1.2 1.0 1. 1.3

DN1.1 0.43 0.0 0.54 1.1 1.3 1. 1.40 1.40

T&* P&&O+%& (%&G,#G" (120 H&R+" % ') *&R &PR *+ %,# %, &GT

t1APAO-R3 &+r 3.0 3.10 .00 .2 .14 .0 . .5

&N0.11 ) 0.1 0.3 0. 0.2 0.0 0.0 0. 0.

)N1.2 C 0.1 0. 0.4 0. 0. 0.44 0.5 0.5

CN1.1 D 0.4 0.2 0. 0. 0.4 1.01 1.05 1.10DN1.1 0. 0. 0.3 0.43 0.5 1.11 1.20 1.21

t2APAO-R &+r 3.4 3. .34 .52 . .0 .51 .55

&N0.11 ) 0. 0.0 0.1 0. 0. 0. 0.40 0.41

)N1.2 C 0. 0.0 0.3 0.1 0.40 0.53 1.00 1.01

CN1.1 D 0. 0.4 0.3 0.42 0.53 1.0 1.1 1.1

DN1.1 0.1 0.3 0.40 0.50 1.02 1.1 1.2 1.24

t3APAO-R &+r .3 .5 .5 .4 .04 .42 4.3 4.

&N0.11 ) 0.2 0. 0.5 0. 0.42 0.51 0.54 1.00

)N1.2 C 0.4 0.2 0.4 0.5 1.03 1.13 1.22 1.2

CN1.1 D 0.45 0.42 0.55 1.10 1.14 1.30 1.1 1.

DN1.1 0.54 0.51 1.05 1.21 1.30 1. 1. 1.5

tAPAO-R &+r .1 .30 .3 .54 . 4.1 4.40 5.0

&N0.11 ) 0. 0.1 0. 0.41 0.4 0.5 1.02 1.0

)N1.2 C 0.43 0. 0.52 1.01 1.04 1.14 1.24 1.31CN1.1 D 0.5 0.44 1.0 1.1 1.2 1.3 1. 1.1

DN1.1 1.0 0.5 1.1 1.24 1.3 1.0 1.2 1.

tAP-R &+r 2.2 1.4 2.44 3.2 .00 .3 .3 .0

&N0.11 ) 0.2 0.21 0.33 0.1 0. 0. 0.2 0.

)N1.2 C 0.33 0.2 0.2 0.1 0.4 0.5 0.4 0.41

CN1.1 D 0.34 0.31 0.4 0.5 0. 0.5 0.45 0.53

DN1.1 0.1 0.3 0.3 0. 0.3 0.4 0.54 1.03

tAP-R4 &+r 0.00 0.00 0.00 3.21 3.1 . .0 .24

&N0.11 ) 0.00 0.00 0.00 0.3 0.3 0.2 0.5 0.1

)N1.2 C 0.00 0.00 0.00 0. 0. 0. 0.3 0.

CN1.1 D 0.00 0.00 0.00 0.3 0.2 0. 0.4 0.44

DN1.1 0.00 0.00 0.00 0.5 0.4 0.42 0.53 0.5

/eterangan :0.11 : &ng7a 7$n6ersi dari ( ! hari " enjadi ( liter ! deti7 ! ha "

1.2 : /ehilangan di saluran ?eta7 tersier 2 =

1.1 : /ehilangan di saluran ?eta7 se7under 1 =

1.1 : /ehilangan di bendung bangunan bagi ( saluran ?rier " 10 =

C : /ehilangan air di saluran Tersier

'a7t$rHujan

dengan 2g$l ('H"tia? 2

ingguan

H,% '/T+'Re hujan N 'H

/'+S+#T&*

(/c"

6a?$trans?irasiT $ N /c

Re 7e1 Peng$lahantanah untu7

tanaan Padi7ejenuhan 200 2 inggu +

Re 7e2 Peng$lahantanah untu7

tanaan Padi7ejenuhan 200

2 inggu ++

Pertubuhan 2inggu + Re 7e3 T

7e 1 J33333

Pertubuhan 2inggu ++ Re 7e T

7e 2 J33333

Pertubuhan 2inggu +++ Re 7e T

7e 3 J33333

Pertubuhan 2

inggu +9 Re 7e T7e J33333

Pertubuhan 2inggu 9 Re 7e T

7e

Pertubuhan 2inggu 9+ Re 7e4

T 7e


20/76

D : /ehilangan air di saluran se7under

: /ehilangan air di saluran ?rier


21/76

SP /T #9 DS /TRG

.513 .32 .03 .2

1.00 1.00 1.00 1.00

.513 .32 .03 .2

0.000 2.0 . 4.

0.000 1.3 3.412 .541

T&) & !hr

0.000 1.3 3.412 .541

0.000 1.002 2.14 3.14

0.000 1.002 2.14 3.140.000 1.002 2.14 3.14

0.000 1.002 2.14 3.14

0.000 1.002 2.14 3.14

0.000 1.002 2.14 3.14

2. 2.2 2.2 2.212

T&) . !hr

2.455 3.12 2.542 2.10

.1 .112 .41 .2

.14 .51 .30 .

.011 .31 .1 .13

. .05 .401 .203

10.0 10.32 10.1 5.

10.0 4. .33 3.

1.1 0.55 0.3 0.

1. 1.2 0.52 0.1.4 1.3 1.0 0.3

1.4 1. 1.1 0.5

10.0 10.32 10.1 5.

10.0 4. .33 3.

1.1 0.55 0.3 0.

1. 1.2 0.52 0.

1.4 1.3 1.0 0.3

1.4 1. 1.1 0.5

SP /T #9 DS /TRG

.5 .55 .4 3.13

0.5 0.0 0. 0.3

0.54 0.4 0.4 0.

1.13 1.00 0.4 0.21.2 1.10 0.4 0.

