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IRIGASI farah perhitungan excel
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IRIGASI farah perhitungan excel
Irigasi dan bangunan air Perhitungan Dimensi, debit, tinggi muka air, galianDeskripsi lengkap...
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Farah Vida Karina
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PERHITUNGAN DEBIT (Q) PETAK
NFR (mm/hari) EFESIENSI ( e )
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95
0.648 0.648 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72
C
IR (liter/detikha)
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
0.348 0.348 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313
!UAS DAERAH IRIGASI Qre"#a"a
Debit Saluran Sekunder Saluran Sekunder e
Q(m3/det)
15
0.9
ss22
13
0.9
ss21
12
0.9
ss20
11
0.9
ss19
10
0.9
ss18
9
0.9
ss17
8
0.9
ss16
7
0.9
ss15
6
0.9
ss14
5
0.9
ss13
4
0.9
ss12
3
0.9
ss11
2
0.9
ss10
1
0.9
ss9 ss8 ss7 ss6 ss5 ss4
ss3 ss2 ss1
Saluran Sekunder
e
Q (m3/s)
1
0.9
0.1558127572
2
0.9
0.1618591392
3
0.9
0.1593653549
4
0.9
0.1422153635
5
0.9
0.1131676526
6
0.9
0.0523834019
7
0.9
0.028183942
8
0.9
0.0511574074
9
0.9
0.0381869427
10
0.9
0.0337148491
PETAK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Sal$ra" Primer
e
Q (m%/&)
1
0.9
0.1731252858
A (ha) 118.8 66.96 124 116.96 112.84 110.92 112 121.8 72.56 101.96 61.92 88.48 80.92 65.96 109.64 96.8
DEBIT (Q) !iter/detik m%/detik 41.38 23.32 38.87 36.66 35.37 34.77 35.11 38.18 22.74 31.96 19.41 27.74 25.37 20.68 34.37 30.34
0.0413773 0.0233218 0.0388696 0.0366628 0.0353713 0.0347695 0.035108 0.03818 0.022745 0.0319608 0.0194097 0.0277353 0.0253655 0.0206761 0.0343682 0.0303434
289.575
0.289575
0.038187 70.14222 0.087667
'** +,* 0.4962645
st29/e
0.052222222
0.0789 0.087667
1
st28/e
0.078
0.0604 0.067111
2
0.0609 0.067667
3
0.047 0.052222
4
st25
0.0593 0.065889
5
st24
0.0757 0.084111
6
st23
0.064 0.071111
7
st22
0.055 0.061111
8
st21
0.0601 0.066778
9
st20
0.0637 0.070778
10
0.0575 0.063889
11
st18
0.0592 0.065778
12
st17
0.0508 0.056444
13
st16
0.0287 0.031889
14
st15
0.0543 0.060333
15
st14
0.0562 0.062444
16
st13
0.0881 0.097889
17
st12
0.0931 0.103444
18
st11
0.052 0.057778
19
st27 st26
st19
0.060333333
0.057777778
st10
0.0515 0.057222
20
st9
0.0486
21
st8
0.061111111
0.0741 0.082333
22 ss15
0.0642 0.071333
23
0.0592 0.065778
24 s s17
0.0553 0.061444
25 ss16
0.1153 0.128111
26 s s19
0.042 0.046667
27 s s20
0.0702
R (mm/h ESIENSI ( e 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95 1.95
0.648 0.648 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72
