ALIRAN PADA SAAT ADA PINTU AIR
1.7
ALIRAN PADA SAAT ADA PINTU AIR
No. Tinjauan
1000
900
800
700
600
500
400
300
200
100
0
Pembacaan Elevasi(cm)
Ada pintu air
y (cm)
Loncat 1
y (cm)
Loncat 2
y (cm)
Peralihan
y (cm)
Tenggelam 1
y (cm)
Tenggelam 2
y (cm)
1.4
1.5
1.8
2
1.9
1.6
1.6
1
7
5.2
9.9
9.4
8.1
7.3
6.4
6.3
5.6
4.9
15.4
14
12.1
10.5
10.6
10.2
9.7
8.9
14.1
14
13.4
18.8
17.3
16.1
14.7
14.4
14.2
13.6
12.9
18.8
18.1
17.6
23
21.4
20
19.1
18.5
18.2
17.6
16.9
22.9
22.3
21.7
BACK
WATER
SEKAT 1
SEKAT 2
HULU - PINTU
AIR
JARAK
TINGGI
793
217
4.5
3.5
yo
yi
jarak
LONCAT 1
LONCA
T2
500
110
7.9
7.6
7.9
7.6
1.8
1.8.1
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1.8.2
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kemiringan dasar saluran
h1
h2
L1-2
so
1.8.3
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1.8.4
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1.8.5
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1.8.6
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x (cm)
Y
1000
900
800
700
600
500
400
300
200
100
0
1.8
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
jenis aliran yang terjadi di saluran sekat 0
B
A
V
Fr
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
35.1
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
10.05370053
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.239252
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
jenis aliran yang terjadi di saluran sekat 1
jenis aliran
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
x (cm)
Y
B
A
V
Fr
jenis aliran
1000
900
800
700
600
500
400
300
200
100
0
1.8
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
35.1
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
10.05370053
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.239252
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
x (cm)
Y
1000
900
800
700
600
500
400
300
200
100
0
1.8
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
x (cm)
Y
1000
900
800
700
600
500
400
300
200
100
0
1.8
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
x (cm)
Y
1000
1.8
jenis aliran yang terjadi di saluran sekat 2
B
A
V
Fr
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
35.1
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
10.05370053
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.239252
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
jenis aliran yang terjadi di saluran sekat 3
B
A
V
Fr
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
35.1
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
10.05370053
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.239252
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
jenis aliran yang terjadi di saluran sekat 4
B
A
V
Fr
19.5
35.1
10.05370053
0.239252
jenis aliran
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
jenis aliran
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
jenis aliran
sub
900
800
700
600
500
400
300
200
100
0
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
x (cm)
Y
1000
900
800
700
600
500
400
300
200
100
0
1.8
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
jenis aliran yang terjadi di saluran sekat 5
B
A
V
Fr
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
35.1
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
10.05370053
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.239252
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
jenis aliran
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
1.8.7
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x
Elevasi
B
A
V
19.5
19.5
19.5
19.5
87.75
68.25
261.3
343.2
423.1
5
4.021480213
5.170474559
1.350497086
1.028219373
sekat 1
sekat 2
peralihan
tenggelam 1
793
217
0
0
4.5
3.5
13.4
17.6
tenggelam 2
0
21.7
Fr
0.0605264
46
0.0882392
65
0.0117789
55
0.0078251
91
0.0057157
65
19.5
0.83394751
Y1
L hitung
dE
0.032732957
26.80360226
7.582007
0.05367988
20.67792072
4.58581
0.003717302
80.37769619
67.23442
0.002155159
105.587069
115.9865
0.001417784
130.1914933
176.32
ALIRAN PADA SAAT ADA PINTU AIR
No. Tinjauan
1000
900
800
700
600
500
400
300
200
100
0
Pembacaan Elevasi(cm)
Ada pintu air
y (cm)
Loncat 1
y (cm)
Loncat 2
y (cm)
Peralihan
y (cm)
Tenggelam 1
y (cm)
Tenggelam 2
y (cm)
1.4
1.5
1.8
2
1.9
1.6
1.6
1
7
5.2
9.9
9.4
8.1
7.3
6.4
6.3
5.6
4.9
15.4
14
12.1
10.5
10.6
10.2
9.7
8.9
14.1
14
13.4
18.8
17.3
16.1
14.7
14.4
14.2
13.6
12.9
18.8
18.1
17.6
23
21.4
20
19.1
18.5
18.2
17.6
16.9
22.9
22.3
21.7
BACK
WATER
SEKAT 1
SEKAT 2
HULU - PINTU
AIR
JARAK
TINGGI
793
217
4.5
3.5
yo
yi
jarak
LONCAT 1
LONCA
T2
500
110
7.9
7.6
7.9
7.6
1.8
1.8.1
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1.8.2
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kemiringan dasar saluran
h1
h2
L1-2
so
1.8.3
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1.8.4
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1.8.5
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1.8.6
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x (cm)
Y
1000
900
800
700
600
500
400
300
200
100
0
1.8
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
jenis aliran yang terjadi di saluran sekat 0
B
A
V
Fr
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
35.1
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
10.05370053
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.239252
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
jenis aliran yang terjadi di saluran sekat 1
jenis aliran
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
x (cm)
Y
B
A
V
Fr
jenis aliran
1000
900
800
700
600
500
400
300
200
100
0
1.8
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
35.1
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
10.05370053
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.239252
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
x (cm)
Y
1000
900
800
700
600
500
400
300
200
100
0
1.8
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
x (cm)
Y
1000
900
800
700
600
500
400
300
200
100
0
1.8
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
x (cm)
Y
1000
1.8
jenis aliran yang terjadi di saluran sekat 2
B
A
V
Fr
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
35.1
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
10.05370053
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.239252
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
jenis aliran yang terjadi di saluran sekat 3
B
A
V
Fr
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
35.1
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
10.05370053
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.239252
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
jenis aliran yang terjadi di saluran sekat 4
B
A
V
Fr
19.5
35.1
10.05370053
0.239252
jenis aliran
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
jenis aliran
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
jenis aliran
sub
900
800
700
600
500
400
300
200
100
0
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
x (cm)
Y
1000
900
800
700
600
500
400
300
200
100
0
1.8
2
2.3
2.8
3.3
2.5
3.3
3.3
3.3
3.4
3.8
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
jenis aliran yang terjadi di saluran sekat 5
B
A
V
Fr
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
35.1
39
44.85
54.6
64.35
48.75
64.35
64.35
64.35
66.3
74.1
10.05370053
9.048330478
7.868113459
6.463093199
5.483836654
7.238664383
5.483836654
5.483836654
5.483836654
5.32254734
4.762279199
0.239252
0.204277
0.165643
0.123318
0.096381
0.146169
0.096381
0.096381
0.096381
0.092161
0.077999
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
jenis aliran
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
sub
1.8.7
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x
Elevasi
B
A
V
19.5
19.5
19.5
19.5
87.75
68.25
261.3
343.2
423.1
5
4.021480213
5.170474559
1.350497086
1.028219373
sekat 1
sekat 2
peralihan
tenggelam 1
793
217
0
0
4.5
3.5
13.4
17.6
tenggelam 2
0
21.7
Fr
0.0605264
46
0.0882392
65
0.0117789
55
0.0078251
91
0.0057157
65
19.5
0.83394751
Y1
L hitung
dE
0.032732957
26.80360226
7.582007
0.05367988
20.67792072
4.58581
0.003717302
80.37769619
67.23442
0.002155159
105.587069
115.9865
0.001417784
130.1914933
176.32