.23 . .13 3.2 & !hari

0.4 0. 0.0 0.1 ) lt!dt!ha

1.0 0.5 0. 0.1 C lt!dt!ha

1.21 1.04 0.4 0.5 D lt!dt!ha

1.33 1.15 0.5 0. lt!dt!ha

5.0 4. .00 .1 & !hari

1.0 0.54 0.41 0.0 ) lt!dt!ha

1.31 1.22 1.02 0. C lt!dt!ha

1.1 1.1 1.1 0.4 D lt!dt!ha

1. 1. 1.24 0.5 lt!dt!ha

5.5 4.52 . . & !hari

1.10 1.03 0.4 0. ) lt!dt!ha

1.34 1.25 1.04 0.41 C lt!dt!ha1.4 1.5 1.2 0.53 D lt!dt!ha

1. 1. 1.3 1.02 lt!dt!ha

.01 .3 3.54 2.10 & !hari

0.0 0.3 0. 0.2 ) lt!dt!ha

0.4 0.5 0.4 0.30 C lt!dt!ha

1.00 0.51 0. 0.3 D lt!dt!ha

1.10 1.00 0.3 0.34 lt!dt!ha

. .0 3.2 1.5 & !hari

0. 0.5 0.2 0.21 ) lt!dt!ha

0.42 0.3 0.3 0.2 C lt!dt!ha

0.5 0.4 0.0 0.30 D lt!dt!ha

1.0 0.53 0. 0.33 lt!dt!ha

H&S+PRH+T,#G

!hari

T&) .4QSTR&

)erdasar7an $AP!hari

T&) .4QSTR&

)erdasar7an $AP!hari

O3.33 !hari7ebutuhan air untu7

?enggantian air

genangan saat?eu?u7an


22/76


23/76

Tabel 4. P$la Tana

G/& /),T,H /T #9 DS % ') *&R &PR *+ %,

G#G 1 &O& #9*)R

Bero LP Pertumbuhan MT I LP Pertumbuhan MT II

7 8 1 2 1 2 3 4 5 6 1 2 1 2 3 4 5

D+ S& TRS+R ( C " 0.92 1.19 0.95 0.99 0.91 0.40 0.00 0.55 0.77 0.58 0.71 0.95 1.08 0.58 0.65

D+ S& S/,#DR ( D " 1.06 1.37 1.09 1.13 1.05 0.46 0.00 0.64 0.89 0.67 0.82 1.10 1.24 0.67 0.74

D+ S& PR+*R ( " 1.16 1.51 1.20 1.25 1.16 0.51 0.00 0.70 0.98 0.73 0.90 1.21 1.37 0.73 0.82G#G 2 &/H+R #9*)R

Bero LP Pertumbuhan MT I LP Pertu

5 6 7 8 1 2 1 2 3 4 5 6 1 2 1 2 3

D+ S& TRS+R ( C " 0.55 0.90 0.96 0.93 1.07 0.59 0.00 1.37 0.90 0.66 0.56 0.72 0.92

D+ S& S/,#DR ( D " 0.63 1.04 1.10 1.07 1.23 0.68 0.00 1.57 1.03 0.75 0.64 0.82 1.06

D+ S& PR+*R ( " 0.69 1.14 1.21 1.18 1.36 0.75 0.00 1.73 1.14 0.83 0.71 0.91 1.16

G/& /),T,H &+R R&T& - R&T&

R&T& - R&T& ( C " 0.00 0.92 1.19 0.75 0.94 0.94 0.67 0.54 0.57 0.39 0.97 0.81 0.81 0.82 0.65 0.78

R&T& - R&T& ( D " 0.00 1.06 1.37 0.86 1.09 1.08 0.77 0.62 0.66 0.44 1.12 0.93 0.93 0.94 0.74 0.90

R&T& - R&T& ( " 0.00 1.16 1.51 0.94 1.19 1.18 0.84 0.68 0.73 0.49 1.23 1.02 1.02 1.04 0.82 0.99

/eterangan :

C Saluran TersierD Saluran Se7under

Saluran Prier

Pertubuhan *T + Padi

Pertubuhan *T ++ PalaJija


24/76

# %, &GT SP /TRG

Bero GL I

6 1 2 3 4 5 6 !"!L #$

0.88 LP%30 har&

1.01 Pertumbuhan

1.11 120 har&

buhan MT II Bero GL II

4 5 6 1 2 3 4 !'(I) #$

0.51 0.43 0.70 LP%30 har&

0.59 0.54 0.88 Pertumbuhan

0.65 0.62 1.01 120 har&

*a7s

0.69 0.43 0.70 0.00 C : 1.15lt!dt!ha

0.80 0.54 0.88 0.00 D : 1.3lt!dt!ha

0.88 0.62 1.01 0.00 : 1.1lt!dt!ha


25/76

Tabel 5. Perhitungan Diensi Saluran +rigasi PebaJa

&. Saluran /anan

#.D$ (ha" ,&S

I 9a '

b : h (!dt7"

TRS+R S/,#DR PR+*R D$Na I!9a

*1+ *2+ *3+ *4+ *5+ *6+ *7+ *8+ *9+ *10+ *11+ *12+ *13+

1 ,TT'a4'& 125.60 1.19 0.150 0.323 0.463 1 1.00 0.481 0.481

2 ,TT'a4'a 82.90 1.19 0.099 0.299 0.330 1 1.00 0.406 0.406

3 ,,T'a4 208.50 1.37 0.286 0.364 0.784 1 1.00 0.626 0.626

4 ,TT'a3'& 94.00 1.19 0.112 0.306 0.366 1 1.00 0.428 0.428

5 ,TT'a3'a 51.80 1.19 0.062 0.274 0.225 1 1.00 0.336 0.336

6 ,,T'a3 354.30 1.37 0.486 0.402 1.207 12 1.00 0.889 $!L/

7 ,TT'a2'& 97.40 1.19 0.116 0.308 0.377 1 1.00 0.434 0.434

8 ,TT'a2'T 96.10 1.19 0.115 0.307 0.373 1 1.00 0.432 0.432

9 ,TT'a2'a 87.70 1.19 0.105 0.302 0.346 1 1.00 0.416 0.416

10 ,PT'a2 635.50 1.51 0.958 0.456 2.099 15 1.00 $!L/ $!L/

11 ,TT'a1'& 57.00 1.19 0.068 0.279 0.244 1 1.00 0.349 0.349

12 ,TT'a1'a 102.10 1.19 0.122 0.311 0.391 1 1.00 0.442 0.442

13 ,PT'a1 794.60 1.51 1.198 0.476 2.518 1.6 1.00 1.575 0.984

). Saluran /iri

#.D$ (ha" ,&S

I 9a '

b : h (!dt7"

TRS+R S/,#DR PR+*R D$Na I!9a

*1+ *2+ *3+ *4+ *5+ *6+ *7+ *8+ *9+ *10+ *11+ *12+ *13+

1 ,TT'&3'& 146.30 1.19 0.174 0.332 0.525 1 1.00 0.512 0.512

2 ,TT'&3'a 79.00 1.19 0.094 0.296 0.318 1 1.00 0.399 0.399

#&*&S&,R

a(lt!dt7!ha

"

b("

h("

(3!dt7" (2"