!UAS DAERAH IRIGASI Qre"#a"a
0.054
0.062444
0.078
28 ss21
0.047 0.052222
29 ss22
C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
iter/deti 0.348 0.348 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313
A (ha) 118.8 66.96 124 116.96 112.84 110.92 112 121.8 72.56 101.96 61.92 88.48 80.92 65.96 109.64 96.8
0.115 0.057222 0.207667 0.207667 0.169 0.288444 0.231222
DEBIT (Q) iter/deti m%/detik 41.38 23.32 38.87 36.66 35.37 34.77 35.11 38.18 22.74 31.96 19.41 27.74 25.37 20.68 34.37 30.34
0.041377 0.023322 0.03887 0.036663 0.035371 0.034769 0.035108 0.03818 0.022745 0.031961 0.01941 0.027735 0.025366 0.020676 0.034368 0.030343
'** +,* 0.496264
0.057778 0.316333 0.011833
0.236222 0.016578
!$a& Petak N1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
.ari"a" S 1 S 2 S 3 S 4 S 5 S 6 S 7 S 8 S 9 S 10 S 11 S 12 S 13 S 14 S 15 S 16 !uas "tal
!$a& (Ha)
119.8 66.96 124 116.96 112.84 110.92 112 121.8 72.56 101.96 61.92 88.48 80.92 65.96 109.64 96.8 1563.52
#$#%&S# D&' &'%'&' $
PERHITUNGAN DI0ENSI SA!URAN
' Dime"&i Sal$ra" Ter&ier Nama Sal$ra" S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S14 S15 S16
De1it (m%/&)
2 I3i" (m/det)
1/h
m
2 ma4 (m/det)
A mi" (m)
h mi" (m)
1
2
3
4
5
0.041377 0.023322 0.03887 0.036663 0.035371 0.034769 0.035108 0.03818 0.022745 0.031961 0.01941 0.027735 0.025366 0.020676 0.034368 0.030343
0.3
1
1
0.3
0.1379
0.26261
0.3
1
1
0.3
0.0777
0.19715
0.3
1
1
0.3
0.1296
0.25453
0.3
1
1
0.3
0.1222
0.24719
0.3
1
1
0.3
0.1179
0.24280
0.3
1
1
0.3
0.1159
0.24072
0.3
1
1
0.3
0.1170
0.24190
0.3
1
1
0.3
0.1273
0.25226
0.3
1
1
0.3
0.0758
0.19470
0.3
1
1
0.3
0.1065
0.23080
0.3
1
1
0.3
0.0647
0.17986
0.3
1
1
0.3
0.0925
0.21500
0.3
1
1
0.3
0.0846
0.20561
0.3
1
1
0.3
0.0689
0.18563
0.3
1
1
0.3
0.1146
0.23933
0.3
1
1
0.3
0.1011
0.22488
A mi" (m)
h mi" (m)
6 = 1 / 5 (7) = ((6)/(3))+(4)^(1/2)
* Dime"&i Sal$ra" Sek$"der Nama Sal$ra"
De1it (m%/&)
2 I3i" (m/det)
1/h
m
2 ma4 (m/det)
1
2
3
4
5
SS1 0.15581276
0.35
1
1
0.35
0.4452
0.47179
SS2 0.16185914
0.35
1
1
0.35
0.4625
0.48086
SS3 0.15936536
0.35
1
1
0.35
0.4553
0.47714
SS4 0.14221536
0.3
1
1
0.3
0.4741
0.48685
SS5 0.11316765
0.3
1
1
0.3
0.3772
0.43430
SS6 0.0523834
0.3
1
1
0.3
0.1746
0.29548
SS7 0.02818394
0.25
1
1
0.3
0.0939
0.21673
SS8 0.05115741
0.3
1
1
0.3
0.1705
0.29200
SS9 0.03818694
0.3
1
1
0.3
0.1273
0.25228
SS10 0.03371485
0.3
1
1
0.3
0.1124
0.23705
6 = 1 / 5 (7) = ((6)/(3))+(4)^(1/2)
Nama : Farah Vida Karina NRI : 14021101054
#$#%&S# D&' &'%'&' $
% Dime"&i Sal$ra" Primer Nama Sal$ra"
De1it (m%/&)
2 I3i" (m/det)
1/h
m
2 ma4 (m/det)
1
2
3
4
5
0.35
1
1
0.3
