centralizator debite sectiune neamenajata

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Simbol Denumire U.M. Formula de A Aria secţiunii de calcul [Mp] P Perimetrul udat al secţiunii de [Ml] R Raza hidraulică [M] R = A/P C Coeficientul lui Chezy C = 1/n R Y V Viteza [M/s] V=c√Ri Q Debit [M 3 /s] Q = V * A Determinarea caracteristicilor de curgere a apelor Profil transversal nr. 1 CT=93.46 I=0.00567% Secţiune neamenajată Nivel A(m 2 ) P(m) R C V(m/s) Q(m 3 /s) 95.66 22.23 36.62 0.60 23.08 1.35 30.10 96.50 121.94 188.25 0.64 23.27 1.40 170.71 97.50 299.74 218.49 1.37 26.29 2.31 694.77 98.50 481.04 238.80 2.01 27.95 2.98 1433.49 99.50 678.31 254.48 2.66 29.23 3.58 2428.34 100.53 881.74 272.64 3.23 30.15 4.06 3579.86 Profil transversal nr.2 CT=93.60 I=0.00567% Secţiune neamenajată Nivel A(m 2 ) P(m) R C V(m/s) Q(m 3 /s) 94.50 5.40 15.90 0.33 20.93 0.91 4.95 95.50 25.80 38.25 0.67 23.44 1.44 37.15 96.50 122.10 147.75 0.82 24.21 1.65 201.56 97.50 281.20 183.40 1.53 26.76 2.49 700.87 98.50 452.75 206.25 2.19 28.34 3.15 1429.78 99.50 629.20 211.90 2.96 29.74 3.85 2424.19 100.14 750.45 229.80 3.26 30.20 4.10 3081.26

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tabel debite hidraulica

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SimbolDenumireU.M.Formula de calcul

AAria seciunii de calcul[Mp]

PPerimetrul udat al seciunii de calcul[Ml]

RRaza hidraulic[M]R = A/P

CCoeficientul lui ChezyC = 1/n RY

VViteza[M/s]V=cRi

QDebit[M3/s]Q = V*A

Determinarea caracteristicilor de curgere a apelorProfil transversal nr. 1CT=93.46 I=0.00567%Seciuneneamenajat

NivelA(m2)P(m)RCV(m/s)Q(m3/s)

95.6622.2336.620.6023.081.3530.10

96.50121.94188.250.6423.271.40170.71

97.50299.74218.491.3726.292.31694.77

98.50481.04238.802.0127.952.981433.49

99.50678.31254.482.6629.233.582428.34

100.53881.74272.643.2330.154.063579.86

Profil transversal nr.2CT=93.60 I=0.00567%

Seciuneneamenajat

NivelA(m2)P(m)RCV(m/s)Q(m3/s)

94.50

5.4015.900.3320.930.914.95

95.5025.8038.250.6723.441.4437.15

96.50122.10147.750.8224.211.65201.56

97.50281.20183.401.5326.762.49700.87

98.50452.75206.252.1928.343.151429.78

99.50629.20211.902.9629.743.852424.19

100.14750.45229.803.2630.204.103081.26

Profil transversal nr.3CT=95.48 I=0.00567%

Profil transversal nr.4CT= 95.30 I=0.00567%

Seciuneneamenajat

NivelA(m2)P(m)RCV(m/s)Q(m3/s)

96.5061.20103.600.5922.981.3381.39

97.50105.501200.8724.491.72182.41

98.50302.75163.451.8527.592.82856.04

99.50463.75186.952.4828.913.421590.09

100.21533.15196.502.7129.323.631939.46

Seciuneneamenajat

NivelA(m2)P(m)RCV(m/s)Q(m3/s)

96.5056.80121.650.4622.071.1263.61

97.50184.90146.001.2826.002.21409.54

98.50347.90181.001.9227.752.891005.43

99.50525.55194.652.6929.283.611897.23

100.21653.30204.103.2030.114.052649.65

Profil transversal nr.5CT= 94.02 I=0.00567%

Seciuneneamenajat

NivelA(m2)P(m)RCV(m/s)Q(m3/s)

95.008.0019.650.4021.651.048.32

96.0099.25159.950.6223.161.37136.35

97.00337.8175.801.9227.752.89978.57

98.00422.15188.802.2328.433.201351.59

100.20591.50200.102.9529.733.842276.94

100.25811.55222.053.6530.764.423593.66

Profil transversal nr.6CT= 94.38 I=0.00567%

Seciuneneamenajat

NivelA(m2)P(m)RCV(m/s)Q(m3/s)

95.2911.4026.950.4221.781.0612.16

96.29129.90177.600.7323.781.53198.92

97.29311.25193.601.6026.972.57801.55

98.29499.85211.502.3628.683.321659.97

99.29701.30227.903.0729.923.952772.17

100.02856.00239.703.5730.644.363732.99