0NI014

#&*&S&,R

a(lt!dt7!ha

"

b("

h("

(3!dt7" (2"

0NI014


26/76

3 ,,T'&3 225.30 1.37 0.309 0.370 0.835 12 1.00 $!L/ $!L/

4 ,TT'&2'& 114.10 1.19 0.136 0.317 0.428 1 1.00 0.463 0.463

5 ,TT'&2'a 137.80 1.19 0.164 0.329 0.500 1 1.00 0.500 0.500

6 ,,T'&2 477.20 1.37 0.654 0.425 1.539 13 1.00 $!L/ $!L/

7 ,TT'&1'& 92.60 1.19 0.110 0.305 0.361 1 1.00 0.425 0.425

8 ,TT'&1'a 116.20 1.19 0.138 0.318 0.435 1 1.00 0.466 0.466

9 ,PT'&1 686.00 1.51 1.034 0.463 2.234 18 1.00 $!L/ $!L/


27/76

& 9b P R

/ +

+9

(!dt7" (" ("

(bbANhb"Nhb I!'b 'b! (!dt7"

*14+ *15+ *16+ *17+ *18+ *19+ *20+ *21+ *22+ *23+ *24+

0.50 0.50 0.500 0.299 1.914 0.261 35 0.00044 0.00136 0.527 03

0.45 0.45 0.405 0.244 1.792 0.226 35 0.00035 0.00188 0.562 03

0.65 0.65 0.845 0.338 2.262 0.373 35 0.00035 0.00078 0.508 03

0.45 0.45 0.405 0.277 1.792 0.226 35 0.00045 0.00223 0.613 03

0.35 0.35 0.245 0.252 1.533 0.160 35 0.00060 0.00326 0.588 03

0.90 $!L/ $!L/ $!L/ $!L/ $!L/ 35 $!L/ 0.00159 0.845 04

0.45 0.45 0.405 0.287 1.792 0.226 35 0.00049 0.00175 0.543 03

0.45 0.45 0.405 0.283 1.792 0.226 35 0.00047 0.00169 0.534 03

0.45 0.45 0.405 0.258 1.792 0.226 35 0.00039 0.00153 0.508 03

1.40 0.93 2.178 0.440 3.332 0.654 35 0.00028 0.00085 0.770 05

0.35 0.35 0.245 0.277 1.533 0.160 35 0.00072 0.00254 0.519 03

0.45 0.45 0.405 0.300 1.792 0.226 35 0.00054 0.00197 0.577 03

1.60 1.00 2.600 0.461 3.600 0.722 40 0.00020 0.00070 0.855 05

'b 9b R

/ +

+9

(!dt7" (" ("

(bbANhb"Nhb I!'b 'b! (!dt7"

*14+ *15+ *16+ *17+ *18+ *19+ *20+ *21+ *22+ *23+ *24+

0.55 0.55 0.605 0.288 2.033 0.298 35 0.00034 0.00186 0.616 03

0.40 0.40 0.320 0.294 1.665 0.192 35 0.00064 0.00233 0.626 03

bb("

hb("

'r("

(2" /eiringanSaJahbbA2hb(1A2"0 9b!(/NR2!3"L2

bb("

hb("

'r("

(2" /eiringanSaJahbbA2hb(1A2"0 9b!(/NR2!3"L2


28/76

0.75 $!L/ $!L/ $!L/ $!L/ $!L/ 35 $!L/ 0.00109 0.599 04

0.50 0.50 0.500 0.272 1.914 0.261 35 0.00036 0.00216 0.604 03

0.50 0.50 0.500 0.328 1.914 0.261 35 0.00053 0.00310 0.574 03

1.10 $!L/ $!L/ $!L/ $!L/ $!L/ 35 $!L/ 0.00190 0.922 05

0.45 0.45 0.405 0.272 1.792 0.226 35 0.00044 0.00149 0.501 03

0.50 0.50 0.500 0.277 1.914 0.261 35 0.00038 0.00150 0.502 03

1.65 $!L/ $!L/ $!L/ $!L/ $!L/ 40 $!L/ 0.00149 0.502 05


29/76

*25+

0.50

0.50

1.00

0.50

0.50

1.00

0.50

0.50

0.50

1.00

0.50

0.50

2.00

*25+

0.50

0.50

O("

O("


30/76

1.00

0.50

0.50

1.00

0.50

0.50

2.00


31/76


32/76

) $

0.2612 0.5270.2260 0.562

0.3735 0.508

0.2260 0.613

0.1598 0.588

0.4702 0.845

0.2260 0.543

0.2260 0.534

0.2260 0.508

0.6536 0.770

0.1598 0.5190.2260 0.577

0.7222 0.855

3.09

121.63

0.2612 0.616

0.2260 0.626

0.3735 0.599

0.2260 0.604

0.1598 0.574

0.4702 0.922

0.2260 0.501

0.2260 0.502

0.2260 0.502


33/76

Tabel 10. Perhitungan Tinggi *u7a &ir

&. Saluran /anan

#$.

SaJah Tertinggi

h ("

eta7 (" Ti?e

*1+ *2+ *3+ *4+ *5+ *6+ *7+ *8+ *9+ *10+ *11+ *12+

1 ,TT'a4'& 117.30 0.00 0.00136 117.45 0.00 0.50 0.150 0.31 ) II 030

2 ,TT'a4'a 117.30 0.00 0.00188 117.45 0.00 0.45 0.099 0.25 ) I 030

3 ,,T'a4 0.00 0.00078 0.15 0.00 0.65 0.286 0.40 ) II 060

4 ,TT'a3'& 118.30 0.00 0.00223 118.45 0.00 0.45 0.112 0.28 ) I 030

5 ,TT'a3'a 118.30 0.00 0.00326 118.45 0.00 0.35 0.062 0.22 ) I 030

6 ,,T'a3 0.00 0.00159 0.15 0.00 0.90 0.486 0.46 ) III 100

7 ,TT'a2'& 120.50 75.64 0.00175 120.65 0.13 0.45 0.116 0.28 ) I 030

8 ,TT'a2'T 120.50 81.20 0.00169 120.65 0.14 0.45 0.115 0.28 ) I 030

9 ,TT'a2'a 120.50 111.78 0.00153 120.65 0.17 0.45 0.105 0.26 ) I 030

10 ,PT'a2 0.00 0.00085 0.15 0.00 1.40 0.958 0.54 ) III 130

11 ,TT'a1'& 121.50 73.26 0.00254 121.65 0.19 0.35 0.068 0.23 ) I 030

12 ,TT'a1'a 121.50 78.37 0.00197 121.65 0.15 0.45 0.122 0.29 ) I 030

13 ,PT'a1 0.00 0.00070 0.15 0.00 1.60 1.198 0.58 ) III 130

). Saluran /iri

#$.

