hasil pratikum kelompok 6

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PENGUKU Data Alat Tipe Peluap : segitiga sudut takikan : 90 derajat tinggi datum (h0) : 125 mm tinggi saluran : 165 mm lebar saluran : 250 mm No h head (H) volume waktu Debit (Q) = h- h0 (V) (t) = V/t (mm) (mm) (liter) (detik) (liter/detik) 1 140 15 2 35 0.05714 3 52 0.05769 2 143.8 18.8 3 31 0.09677 4 41 0.09756 3 146 21 4 32 0.12500 5 37 0.13514 4 150.2 25.2 4 24 0.16667 6 31 0.19355 5 155.3 30.3 5 14 0.35714 6 20 0.30000 15 0.057418 18.8 0.097168 21 0.130068 25.2 0.180108 30.3 0.328571 ALIRAN MELALUI PELUAP SEGITIGA (TRIANGULAR WEIR Tabel Perhitungan No head (H) Q nyata Q Teori Log Q Log H 1 0.015 5.7417582E-05 6.507E-05 -4.24096 -1.82391 2 0.0188 9.7167585E-05 1.144E-04 -4.01248 -1.72584 3 0.021 0.00013006757 1.509E-04 -3.88583 -1.67778 4 0.0252 0.00018010753 2.380E-04 -3.74447 -1.59860 5 0.0303 0.00032857143 3.773E-04 -3.48337 -1.51856

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praktik 1PENGUKURAN TINGGI MUKA AIR DAN DEBIT ALIRAN Data Alat Dikerjakan Tipe Peluap :segitigatanggal:sudut takikan :90derajatnama :tinggi datum (h0):125mmNIM:tinggi saluran :165mmKelompok:lebar saluran :250mmOffering:B

Nohhead (H)volumewaktuDebit (Q)Debit rata-rata (Q)= h- h0(V)(t)= V/t= (Q1 + Q2 ) / 2(mm)(mm)(liter)(detik)(liter/detik)(liter/detik)1140152350.057140.0574183520.057692143.818.83310.096770.0971684410.097563146214320.125000.1300685370.135144150.225.24240.166670.1801086310.193555155.330.35140.357140.3285716200.30000150.05741818.80.097168210.13006825.20.18010830.30.328571ALIRAN MELALUI PELUAP SEGITIGA (TRIANGULAR WEIR / Vee NOTCH)Tabel Perhitungan Nohead (H)Q nyata Q TeoriLog QLog HH^5/2Cd

10.0150.00005741766.507E-05-4.2409550975-1.823912.756E-050.8824520.01880.00009716761.144E-04-4.012478593-1.725844.846E-050.8491830.0210.00013006761.509E-04-3.8858309816-1.677786.391E-050.8619740.02520.00018010752.380E-04-3.7444681372-1.598601.008E-040.7566750.03030.00032857143.773E-04-3.483370204-1.518561.598E-040.87076Cd rata - rata = 0.844218Persamaan Debit : Q =

praktik 2PENGUKURAN TINGGI MUKA AIR DAN DEBIT ALIRAN Data Alat Dikerjakan Tipe Peluap :PERSEGItanggal:lebar takikan :30mmnama :tinggi datum (h0):82mmNIM:tinggi saluran :165mmKelompok:lebar saluran :250mmOffering:B

Noh (mm)head (H)volumewaktuDebit (Q)Debit rata-rata (Q)= h- h0(V)(t)= V/t= (Q1 + Q2 ) / 2(mm)(liter)(detik)(liter/detik)(liter/detik)192.510.55530.094340.0919466670.089552111.529.56190.315790.3178958250.320003125.543.57120.583330.5729179160.562504141598110.727270.74825210130.76923515775991.000001.00000011111.0000010.50.1054329.50.31789543.50.572917590.748252751ALIRAN MELALUI PELUAP PERSEGI (RECTANGULAR WEIR)Tabel Perhitungan Nohead (H)Q nyata Q TeoriLog QLog HH^3/2Cd(m)(m3/detik)10.01050.00009194590.0000952669-4.0364674867-1.978811.076E-030.9651420.02950.00031789470.0004486328-3.4977166623-1.530185.067E-030.7085930.04350.00057291670.0008033262-3.2419085435-1.361519.073E-030.7131840.0590.00074825170.0012689253-3.1259522598-1.229151.433E-020.5896750.0750.0010.0018186533-3-1.124942.054E-020.54986Cd rata - rata = 0.70529Persamaan Debit : Q =

praktik 3