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Perhitungan praktikum hidrolika tenik sipil

Feb 23, 2018

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    engukuran Debit Dengan Tabung Pilo

    NoH B

    Kedalaman AlatHpitot

    (m) (m) (m)

    1 0.056 0.08

    0.0084

    0.01520.0188

    2 0.052 0.08

    0.0188

    0.0144

    0.0186

    3 0.047 0.08

    0.018

    0.015

    0.0186

    4 0.045 0.08

    0.019

    0.016

    0.02

    5 0.042 0.08

    0.017

    0.0164

    0.0196

    6 0.046 0.081

    0.02

    0.0215

    0.018

    0.6H

    (0.2H+0.8H)/2

    0.6H

    (0.2H+0.8H)/2

    0.6H

    (0.2H+0.8H)/2

    0.6H

    (0.2H+0.8H)/2

    0.6H

    (0.2H+0.8H)/2

    0.6H

    (0.2H+0.8H)/2

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    Keepatan (m/!)

    0.4059655158

    0.00448

    0.0018187255

    0.5460988921 0.5767170275 0.00258369230.6073351628

    0.6073351628

    0.00416

    0.0025265143

    0.53153363020.5678148245 0.0023621097

    0.6040960189

    0.5942726647

    0.00376

    0.0022344652

    0.54249423960.5732951292 0.0021555897

    0.6040960189

    0.6105571226

    0.0036

    0.0021980056

    0.56028564140.593352016 0.0021360673

    0.62641839050.57752922

    0.00336

    0.0019404982

    0.56724597840.5936842735 0.0019947792

    0.6201225685

    0.6264183905

    0.003726

    0.0023340349

    0.64948441090.6218785378 0.0023171194

    0.5942726647

    A(m2) " (m3/!)

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    Pola Aliran

    No B1 (m)(m) (m/det)

    1 0.161 0.08 0.002 0.198091 0.163 0.032

    2 0.162 0.08 0.0008 0.125284 0.1628 0.034

    3 0.145 0.08 0.002 0.198091 0.147 0.0254 0.15 0.08 0.002 0.198091 0.152 0.023

    5 0.157 0.08 0.001 0.140071 0.158 0.03

    6 0.162 0.08 0.001 0.140071 0.163 0.034

    7 0.163 0.08 0.0022 0.207759 0.1652 0.033

    H1(m)#p 1 $1

    %1(m) H2(m)

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    &'od 1(m) (m/det)

    0.08 0.0808 1.259085 0.1128 0.1576220812 Ali'an *'iti!

    0.08 0.0846 1.288352 0.1186 0.099380799 Ali'an *'iti!

    0.08 0.059 1.075909 0.084 0.1660909597 Ali'an *'iti!0.08 0.0552 1.040684 0.0782 0.1632993162 Ali'an *'iti!

    0.08 0.084 1.283776 0.114 0.1128665296 Ali'an *'iti!

    0.08 0.0876 1.310997 0.1216 0.1111111111 Ali'an *'iti!

    0.08 0.0922 1.344977 0.1252 0.1642980981 Ali'an *'iti!

    B2(m)#p 2 $2

    %2(m)

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    &'od 2

    2.2472205054 Ali'an pe' 'iti!

    2.2308004367 Ali'an pe' 'iti!

    2.1725560982 Ali'an pe' 'iti!2.19089023 Ali'an pe' 'iti!

    2.3664319132 Ali'an pe' 'iti!

    2.2700090697 Ali'an pe' 'iti!

    2.3638694524 Ali'an pe' 'iti!

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    Pintu Sorong

    Noa B ,0 ,1 -

    (m) (m) (m) (m) (m/!)

    1 0.02

    0.08

    0.116 0.013 1.422 0.65

    2 0.02 0.138 0.017 1.541 0.85

    3 0.02 0.105 0.016 1.321 0.8

    4 0.02 0.106 0.017 1.321 0.85

    5 0.02 0.105 0.016 1.321 0.8

    6 0.02 0.095 0.016 1.245 0.8

    7 0.02 0.11 0.017 1.351 0.85

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    $ d" &

    (m3/!) (N) (N)

    1 0.65 0.01385

    1 0.85 0.017309

    1 0.8 0.01464

    1 0.85 0.01517

    1 0.8 0.01464

    1 0.8 0.013925

    1 0.85 0.015453

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    No.ini Am*an ()

    (m) (m) (m) (m)

    1 0.121 0.08 0.0276 1.3

    2 0.121 0.08 0.0273 1.3

    3 0.121 0.08 0.029 1.3

    4 0.121 0.08 0.0259 1.3

    5 0.121 0.08 0.0251 1.3

    6 0.121 0.08 0.0229 1.3

    7 0.121 0.08 0.0223 1.3

    e*a'al'an

    (B)

    ini%ne'i(H1)

    ini Ali'anAm*an (#1)

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    e*it (")

    (m3/!)

    0.000813

    0.000800

    0.000876

    0.000739

    0.000705

    0.000614

    0.000590

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    Peluap Segitig

    NoH B a

    (m) (m)

    1 0.04 0.083 90

    2 0.051 0.104 90

    3 0.052 0.107 904 0.054 0.112 90

    5 0.055 0.115 90

    6 0.057 0.116 90

    7 0.058 0.117 90

    ()

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    "

    9.81 0.6 0.000454

    9.81 0.6 0.000833

    9.81 0.6 0.0008749.81 0.6 0.000960

    9.81 0.6 0.001006

    9.81 0.6 0.001099

    9.81 0.6 0.001148

    d(m/!2)

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    Peluap Ambang Lebar

    No,o #1 ,t , *

    (m) (m) (m) (m) (m)

    1 0.1418

    0.1

    0.0418 0.0119 0.027 0.08

    2 0.1409 0.0409 0.0107 0.0268 0.08

    3 0.1389 0.0389 0.0098 0.026 0.08

    4 0.137 0.037 0.0087 0.0241 0.08

    5 0.136 0.036 0.0086 0.024 0.08

    6 0.1359 0.0359 0.009 0.0231 0.08

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    "

    0.98

    0.001142

    0.001106

    0.001026

    0.000951

    0.000913

    0.000909

    (m3/!)

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    Loncatan H

    NoH

    (m) (m) (m) (m) (m) (m/!)

    1 0.018 0.06 0.13 0.0902 0.006 1.330

    2 0.019 0.063 0.1124 0.1186 0.0068 1.525

    3 0.018 0.061 0.124 0.0752 0.0034 1.215

    4 0.018 0.062 0.1188 0.0882 0.0068 1.315

    5 0.019 0.06 0.1235 0.0826 0.004 1.273

    6 0.018 0.059 0.135 0.0882 0.006 1.315

    7 0.018 0.064 0.132 0.0962 0.0036 1.374

    #1 #2 Hpitot 1 Hpitot 2 $1

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    idrolis

    %(m/!)

    0.343 3.166 0.447 0.252 0.0172 1.565

    0.365 3.533 0.465 0.264 0.0178 1.705

    0.258 2.891 0.334 0.258 0.0181 1.456

    0.365 3.130 0.468 0.264 0.0191 1.552

    0.280 2.949 0.365 0.246 0.0151 1.479

    0.343 3.130 0.451 0.246 0.0162 1.552

    0.266 3.269 0.335 0.276 0.0211 1.606

    $2&'1 &'2 #2/#1

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    Pengukuran Air Hujan

    No Ha'i / anal am enamatan

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    iamete' o'on (m) a! o'on (m2) -olme Han (ml)

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    -olme Han (m3) edalaman Han (mm) Kete'anan