SaJah Tertinggi

h ("

#aaSaluran

/eiringanSaJah

Tinggi *u7a&ir De7at

SaJah ("

Perubahanle6asi

ebarDasar

Saluran ("

I

(3!deti7" %ara7 dariPintu ("

ebar b("

#aaSaluran

/eiringanSaJah

Tinggi *u7a&ir De7at

Perubahanle6asi

ebarDasar

I

3 %ara7 dari ebar b


34/76

*1+ *2+ *3+ *4+ *5+ *6+ *7+ *8+ *9+ *10+ *11+ *12+

1 ,TT'&3'& 116.88 0.00 0.00186 117.03 0.00 0.55 0.174 0.33 ) II 040

2 ,TT'&3'a 116.88 0.00 0.00233 117.03 0.00 0.40 0.094 0.27 ) I 030

3 ,,T'&3 1607.63 0.00109 0.15 1.75 0.75 0.309 0.39 ) II 080

4 ,TT'&2'& 118.63 0.00 0.00216 118.78 0.00 0.50 0.136 0.29 ) I 030

5 ,TT'&2'a 118.63 0.00 0.00310 118.78 0.00 0.50 0.164 0.33 ) II 040

6 ,,T'&2 721.86 0.00190 0.15 1.37 1.10 0.654 0.49 ) III 1307 ,TT'&1'& 120.00 80.50 0.00149 120.15 0.12 0.45 0.110 0.27 ) I 030

8 ,TT'&1'a 120.00 100.48 0.00150 120.15 0.15 0.50 0.138 0.30 ) I 030

9 ,PT'&1 1338.02 0.00149 0.15 2.00 1.65 1.034 0.51 ) III 130

Pintu ("

("


35/76

Pintu

K (" %ulah

Hilir (" Hulu (" Hilir (" Hulu ("

*13+ *14+ *15+ *16+ *17+ *18+ *19+ *20+ *21+ *22+

045 0.15 2 117.45 117.60

030 0.10 1 117.45 117.55

045 $!L/ 2 117.60 1278.60 1.00 118.60 118.75

030 $!L/ 1 118.45 $!L/

030 $!L/ 1 118.45 $!L/

060 $!L/ 3 118.55 1379.4454 2.20 120.75 120.95

030 $!L/ 1 120.78 $!L/

030 $!L/ 1 120.79 $!L/

030 $!L/ 1 120.82 120.92

060 $!L/ 3 120.92 1170.60 1.00 121.92 122.12

030 $!L/ 1 121.84 $!L/

030 $!L/ 1 121.80 121.90

060 $!L/ 3 121.94 709.89 0.50 122.44 122.64

Pintu

Tinggi *u7a &irDe7at Pintu ,7ur

Tinggi *u7a &irTertinggi di ,jung

Hilir SaluranSe7under ! Prier

("

PanjangSaluran ("

/ehilangandi Saluran

("

Tinggi *u7a &ir di,jung Ruas Saluran

SebelahTinggi h

("

Tinggi *u7a &irDe7at Pintu ,7ur

Tinggi *u7a &irTertinggi di ,jung

Hilir SaluranSe7under Prier

PanjangSaluran ("

/ehilangandi Saluran

Tinggi *u7a &ir di,jung Ruas Saluran

SebelahTinggi h


36/76

Hilir (" Hulu (" Hilir (" Hulu ("

*13+ *14+ *15+ *16+ *17+ *18+ *19+ *20+ *21+ *22+

045 0.15 2 117.03 117.18

030 0.10 1 117.03 117.13

045 $!L/ 2 117.18 1607.63 1.75 118.93 119.08

030 $!L/ 1 118.78 118.88

045 $!L/ 2 118.78 118.93

060 $!L/ 3 118.93 721.86 1.37 120.30 120.50030 $!L/ 1 120.27 120.37

030 $!L/ 1 120.30 120.40

060 $!L/ 3 120.40 1338.02 2.00 122.40 122.60

("

("


37/76

Tabel 11. Perbandingan /etingian Saluran Pada Peta Dan &nalitis

#$

Hulu (" Hilir (" Hulu (" Hilir ("

*1+ *2+ *4+ *3+ *5+ *6+ *8+ *7+ *9+ *10+

1 ,,T'a4 118.75 117.75 0.00078 1278.60 118.30 117.30 1.00 1.00

2 ,,T'a3 120.95 118.75 0.00159 1379.45 120.50 118.30 2.20 2.20

3 ,PT'a2 122.12 121.12 0.00085 1170.60 121.50 120.50 1.00 1.00

4 ,PT'a1 122.64 122.14 0.00070 709.89 122.00 121.50 0.50 0.50

6 ,,T'&3 119.08 117.33 0.00109 1607.63 118.63 116.88 1.75 1.75

7 ,,T'&2 120.50 119.13 0.00190 721.86 120.00 118.63 1.37 1.37

8 ,PT'&1 122.60 120.60 0.00149 1338.02 122.00 120.00 2.00 2.00

#aaSaluran

Tinggi *u7a &irRencana di ,jung

Ruas Saluran Sebelah

/eiringanSaluranRencana

PanjangSaluran

("

Tinggi Tanah &sli?ada Peta

SelisihHilir

-Hulu Peta

SelisihHilir-

HuluRencana


38/76

*11+ *12+ *13+ *14+

0.00 1 0.00 1278.60

0.00 1 0.00 1379.45

0.00 1 0.00 1170.60

0.00 1 0.00 709.89

0.00 1 0.00 1607.63

0.00 1 0.00 721.86

0.00 1 0.00 1338.02

TinggiTerjunan

T$tal

%ulah)angunan

PenurunanTia? Terjunan

("

%ara7 Tia?Penurunan

("


39/76

Tabel 12. Perhitungan Saluran *eanjang

#.

