hitungan exel ambang tipis
DESCRIPTION
ambang tipisTRANSCRIPT
![Page 1: hitungan exel Ambang Tipis](https://reader036.vdokumen.com/reader036/viewer/2022082401/5695d12d1a28ab9b029575c4/html5/thumbnails/1.jpg)
Percobaan ho (cm) h1 (cm) Rata rata h (cm)
I 10.74
19.52
19.604
17.735
Perhitungan 19.41 Diket19.54 P B b Ho19.92 0.60 1.74 0.508 10.7419.63
II 10.74
18.31
18.286
0.29218.2918.43 19.604 cm18.22 Ho 10.74 cm18.18 H 8.864 cm 0.08864
III 10.74
16.85
16.814
Ct 0.592316.82 Qt
16.76 1 0.66666667 4.429447 0.59232 0.50816.75 2 0.66666667 4.429447 0.59227 0.50816.89 3 0.66666667 4.429447 0.59222 0.508
IV 10.74
16.19
16.234
4 0.66666667 4.429447 0.59220 0.50816.2916.2416.2816.17
H1 Ho H p B bb/B H/p Ct
Qt
(cm) (cm) (m) (m) (m) (m) (m^3/dt)
19.604
10.74
0.0886
0.60 1.74 0.508 0.2920
0.1477 0.59232 0.023418.286 0.0755 0.1258 0.59227 0.018416.814 0.0607 0.1012 0.59222 0.013316.234 0.0549 0.0916 0.59220 0.0114
Hubungan CT dan H/p0.59232 0.14770.59227 0.12580.59222 0.10120.59220 0.0916
H1 rata-rata
𝑏/𝐵 = 0,508/1,74 =
0.59232 0.59227 0.59222 0.592200.0000
0.0200
0.0400
0.0600
0.0800
0.1000
0.1200
0.1400
0.1600
Hubungan CT dan H/p
Ct
H/p
0.0234 0.0184 0.0133 0.01140.0000
0.0200
0.0400
0.0600
0.0800
0.1000
0.1200
0.1400
0.1600
Hubungan H dan Qt
Qt (m³/dt)
H (m
)
![Page 2: hitungan exel Ambang Tipis](https://reader036.vdokumen.com/reader036/viewer/2022082401/5695d12d1a28ab9b029575c4/html5/thumbnails/2.jpg)
Hubungan H dan Qt0.0234 0.14770.0184 0.12580.0133 0.10120.0114 0.0916
PecobaanQ ParshallQambang tipis
Cp H(m^3/dt)
I 0.0243 0.0234 0.9658 0.0886II 0.0180 0.0184 1.0230 0.0755III 0.0134 0.0133 0.9917 0.0607IV 0.0108 0.0114 1.0563 0.0549
1Ha 0.91 ftw 3'' Q 0.992 cm³/det
0.992 0.864245 0.857331 0.02428 0.02427962 24279.62
2Ha 0.75 ftw 3'' cm³/det
0.992 0.640796 0.63567 0.018002 0.01800216 18002.16
3Ha 0.62 ftw 3''
0.992 0.477342 0.473524 0.01341 0.01341019 13410.19
4Ha 0.54 ftw 3''
0.992 0.38549 0.382406 0.01083 0.01082974 10829.74
Cpercobaan (Cp) =
Qparshall
total (ft³/dt)
Ha¹’⁵⁴⁷ m³/detQparshall
total (ft³/dt) m³/detQparshall
Qparshall
Qparshall
0.0234 0.0184 0.0133 0.01140.0000
0.0200
0.0400
0.0600
0.0800
0.1000
0.1200
0.1400
0.1600
Hubungan H dan Qt
Qt (m³/dt)
H (m
)
9658.00,0243
0.0234
Qparshall
Qt
![Page 3: hitungan exel Ambang Tipis](https://reader036.vdokumen.com/reader036/viewer/2022082401/5695d12d1a28ab9b029575c4/html5/thumbnails/3.jpg)
Pecobaan HP
H/p Cp Ct(m)
I 0.0886
0.60
0.1477 0.9658 0.59232II 0.0755 0.1258 1.0230 0.59227III 0.0607 0.1012 0.9917 0.59222IV 0.0549 0.0916 1.0563 0.59220
Grafik Hubungan H/p Dengan Cp0.1477 0.96580.1258 1.02300.1012 0.99170.0916 1.0563
Perc.H Qt
(m) (m³/dtI 0.0886 0.0234II 0.0755 0.0184III 0.0607 0.0133IV 0.0549 0.0114
0.1477 0.1258 0.1012 0.09160.9200
0.9400
0.9600
0.9800
1.0000
1.0200
1.0400
1.0600
1.0800
Grafik Hubungan H/p Dengan Cp
H/p
Cp
![Page 4: hitungan exel Ambang Tipis](https://reader036.vdokumen.com/reader036/viewer/2022082401/5695d12d1a28ab9b029575c4/html5/thumbnails/4.jpg)
m
0.0264 0.02340.0207 0.01840.0150 0.01330.0129 0.0114
total (m³/dt)
0.59232 0.59227 0.59222 0.592200.0000
0.0200
0.0400
0.0600
0.0800
0.1000
0.1200
0.1400
0.1600
Hubungan CT dan H/p
Ct
H/p
0.0234 0.0184 0.0133 0.01140.0000
0.0200
0.0400
0.0600
0.0800
0.1000
0.1200
0.1400
0.1600
Hubungan H dan Qt
Qt (m³/dt)
H (m
)
![Page 5: hitungan exel Ambang Tipis](https://reader036.vdokumen.com/reader036/viewer/2022082401/5695d12d1a28ab9b029575c4/html5/thumbnails/5.jpg)
0.0234 0.0184 0.0133 0.01140.0000
0.0200
0.0400
0.0600
0.0800
0.1000
0.1200
0.1400
0.1600
Hubungan H dan Qt
Qt (m³/dt)
H (m
)
9658.00,0243
0.0234
Qparshall
Qt
![Page 6: hitungan exel Ambang Tipis](https://reader036.vdokumen.com/reader036/viewer/2022082401/5695d12d1a28ab9b029575c4/html5/thumbnails/6.jpg)
0.1477 0.1258 0.1012 0.09160.9200
0.9400
0.9600
0.9800
1.0000
1.0200
1.0400
1.0600
1.0800
Grafik Hubungan H/p Dengan Cp
H/p
Cp