Page 25 - NUZUL_Buku Kerja Pengujian Hidrolika_Denny Yatmadi, Nuzul Barkah Prihutomo & Wahyuni Susilowati
P. 25

Pengujian Hidrolika                                                           II. Venturimeter







               Persamaan Bernoulli pada irisan A, B, dan n adalah :

                            V  2   P         V  2   P          Vn  2   Pn
                       Z +    1  +  1  =  Z +  2  +   2  =  Zn +     +
                         1   2g    γ      2   2g     γ          2g     γ   .................................. (1)

               Karena garis datum diambil melalui sumbu pipa mendatar, maka :
                       Z =  Z =  Z =  Zn  ..................................................................................................... (2)
                             1    2

                       V   2    P      V   2     P           2
                          1  +    1  =    2   +   2  =  Vn     +  Pn
                        2g      γ       2g       γ        2g      γ     ......................................... (3)


               Persamaan Kontinuitas :
                       Q =   Q =    Q =     Q  ....................................................................... (4)
                                               n
                                       2
                                1
               Maka :
                       A1    .    V1  =   A2    .    V2  =   An    .  Vn  ............................................................................ (5)

                              An     . Vn              An   2    .    Vn 2
                                                  2
                       V  1   =           →   V  1 =
                                  A 1                       A 1 2      .......................................... (6)


               Persamaan (6) disubsitusikan ke persamaan (3)
                       An  2    .    Vn 2  +  P1  =  Vn 2  +  Pn

                            2           γ       2g      γ    ............................................................... (7)
                         A1      .    2g

                       P1 −  Pn   =  Vn  2  −  An 2    .    Vn 2
                           γ          2g       A1  2    .    2g   ................................................................ (8)


                P1  − Pn  = h
                   γ           → Perbedaan tinggi tekanan antara irisan 1 dan n

               Maka :

                            Vn  2    An  2    .    Vn 2
                         h =       −                ................................................................................. (9)
                              2g       A1 2    .    2g



                            Vn  2      An  2     Vn  2    A 1 2  − An 2  
                                   
                                              
                                                                         
                                                         
                       h  =         1 −         =
                             2g         A  2      2g         A  2        .............................. (10)
                                          1                    1      
                                                 2
                       A1 2    .    2g ⋅ h  =  Vn 2   (A1 −  An 2 )  ........................................................... (11)

                       Jurusan Teknik Sipil
                       Politeknik Negeri Jakarta                                                      14
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