P+ T&H P+ TGG, *,/

Hulu Hilir Hulu Hilir Hulu

(" (" (" (" (" ("

*1+ *2+ *3+ *5+ *4+ *7+ *6+ *9+1 ,,T'a4 1278.60 118.30 117.30 119.05 118.05 118.75

2 ,,T'a3 1379.45 120.50 118.30 121.35 119.15 120.95

3 ,PT'a2 1170.60 121.50 120.50 122.62 121.62 122.12

4 ,PT'a1 709.89 122.00 121.50 123.14 122.64 122.64

5 ,,T'&3 1607.63 118.63 116.88 119.48 117.73 119.08

6 ,,T'&2 721.86 120.00 118.63 121.00 119.63 120.50

7 ,PT'&1 1338.02 122.00 120.00 123.10 121.10 122.60

#&*&S&,R

P%GS&,R


40/76

&+R D&S&R

Hilir Hulu Hilir

(" (" ("

*8+ *11+ *10+117.75 118.10 117.10

118.75 120.20 118.00

121.12 121.19 120.19

122.14 121.64 121.14

117.33 118.46 116.71

119.13 119.65 118.28

120.60 121.68 119.68


41/76

Tabel 13. Pendiensian Saluran Drainase

&. Saluran /anan

#$ #aa Saluran

1 2 3 N3

1

,TT'a4'& 125.600 0.0056 0.703 05

,TT'a4'a 82.900 0.0056 0.464 04

,,T'a4 208.500 0.0056 1.168 05

2

,TT'a3'& 94.00 0.0056 0.526 05

,TT'a3'a 51.80 0.0056 0.290 04

,,T'a3 354.30 0.0056 1.984 06

3

,TT'a2'& 97.40 0.0056 0.545 05

,TT'a2T 96.10 0.0056 0.538 05

,TT'a2'a 87.70 0.0056 0.491 04

,PT'a2 635.50 0.0056 3.559 04

4

,TT'a1'& 57.00 0.0056 0.319 04

,TT'a1'a 102.10 0.0056 0.572 05

,PT'a1 794.60 0.0056 4.450 04

). Saluran /iri

#$ #aa Saluran

1 2 3 N3

1

,TT'&3'& 146.300 0.0056 0.819 05

,TT'&3'a 79.000 0.0056 0.442 04

,,T'&3 225.300 0.0056 1.262 05

2,TT'&2'& 114.100 0.0056 0.639 05,TT'&2'a 137.800 0.0056 0.772 05

,,T'I2 477.200 0.0056 2.672 06

3

,TT'&1'& 92.600 0.0056 0.519 05

,TT'&1'a 116.200 0.0056 0.651 05

,PT'&1 686.000 0.0056 3.842 06

(ha"

D

(3!dt!ha"

I (3!det"'r

("&00ha

&00ha

(ha"

D

(3!dt!ha"

I (3!det"'r

("&00ha

&00ha


42/76

/ b : h +

4 5 10 11 12 10 ! 11 13

35 1 2 2.78 2045.782 0.0014 0.674

35 1 15 2.35 1253.243 0.0019 $!L/

40 1 2 1.00 1278.605 0.0008 0.860

35 1 2 1.63 687.2124 0.0024 0.545

35 1 1 1.63 469.4852 0.0035 0.469

40 1.5 25 2.20 1379.445 0.0016 $!L/

35 1 2 2.80 1599.162 0.0018 0.584

35 1 2 2.60 1535.694 0.0017 0.585

35 1 15 2.80 1829.81 0.0015 $!L/

40 1.5 3 1.00 1170.6 0.0009 1.112

35 1 15 2.83 1114.46 0.0025 $!L/

35 1 2 4.20 2128.338 0.0020 0.582

40 1.5 3 0.50 709.8902 0.0007 1.254

/ b : h +

4 5 10 11 12 10 ! 11 13

35 1 2 3.14 1690.71 0.0019 0.673

35 1 15 2.90 1246.61 0.0023 $!L/

40 1 2 1.75 1607.63 0.0011 0.832

35 1 2 2.43 1124.24 0.0022 0.59635 1 2 2.19 706.64 0.0031 0.598

40 1.5 25 1.37 721.86 0.0019 $!L/

35 1 2 2.20 1480.81 0.0015 0.591

35 1 2 2.30 1536.82 0.0015 0.643

40 1.5 3 2.00 1338.02 0.0015 1.031

Hs

("

("

h

("

Hs

("

("

h

("


43/76

1 1 1 A (4N13"N13 1 1 14 15

1.348 1.363 0.516 0.516 0.70 1.40

$!L/ $!L/ $!L/ $!L/ 0.60 $!L/

1.720 2.219 0.526 0.526 0.90 1.80

1.090 0.890 0.591 0.591 0.55 1.10

0.469 0.440 0.659 0.659 0.50 0.50

$!L/ $!L/ $!L/ $!L/ 0.85 $!L/

1.169 1.025 0.532 0.532 0.60 1.20

1.170 1.027 0.524 0.524 0.60 1.20

$!L/ $!L/ $!L/ $!L/ 0.65 $!L/

3.337 5.567 0.639 0.639 1.15 3.45

$!L/ $!L/ $!L/ $!L/ 0.50 $!L/

1.163 1.015 0.563 0.563 0.60 1.20

3.762 7.077 0.629 0.629 1.25 3.75

1 1 1 A (4N13"N13 1 1 14 15

1.346 1.360 0.603 0.603 0.70 1.40

$!L/ $!L/ $!L/ $!L/ 0.55 $!L/

1.664 2.078 0.607 0.607 0.85 1.70

1.192 1.066 0.599 0.599 0.60 1.201.196 1.073 0.719 0.719 0.60 1.20

$!L/ $!L/ $!L/ $!L/ 0.90 $!L/

1.183 1.049 0.494 0.494 0.60 1.20

1.286 1.240 0.525 0.525 0.65 1.30

3.092 4.780 0.804 0.804 1.05 3.15

b

("

'(2"

9(!dt"

9b(!dt"

hb("

bb

("

b

("

'(2"

9(!dt"

9b(!dt"

hb("

bb

("


44/76

+

20 21 22 23

1.47 3.380 0.435 0.000659

$!L/ $!L/ $!L/ 0.001030

2.43 4.346 0.559 0.000376

0.91 2.656 0.342 0.001194

0.50 1.914 0.261 0.002122

$!L/ $!L/ $!L/ $!L/

1.08 2.897 0.373 0.000862

1.08 2.897 0.373 0.000835

$!L/ $!L/ $!L/ $!L/

5.95 7.596 0.783 0.000354

$!L/ $!L/ $!L/ $!L/

1.08 2.897 0.373 0.000966

7.03 8.257 0.852 0.000306

+

20 21 22 23

1.47 3.380 0.435 0.000899

$!L/ $!L/ $!L/ $!L/

2.17 4.104 0.528 0.000540

1.08 2.897 0.373 0.0010931.08 2.897 0.373 0.001574

$!L/ $!L/ $!L/ $!L/

1.08 2.897 0.373 0.000743

1.27 3.138 0.404 0.000752

4.96 6.936 0.715 0.000631

'b(2"

