centralizator debite sectiune neamenajata

Post on 26-Sep-2015

223 Views

Category:

Documents

4 Downloads

Preview:

Click to see full reader

DESCRIPTION

tabel debite hidraulica

TRANSCRIPT

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

top related