SS1 0.17312529
A mi" (m)
h mi" (m)
6 = 1 / 5 (7) = ((6)/(3))+(4)^(1/2) 0.5771
0.53716
Nama : Farah Vida Karina NRI : 14021101054
#$#%&S# D&' &'%'&' $
1 mi" (m)
h de&ai" 1 de&ai" (m) (m)
A de&ai" (m*)
2 de&ai" (m/&)
k
8) = (3)*(7)() = (7) (10) = (8) (11) = (1)/(2) (12) = (1)/(11) 13
(m) 14
0.26261
0.26
0.26
0.1379
0.3
35
0.4
0.19715
0.20
0.20
0.0777
0.3
35
0.4
0.25453
0.25
0.25
0.1296
0.3
35
0.4
0.24719
0.25
0.25
0.1222
0.3
35
0.4
0.24280
0.24
0.24
0.1179
0.3
35
0.4
0.24072
0.24
0.24
0.1159
0.3
35
0.4
0.24190
0.24
0.24
0.1170
0.3
35
0.4
0.25226
0.25
0.25
0.1273
0.3
35
0.4
0.19470
0.19
0.19
0.0758
0.3
35
0.4
0.23080
0.23
0.23
0.1065
0.3
35
0.4
0.17986
0.18
0.18
0.0647
0.3
35
0.4
0.21500
0.22
0.22
0.0925
0.3
35
0.4
0.20561
0.21
0.21
0.0846
0.3
35
0.4
0.18563
0.19
0.19
0.0689
0.3
35
0.4
0.23933
0.24
0.24
0.1146
0.3
35
0.4
0.22488
0.22
0.22
0.1011
0.3
35
0.4
A de&ai" (m*)
2 de&ai" (m/&)
k
1 mi" (m)
h de&ai" 1 de&ai" (m) (m)
8) = (3)*(7)() = (7) (10) = (8) (11) = (1)/(2) (12) = (1)/(11) 13
(m) 14
0.47179
0.47
0.47
0.4452
0.35
35
0.4
0.48086
0.48
0.48
0.4625
0.35
35
0.4
0.47714
0.48
0.48
0.4553
0.35
35
0.4
0.48685
0.49
0.49
0.4741
0.3
35
0.4
0.43430
0.43
0.43
0.3772
0.3
35
0.4
0.29548
0.30
0.30
0.1746
0.3
35
0.4
0.21673
0.22
0.22
0.1127
0.25
35
0.4
0.29200
0.29
0.29
0.1705
0.3
35
0.4
0.25228
0.25
0.25
0.1273
0.3
35
0.4
0.23705
0.24
0.24
0.1124
0.3
35
0.4
Nama : Farah Vida Karina NRI : 14021101054
#$#%&S# D&' &'%'&' $
1 mi" (m)
h de&ai" 1 de&ai" (m) (m)
A de&ai" (m*)
2 de&ai" (m/&)
k
8) = (3)*(7)() = (7) (10) = (8) (11) = (1)/(2) (12) = (1)/(11) 13 0.53716
0.54
0.54
0.4946
0.35
35
(m) 14 0.4
Nama : Farah Vida Karina NRI : 14021101054
#$#%&S# D&' &'%'&' $
.aaa" (m)
P (m)
R (m)
15) = (()*(14))^(1/2) 6) = (10)+2()*(1+(4)^2)^(1/2(17) = (11)/(16) 0.3241
1.0054
0.1372
0.2808
0.7548
0.1030
0.3191
0.9744
0.1330
0.3144
0.9464
0.1291
0.3116
0.9295
0.1268
0.3103
0.9216
0.1258
0.3111
0.9261
0.1264
0.3177
0.9657
0.1318
0.2791
0.7454
0.1017
0.3038
0.8836
0.1206
0.2682
0.6886
0.0940
0.2933
0.8231
0.1123
0.2868
0.7872
0.1074
0.2725
0.7107
0.0970
0.3094
0.9163
0.1250
0.2999
0.8609
0.1175
P (m)
R (m)
.aaa" (m)
15) = (()*(14))^(1/2) 6) = (10)+2()*(1+(4)^2)^(1/2(17) = (11)/(16) 0.4344
1.8062
0.2465
0.4386
1.8409
0.2512
0.4369
1.8267
0.2493
0.4413
1.8639
0.2543
0.4168
1.6627
0.2269
0.3438
1.1312
0.1544
0.2944
0.8297
0.1359
0.3418
1.1179
0.1525
0.3177
0.9658
0.1318
0.3079
0.9075
0.1238
Nama : Farah Vida Karina NRI : 14021101054
#$#%&S# D&' &'%'&' $
.aaa" (m)
P (m)
R (m)
15) = (()*(14))^(1/2) 6) = (10)+2()*(1+(4)^2)^(1/2(17) = (11)/(16) 0.4635
2.0565
0.2405
