TRABALHO DE SANEAMENTO BASICO

Q  Domestica inico de plano = (C.qe.k1.pi)/86400

Qdi = 2,78 l/s

Q  Domestica fim de plano = (C.qe.k1.k2pi)/86400

Qdf = (0,8.2,00.1,2.1,5) / 86400

Qdf = 5 l/s

Taxa de contribuição linear (Qdi/l total)+Txqi

Tcl = (2,78/544) + 0,0005

Tcl =0,0056 l/s.m

L total = 80+0,5+70+92+70+87+50

L total = 544 m

Txf= (Qdf/ltotal ) + Txinf

Txf= (5/544) + 0,0005

Txf =0,00969 l/s.m

Trecho 1.1

 Qmt inicial= 0

Qmt final= 0

Controle de trecho

Qt1.1 = Tx1.ltrecho

Qt1.1 =0,00561.70

Qt1.1 i= 0,394 s/l

Qt 1.1 f = Txf . L trecho

Qt 1.1 f = 0,00969.70

Qt 1.1f=0,68 s/l

Qt1.2 = Tx1.ltrecho

Qt1.2 =0,00561.92

Qt1.2 i= 0,52 s/l

Qt 1.2 f = Txf . L trecho

Qt 1.2 f = 0,00969.92

Qt 1.2f=0,89 s/l

Qt1.3 = Tx1.ltrecho

Qt1.3 =0,00561.50

Qt1.3 i= 0,28 s/l

Qt 1.3 f = Txf . L trecho

Qt 1.3 f = 0,00969.50

Qt 1.3f=0,48 s/l

Qt 2.1 = Tx1.ltrecho

Qt 2.1 =0,00561.80

Qt2.1 i= 0,45 s/l

Qt 2.1 f = Txf . L trecho

Qt 2.1 f = 0,00969.80

Qt 2.1f=0,47 s/l

Qt3.1 = Tx1.ltrecho

Qt3.1 =0,00561.70

Qt3.1i= 0,394 s/l

Qt 3.1 f = Txf . L trecho

Qt 3.1 f = 0,00969.70

Qt 3.1f=0,68 s/l

Qt4.1 = Tx1.ltrecho

Qt4.1 =0,00561.87

Qt1.4 i= 0,47 s/l

Qt 4.1 f = Txf . L trecho

Qt 4.1 f = 0,00969.87

Qt 4.1f=0,84 s/l

 

Qjt1.1 i = Qmt1.1 i + QT1.1 i

Qjt1.1 i =0 + 0,39

Qjt1.1 i = 0,39 l/s

Qjt1.1 f  = Qmt1.1 f + QT1.1 f

Qjt1.1 f =0 + 0,68

Qjt1.1 f = 0,68 l/s

Qjt1.2 i = Qmt1.2 i + QT1.2 i

Qjt1.2 i =1,37 + 0,52

Qjt1.2 i = 0,1,89 l/s

Qjt1.2 f  = Qmt1.2 f + QT1.2 f

Qjt1.2 f =2,37 + 0,89

Qjt1.2 f = 3,26 l/s

Qjt1.3 i = Qmt1.3 i + QT1.3 i

Qjt1.3 i =2,77 + 0,28

Qjt1.3 i = 3,05 l/s

Qjt1.3 f  = Qmt1.3 f + QT1.3 f

Qjt1.3 f =4,78 + 0,48

Qjt1.3 f = 5,26 l/s

Qjt2.1 i = Qmt2.1 i + QT2.1 i

Qjt2.1 i =0 + 0,45

Qjt2.1 i = 0,45 l/s

Qjt2.1 f  = Qmt2.1 f + QT2.1 f

Qjt2.1 f =0 + 0,77

Qjt2.1 f = 0,77 l/s

Qjt3.1 i = Qmt3.1 i + QT3.1 i

Qjt3.1 i =0 + 0,39

Qjt3.1 i = 0,39 l/s

Qjt3.1 f  = Qmt3.1 f + QT3.1 f

Qjt3.1 f =0 + 0,68

Qjt3.1 f = 0,68 l/s

Qjt4.1 i = Qmt4.1 i + QT4.1 i

Qjt4.1 i =0 + 0,49

Qjt4.1 i = 0,49 l/s

Qjt4.1 f  = Qmt4.1 f + QT4.1 f

Qjt4.1 f =0 + 0,84

Qjt4.1 f = 0,85l/s

Qjt2.2 i = Qmt2.2 i + QT2.2 i

Qjt2.2i =0,53 + 0,45

Qjt2.2 i = 0,98 l/s

Qjt2.2 f  = Qmt2.2 f + QT2.2 f

Qjt2.2 f =0,92 + 0,77

Qjt2.2 f = 1,69 l/s

Qmt2.2 i= Qjt2.1 i

Qmt2.2 f= Qjt2.1 f

Qmt2.2 i= 0,45 l/s

Qmt2.2 f= 0,77 l/s

Qmt1.2 i= Qjt1.1 i + Qmt2.2 i

Qmt1.2 f= Qjt1.1 f + Qjt2.2 f

Qmt1.2 i= 0,39 + 0,98

Qmt1.2 f= 0,68 + 1,69

Qmt1.2 i= 1,37 l/s

Qmt1.2 f= 2,37 l/s

Qmt1.3 i= Qjt3.1 i + Qjt4.1 i + Qjt1.2 i

Qmt1.3 f= Qjt3.1 f+ Qjt4.1 f + Qjt1.2 f

Qmt1.3 i= 0,39 + 0,49 + 1,89

Qmt1.3 f=  0,68 + 0,84 + 3,26

Qmt1.3 i= 2,77 l/s

Qmt1.3 f=4,78 l/s

Declividade

I=Cti - Ctj) / l trecho

I1.2=(9 – 8,5) / 92

I1.2= 0,0054 m/m

I1.3=(8,5-8) / 50

I1.3= 0,01m/m

I2.1=(10,40-9,30) / 80

I2.1= 0,014m/m

I2.2=(9,30-9) / 95

I2.2= 0,00316

I3.3=(10,40-8,5) / 70

I3.1=0,0271 m/m

I4.1=(10,20-8,5) / 87

I4.1= 0,0195m/m

Iminimot1.1= 0,0055.q^-0,47

Iminimot1.1= 0,0055.1,5^-0,47

Iminimot1.1=0,0045m/m

Iminimot4.1= 0,0055.1,5^-0,47

Iminimot4.1=0,0045m/m

Iminimot3.1= 0,0055.1,5^-0,47

Iminimot3.1=0,0045m/m

Iminimot1.2= 0,0055.189^-0,47

Iminimot1.2= 0,0041m/m

Iminimot1.3= 0,0055.3,05^-0,47

Iminimot1.3=0,0033m/m

Iminimot2.2= 0,0055.1,5^-0,47

Iminimot2.2=0,0045m/m

Cota coletor

Trecho 2.1

CCM=CTM-PM

CCM=10,40-1,05

CCM=9,35m