("

R("

'b(2"

("

R("


45/76

Tabel 1. Perhitungan *u7a &ir Saluran Drainase

&. Saluran /anan

#$ #aa Saluran

Saluran

+ Desain DeltaHulu Hilir

1 2 3

1 ,TT'a4'& 117.30 114.52 0.000659 2045.782 1.00 2.78

2 ,TT'a4'a 117.30 114.95 0.001030 1253.243 1.00 2.35

3 ,,T'a4 118.30 117.30 0.000376 1278.605 1.50 1.00

4 ,TT'a3'& 118.30 116.67 0.001194 687.212 1.00 1.63

5 ,TT'a3'a 118.30 116.67 0.002122 469.485 1.00 1.63

6 ,,T'a3 120.50 118.30 0.000726 1379.445 1.50 2.20

7 ,TT'a2'& 120.50 117.70 0.000862 1599.162 1.00 2.80

8 ,TT'a2T 120.50 117.90 0.000835 1535.694 1.00 2.60

9 ,TT'a2'a 120.50 117.70 0.000817 1829.810 1.00 2.80

10 ,PT'a2 121.50 120.50 0.000354 1170.600 1.50 1.00

11 ,TT'a1'& 121.50 118.67 0.001367 1114.460 1.00 2.83

12 ,TT'a1'a 121.50 117.30 0.000966 2128.338 1.00 4.2013 ,PT'a1 122.00 121.50 0.000306 709.890 1.50 0.50

). Saluran /iri

#$ #aa SaluranSaluran

+ Desain DeltaHulu Hilir

1 2 3

PanjangSaluran

ebarTanggul

PanjangSaluran

ebarTanggul


46/76

1 ,TT'&3'& 116.88 113.74 0.000899 1690.708 1.00 3.14

2 ,TT'&3'a 116.88 113.98 0.001327 1246.614 1.00 2.90

3 ,,T'&3 118.63 116.88 0.000540 1607.634 1.50 1.75

4 ,TT'&2'& 118.63 116.20 0.001093 1124.239 1.00 2.43

5 ,TT'&2'a 118.63 116.44 0.001574 706.639 1.00 2.19

6 ,,T'I2 120.00 118.63 0.000890 721.864 1.50 1.37

7 ,TT'&1'& 120.00 117.80 0.000743 1480.813 1.00 2.20

8 ,TT'&1'a 120.00 117.70 0.000752 1536.819 1.00 2.30

9 ,PT'&1 122.00 120.00 0.000631 1338.020 1.50 2.00


47/76

'r

*u7a &ir

Hulu Hilir

4 5 3 - 4

05 116.80 114.02

04 $!L/ $!L/

05 $!L/ $!L/

05 $!L/ $!L/

04 $!L/ $!L/

06 $!L/ $!L/

05 $!L/ $!L/

05 $!L/ $!L/

04 $!L/ $!L/

04 $!L/ $!L/

04 $!L/ $!L/

05 $!L/ $!L/04 $!L/ $!L/

'r*u7a &ir

Hulu Hilir

4 5 3 - 4


48/76

05 116.38 113.24

04 $!L/ $!L/

05 $!L/ $!L/

05 $!L/ $!L/

05 $!L/ $!L/

06 $!L/ $!L/

05 $!L/ $!L/

05 $!L/ $!L/

06 $!L/ $!L/


49/76

Tabel .1 Table


50/76

30.03 30.20 30.38 30.56 30.74 30.92 31.10 31.28

2.23 2.24 2.25 2.25 2.26 2.27 2.28 2.29

9.57 9.58 9.60 9.61 9.62 9.64 9.65 9.66

30 3.14 3.16 3.18 3.19 3.21 3.23 3.24 3.26

31.82 32.00 32.19 32.38 32.57 32.76 32.95 33.14

2.32 2.33 2.34 2.35 2.36 2.37 2.38 2.38

Suber : PS&-010 Dirjen Pengairan )ina Pr$gra (154"


51/76

ch

0.8 0.9

8.47 8.48

1.93 1.94

18.43 18.54

1.62 1.63

8.58 8.59

2.05 2.06

19.58 19.70

1.68 1.70

8.69 8.71

2.16 2.17

20.80 20.93

1.75 1.76

8.82 8.83

2.28 2.29

22.10 22.23

1.82 1.83

8.94 8.952.41 2.42

23.45 23.60

1.89 1.90

9.06 9.07

2.54 2.55

24.94 25.08

1.97 1.98

9.18 9.19

2.67 2.69

26.46 26.60

2.04 2.05

9.30 9.31

2.82 2.83

28.10 28.16

2.12 2.13

9.43 9.44

2.96 2.93

29.68 29.85

2.21 2.229.55 9.56

3.11 3.13


52/76

31.46 31.61

2.30 2.31

9.68 9.69

3.28 3.29

33.33 33.52

2.39 2.40


53/76

Tabel .2 'ungsi dari Te?eratur Pada Saat DeJ P$int

0 0.1 0.2 0.3 0.4 0.5 0.6

15 0.195 0.194 0.194 0.193 0.192 0.191 0.190

12.780 12.860 12.950 13.030 13.110 13.200 13.280

16 0.186 0.185 0.184 0.183 0.182 0.181 0.180

13.630 13.710 13.800 13.900 13.990 14.080 14.170

17 0.176 0.175 0.175 0.174 0.173 0.172 0.171

14.530 14.620 14.710 14.800 14.900 14.990 15.090

18 0.167 0.166 0.165 0.164 0.163 0.162 0.161

15.460 15.560 15.660 15.760 15.860 15.960 16.060

19 0.157 0.156 0.156 0.155 0.154 0.153 0.152

16.460 16.570 16.680 16.790 16.900 17.000 17.100

20 0.148 0.147 0.146 0.145 0.144 0.143 0.142

17.530 17.640 17.750 17.860 17.970 18.090 18.20021 0.137 0.136 0.135 0.134 0.133 0.132 0.131