Nama : Farah Vida Karina NRI : 14021101054
#$#%&S# D&' &'%'&' $
I != "^2/((K^2)*R^(4/3))) 0.00104 0.00152 0.00108 0.00113 0.00115 0.00117 0.00116 0.00110 0.00155 0.00123 0.00172 0.00136 0.00144 0.00165 0.00118 0.00128
I != "^2/((K^2)*R^(4/3))) 0.00065 0.00063 0.00064 0.00046 0.00053 0.00089 0.00073 0.00090 0.00110 0.00119
Nama : Farah Vida Karina NRI : 14021101054
#$#%&S# D&' &'%'&' $
I != "^2/((K^2)*R^(4/3))) 0.00067
Nama : Farah Vida Karina NRI : 14021101054
PERHITUNGAN T 'Ti"i 0$ka Air Sal$ra" Ter&ier
N-
Nama Kemiri"a" Sal$ra" da&ar &al$ra" Ele6a&i (m)
Sa5ah terti"i Ti"i m$ka Keh Teka"a" air di &a5ah 7d 7i"t$ 7e" (m) (m)
1
2
3 = (2)+0#1
4
1
S1
0.00104
15.5
15.6
0.1
2
S2
0.00152
15.5
15.6
0.1
3
S3
0.00108
12.95
13.05
0.1
4
S4
0.00113
12.95
13.05
0.1
5
S5
0.00115
11.2
11.3
0.1
6
S6
0.00117
11.2
11.3
0.1
7
S7
0.00116
10
10.1
0.1
8
S8
0.0011
10
10.1
0.1
9
S9
0.00155
8.6
8.7
0.1
10
S10
0.00123
8.6
8.7
0.1
11
S11
0.00172
7.3
7.4
0.1
12 13
S12 S13
0.00136 0.00144
7.3 8.79
7.4 8.89
0.1 0.1
14
S14
0.00165
7
7.1
0.1
15
S15
0.00118
8.9
9
0.1
16
S16
0.00128
8
8.1
0.1
*Ti"i 0$ka Air Sal$ra" Sek$"der
N-
Nama Sal$ra"
Kemiri"a" da&ar &al$ra"
Pa"3a" &al$ra" (m)
Beda ti"i &al$ra"
Ti"i m Hilir (m)
1
2
(3) = (1)*(2)
4
1
SS1
0.00072
960
0.6912
15.8
2
SS2
0.0007
880
0.616
13.25
3
SS3
0.00071
720
0.5112
11.5
4
SS4
0.00046
820
0.3772
10.3
5
SS5
0.00053
680
0.3604
8.9
6
SS6
0.00089
660
0.5874
7.6
7
SS7
0.00073
1440
1.0512
9.09
8
SS8
0.0009
920
0.828
7.3
9
SS9
0.0011
2100
2.31
9.2
10
SS10
0.00119
760
0.9044
8.3
% Ti"i 0$ka Air Sal$ra" Primer
N-
1
Nama Sal$ra" S*1
Kemiri"a" da&ar &al$ra"
Pa"3a" &al$ra" (m)
Beda ti"i &al$ra"
Ti"i m Hilir (m)
1
2
(3) = (1)*(2)
4
0.00067
960
0.6432
16.4912
INGGI 0UKA AIR
Ti"i m$ka .arak air 7ada &al &a5ah Ter&ier terti"i (m) (m)
Beda ti"i (m)
Keh Teka"a" 7ada 7i"t$ $k$r (m)
Ti"i m$ka air Hilir (m)
H$l$ (m)
(5) = (3)+(4)
6
7
8
15.7
0
0
0.1
15.7
15.8
15.7
0
0
0.1
15.7
15.8
13.15
0
0
0.1
13.15
13.25
13.15
0
0
0.1
13.15
13.25
11.4
0
0
0.1
11.4
11.5
11.4
0
0
0.1
11.4
11.5
10.2
0
0
0.1
10.2
10.3
10.2
0
0
0.1
10.2
10.3
8.8
0
0
0.1
8.8
8.9
8.8
0
0
0.1
8.8
8.9
7.5
0
0
0.1
7.5
7.6
7.5 8.99
0 0
0 0
0.1 0.1
7.5 8.99
7.6 9.09
7.2
0
0
0.1
7.2
7.3
9.1
0
0
0.1
9.1
9.2
8.2
0
0
0.1
8.2
8.3
$ka air H$l$ (m) 5) = (3) + (4) 16.4912 13.866 12.0112 10.6772 9.2604 8.1874 10.1412 8.128 11.51 9.2044
() = (5) (10)= (8)+()
$ka air H$l$ (m) 5) = (3) + (4) 17.1344
G N-
Nama Sal$ra"
!$a& (m*) AG 8 ((I9.):(D9I;*)):((I9.):(D9I;*)
1
SS1
0.89
2
SS2
2.66
3
SS3
0.91
4
SS4
2.68
5
SS5
0.75
6
SS6
1.85
7
SS7
0.19
8
SS8
1.84
9
SS9
0.25
10
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