Aguas Residuales

Cálculos de Aguas Residuales
QMDT = 5.23 L/S
NO de Viviendas = 350 viv.

Caudal Máximo horario:
Qmaxh = k2 x QMD
Qmaxh = 2.4 X 5.23
Qmaxh = 12.55 L/S

Caudal de Diseño:
QDISEÑO =F[0.80XQmaxh+QINFLITRACION]
QDISEÑO = 2[0.80X12.55]
QDISEÑO = 20.08 L/S

Caudal Unitario:
QUNITARIO=QDISEÑONoVIVIENDAS
QUNITARIO=20.08 LS350 viv.
QUNITARIO = 0.057 L/S/VIV.

Calculando el Caudal paraCada Tramo:
TRAMO 1-2
Q1-2 = QUNIT x NO de vivienda
Q1-2 = 0.057X20
Q1-2 = 1.14 L/S

TRAMO 2-3
Q2-3 = 0.057X21
Q2-3 = 1.20 L/S

TRAMO 3-4
Q3-4 = 0.057X21
Q3-4 = 1.20 L/S

TRAMO 4-5Q4-5 = 0.057X17
Q3-4 = 0.97 L/S

TRAMO 5-6
Q3-4 = 0.057X1
Q3-4 = 0.057 L/S

TRAMO 7-6
Q7-6 = 0.057X4
Q7-6 = 0.23 L/S

TRAMO 6-8
Q6-8 = Acumulado

TRAMO 8-9
Q8-9 = 0.057X4
Q8-9 = 0.23 L/STRAMO 10-9
Q10-9 = 0.057X7
Q10-9 = 0.40 L/S

TRAMO 9-11
Q9-11 = 0.057X5
Q9-11 = 0.29 L/S

TRAMO 12-11
Q12-11 = 0.057X5
Q12-11 = 0.29 L/S

TRAMO 11-13
Q11-13 = 0.057X10
Q11-13 = 0.57L/S

TRAMO 13-14
Q13-14 = 0.057X5
Q13-14 = 0.29 L/S

TRAMO 15-16
Q15-16 = 0.057X20
Q15-16 = 1.14 L/S

TRAMO 16-17
Q16-17 = 0.057X20
Q16-17 = 1.14 L/S

TRAMO 17-18
Q17-18 = 0.057X20Q17-18 = 1.14 L/S

TRAMO 18-19
Q18-19 = 0.057X20
Q18-19 = 1.14 L/S

TRAMO 19-20
Q19-20 = 0.057X20
Q19-20 = 1.14 L/S

TRAMO 20-21
Q20-21 = 0.057X20
Q3-4 = 1.14 L/S

TRAMO 21-22
Q3-4 =0.057X15
Q3-4 = 0.86 L/S

TRAMO 23-24
Q23-24 = 0.057X10
Q23-24 = 0.57 L/S

TRAMO 24-25
Q24-25 = 0.057X10
Q24-25 = 0.57 L/S

TRAMO 25-26
Q25-26 = 0.057X11
Q25-26 = 0.63 L/S

TRAMO 27-26
Q3-4= 0.057X6
Q3-4 = 0.34 L/S

TRAMO 26-28
Q26-28 = 0.057X4
Q26-28 = 0.23 L/S

TRAMO 29-28
Q29-28 = 0.057X12
Q29-28 = 0.68 L/S

TRAMO 28-30
Q28-30 = 0.057X5
Q28-30 = 0.29 L/S

TRAMO 31-30Q31-30 = 0.057X6
Q31-30 = 0.34 L/S

TRAMO 30-32
Q30-32 = 0.057X20
Q30-32 = 1.14 L/S

TRAMO 32-33
Q32-33 = 0.057X11
Q32-33 = 0.63 L/S

Calculando Caudal a Tubo lleno:

QLL= 1N RH2/3...