18.650 18.770 18.880 19.000 19.110 19.230 19.350

22 0.127 0.126 0.125 0.124 0.123 0.122 0.121

19.820 19.940 20.060 20.190 20.310 20.430 20.580

23 0.116 0.115 0.114 0.113 0.112 0.111 0.110

21.050 21.190 21.320 21.450 21.580 21.710 21.840

24 0.106 0.105 0.104 0.103 0.102 0.101 0.100

22.370 22.500 22.600 22.760 22.910 23.050 23.190

25 0.095 0.094 0.093 0.092 0.091 0.090 0.089

23.750 23.900 24.030 24.200 24.330 24.490 24.640


Pa


54/76

0.7 0.8 0.9

0.189 0.188 0.187

13.370 13.450 13.540

0.179 0.178 0.177

14.260 14.350 14.460

0.170 0.169 0.168

15.170 15.370 15.380

0.160 0.159 0.158

16.160 16.260 16.360

0.151 0.150 0.149

17.100 17.320 17.430

0.141 0.140 0.139

18.310 18.430 18.5400.130 0.129 0.128

19.460 19.580 19.700

0.120 0.119 0.117

20.650 20.800 20.930

0.109 0.108 0.107

21.970 22.100 22.230

0.099 0.097 0.096

23.330 23.450 23.600

0.088 0.087 0.860

24.790 24.940 25.090


55/76

Tabel .3. 'ungsi dari /ece?atan &ngin

: ;*/2+% 049 : 035 *05 < 054 /2+

m=> 0 0.1 0.2 0.3 0.4 0.5 0.6

0 0.086 0.095 0.104 0.123 0.132 0.142 0.151

1 0.178 0.187 0.197 0.206 0.215 0.225 0.234

2 0.271 0.280 0.290 0.299 0.308 0.318 0.327

3 0.364 0.373 0.382 0.392 0.401 0.410 0.420

4 0.456 0.465 0.475 0.484 0.493 0.503 0.512

5 0.549 0.558 0.568 0.577 0.586 0.596 0.605

6 0.642 0.651 0.660 0.670 0.679 0.688 0.698

7 0.734 0.743 0.752 0.762 0.771 0.790 0.799

8 0.826 0.835 0.845 0.854 0.863 0.873 0.882

9 0.919 0.928 0.938 0.947 0.956 0.966 0.975

10 1.012 1.021 1.031 1.040 1.049 1.059 1.068

?&@a Aea& CenDatat = aAat eAea& bu@an Ca>a < 2 m ma@a >ata Ean terData haru

% eAea& CenDatat >aAam m

0.50 1.00 2.00 3.00 4.00 5.00 6.00

F*+ 1.220 1.105 1.000 0.954 0.906 0.877 0.854


z z xU z f xU z

U )(2 7

1

2 =

=


56/76

0.7 0.8 0.9

0.161 0.163 0.169

0.244 0.259 0.262

0.337 0.346 0.355

0.429 0.438 0.447

0.522 0.531 0.540

0.614 0.624 0.632

0.707 0.716 0.725

0.808 0.901 0.910

0.891 0.901 0.910

0.984 0.994 1.003

1.077 1.087 1.096

>&@oner&

7.00 8.00 9.00 10.00

0.836 0.820 0.807 0.795


57/76

Tabel . Te7anan ,dara

L&ntan ?!# ;B M!) !P) MI ?/# ?/L !G, ,PT,eAatan

0 8.59 8.87 8.93 8.67 8.23 7.95 8.03 8.41 8.77

1 8.66 8.92 8.93 8.62 8.15 7.85 7.94 8.34 8.74

2 8.74 8.96 8.92 8.57 8.06 7.75 7.85 8.27 8.71

3 8.82 9.00 8.92 8.52 7.98 7.65 7.75 8.21 8.69

4 8.89 9.04 7.91 8.47 7.89 7.55 7.66 8.14 8.67

5 8.97 9.08 8.91 8.42 7.81 7.45 7.56 8.08 8.64

6 9.04 9.12 8.90 8.37 7.72 7.35 7.47 8.01 8.62

7 9.12 9.16 8.90 8.32 7.64 7.25 7.37 7.95 8.59

8 9.19 9.20 8.90 8.27 7.55 7.15 7.28 7.88 8.57

9 9.27 9.24 8.90 8.22 7.47 7.05 7.18 7.81 8.54

10 9.35 9.28 8.89 8.17 7.38 6.95 7.09 7.74 8.51



58/76

'T #$ ,

8.83 8.62 8.46

8.85 8.68 8.55

8.88 8.75 8.63

8.91 8.81 8.72

8.93 8.88 8.80

8.95 8.94 8.89

8.97 9.01 8.97

8.99 9.08 9.06

9.01 9.14 9.14

9.03 9.21 9.23

9.06 9.27 9.32


59/76

Tabel . /$eUsien Radiasi *atahari

L&ntan r

,eAatan 0 10 20 30 40 50 60 70 800 0.000 0.039 0.078 0.117 0.156 0.195 0.234 0.273 0.312

1 0.019 0.058 0.097 0.136 0.175 0.214 0.253 0.292 0.331

2 0.074 0.113 0.152 0.191 0.230 0.269 0.308 0.347 0.366

3 0.120 0.159 0.198 0.237 0.276 0.315 0.354 0.393 0.432

4 0.140 0.179 0.218 0.257 0.296 0.335 0.374 0.413 0.452

5 0.167 0.206 0.245 0.264 0.323 0.362 0.401 0.440 0.479

6 0.188 0.227 0.266 0.305 0.344 0.383 0.422 0.461 0.500

7 0.204 0.243 0.282 0.321 0.360 0.399 0.438 0.477 0.516

8 0.214 0.253 0.292 0.331 0.370 0.409 0.449 0.487 0.525

9 0.216 0.255 0.294 0.333 0.372 0.411 0.450 0.489 0.528

10 0.218 0.257 0.296 0.335 0.374 0.413 0.452 0.491 0.530



60/76

90 1000.351 0.390

0.370 0.409

0.425 0.461

0.471 0.510

0.491 0.530

0.518 0.557

0.539 0.578

0.555 0.594

0.565 0.604

0.567 0.606

0.569 0.608


61/76

Tabel . 'a7t$r Hujan &una@an untu@ aCotranC&ra&

meto>e mo>&@& Penman

2 (H$ % h&h EeA>&n ar&etE oF Ca>& Ca>& ar&eta unuA3 Tra>&&onaA % Jen& tra>&&onaA Ca>& ar&eta b&aa

4 'oe&en terebut >&una@an eteAah CenoAahan tanah

'a7t$r Tanaan untu7 PalaJija

,etenah BuAan @e

'oeFe&en Tanaman

'e>eAa& ?aun 'aD. Tanah Baan BunD&

1 0.50 0.50 0.50 0.50 0.50

2 0.75 0.59 0.51 0.51 0.64

3 1.00 0.96 0.66 0.69 0.89

4 1.00 1.05 0.85 0.90 0.95

5 0.82 1.02 0.95 0.95 0.88


62/76

6 0.45 0.95 0.95

7 0.55

8 0.55

9

10

1112

13



63/76

an Padi

'aCa

0.50

0.50

0.58

0.75

0.91


64/76

1.04

1.05

1.05

1.05

0.78

0.650.65

0.65


65/76

Tabel . 'a7t$r Tanana untu7 Padi (/c"

BuAan#e>eDo=Pro&>a ;!

Tra>&&onaA (H$ Tra>&&onaA (H$

1.20 1.20 1.10 1.101 1.20 1.27 1.10 1.10

1 1.32 1.33 1.10 1.05

2 1.40 1.30 1.10 1.05

2 1.35 1.15 1.05 0.95

3 1.24 0.00 1.05 0.00

3 1.12 0.95

4 0.00 0.00

atatan

1 'oe&en tb >&una@an untu@ aCotranC&ra&

meto>e mo>&@& Penman

2 (H$ % h&h EeA>&n ar&etE oF Ca>& Ca>& umur Cen>e@

3 Tra>&&onaA % Jen& tra>&&onaA Ca>& umur CanJan

4 'oe&en terebut >&una@an eteAah CenoAahan tanah



66/76

Tabel .4 (QSTR&" and Pre?arati$n ReEuireent '$r 30 Da>s Dura

o < P Lan> PreC. )eK o

PreC. )eK, % 200 mm , % 250 mm , % 200 mm , % 250 mm

mm=>aE mm=>aE mm=>aE mm=>aE mm=>aE mm=>aE

5.0 9.4 11.1 8.2 11.5 13.0

5.2 9.6 11.2 8.4 11.7 13.2

5.4 9.7 11.3 8.6 11.8 13.3

5.6 9.9 11.4 8.8 12.0 13.4

5.8 10.0 11.5 9.0 12.1 13.6

6.0 10.1 11.6 9.2 12.3 13.8

6.2 10.2 11.8 9.4 12.4 13.9

6.4 10.4 11.9 9.6 12.6 14.0

6.6 10.5 12.0 9.8 12.7 14.2

6.8 10.6 12.1 10.0 12.9 14.3

7.0 10.8 12.3 10.2 13.0 14.4

7.2 10.9 12.4 10.4 13.2 4.6

7.4 11.0 12.5 10.6 13.3 14.7

7.6 11.1 12.7 10.8 13.5 14.9

7.8 11.3 12.8 11.0 13.6 15.0

8.0 11.4 12.9



67/76

i$n


68/76

Tabel .5 Perencanaan Pr$Ul Saluran

eb&t 'em&r&nan Perban>&nan>aAam TaAu> b=h

1m n

0.15 - 0.30 1.0 1.0

0.30 - 0.50 1.0 1.0 - 1.2

0.50 - 0.75 1.0 1.2 - 1.3

0.75 - 1.00 1.0 1.3 - 1.5

1.00 - 1.50 1.0 1.5 - 1.8

1.50 - 3.00 1.5 1.8 - 2.3

3.00 - 4.50 1.5 2.3 - 2.7

4.50 - 5.00 1.5 2.7 - 2.9

5.00 - 6.00 1.5 2.9 - 3.1

6.00 - 7.50 1.5 3.1 - 3.5

7.50 - 9.00 1.5 3.5 - 3.7

9.00 - 10.00 1.5 3.7 - 3.9

10.00 - 11.00 2.0 3.9 - 4.211.00 - 15.00 2.0 4.2 - 4.9

15.00 - 25.00 2.0 4.9 - 6.5

25.00 - 40.00 2.0 6.5 - 9.0

Suber : /P-03 Dire7t$rat %enderal Suber Da>a

m3=>t


69/76

;a@tor'e@aaran

'

35

35

35

35

40

40

40

40

42.5

42.5

42.5

42.5

4545

45

45

ir


70/76

Tabel .10. Perencanaan Pintu R$ijn

#o ( THP ?/ML!( B

1 0.150 0.31 ) II 2 0302 0.099 0.25 ) I 1 030

3 0.286 0.40 ) II 2 060

4 0.112 0.28 ) I 1 030

5 0.062 0.22 ) I 1 030

6 0.486 0.46 ) III 3 100

7 0.116 0.28 ) I 1 030

8 0.115 0.28 ) I 1 030

9 0.105 0.26 ) I 1 030

10 0.958 0.54 ) III 3 13011 0.068 0.23 ) I 1 030

12 0.122 0.29 ) I 1 030

13 1.198 0.58 ) III 3 130

14 0.174 0.33 ) II 2 040

15 0.094 0.27 ) I 1 030

16 0.309 0.39 ) II 2 080

17 0.136 0.29 ) I 1 030

18 0.164 0.33 ) II 2 040

19 0.654 0.49 ) III 3 13020 0.110 0.27 ) I 1 030

21 0.138 0.30 ) I 1 030

22 1.034 0.51 ) III 3 130


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THP

) II - 154) II - 154

) II - 308

) I - 140

) I - 84

) III - 634

) II - 154

) I - 140

) II - 154

) II - 668) I - 84

) III - 238

) II - 668

) II - 206

) I - 112

) I - 364

) II - 154

) II - 206

) II - 668) II - 154

) II - 154

) III - 1033


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Tabel 21. Perhitungan ,?li


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L$!,I B!#?I) M)/ 127.97

L$!,I B!#?I) (ILI) 123.83

(" 4.14

" 5.34


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P

5.47

6.69

6.63

6.03

5.78

6.19

6.13

5.53

5.28

8.13

7.88

6.69

6.44

7.26

7.15

5.96

5.57

6.39

6.32

3.20


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76/76

Tabel 22. Ga>a ,?lia 8 %ara7

1 22.32 2.02 15.02 335.32

2 15.95 2.03 11.03 175.92

3 8.00 0.90 8.11 64.94

4 17.84 3.17 4.23 75.49

5 3.55 0.53 0.53 1.89

?/ML!( 67.67 0.00 653.56

Tabel 23. Ga>a ,?lia 8 %ara7

1 32.02 0.08 13.08 418.94

2 26.28 0.10 9.10 239.14

3 12.84 0.04 7.26 93.20

4 35.49 0.18 1.24 44.01

5 6.75 0.03 0.03 0.19

?/ML!( 113.38 0.00 795.48

)esarGa>a

*$enTahanan

*$enGuling

/B -

/ -

/; - G

/( - I

/ ? - '

)esarGa>a

*$enTahanan

*$enGuling

/B -

/ -

/; - G

/( - I

/ ? - '

Data Irigasi 1

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