model calcul canalizare

5
1.04 1.15 N qs Qnzm ks kp Qnz 1100.00 120.00 1.53 132.00 1.04 1.15 1.99 171.60 10.000 Vi Qic Te Vcons Vri Qri(m3/h)Qri(l/s) Qsurs(m3/zi) 54.00 5.00 3.00 51.72 105.72 4.40 1.22 599.93 Vav Vrez2 41.05 143.66 Canalizare 171.60 1.99 20.59 0.24 1.83 0.51 c3*86,4*e3* Nr zona iferentiere localitati in functie de dotar qs k zi* 1 Apa distrib prin cismele stradale fara ca 50 1,5-2 2 Apa distrib prin cismele in curti fara ca50-60 1,4-1,8 3 Zone cu inst inter, prep individ apa cald100-120 1,3-1,4 4 Zone cu inst inter, prep centralizata apa150-180 1,2-1,35 k o ** <10000 loc 2-3 15000 1,3-2 25000 1,3-1,5 50000 1,25-1,40 1.025302 1061 1087.8 Qnzmed Qnzmax Q uz zi med 1 Q uz zi med 2 Q uz zi max 1 Q uz zi max 2 Q uz o zi max1 Q uz o zi max 2

Upload: matei-costinel

Post on 28-Nov-2015

54 views

Category:

Documents


19 download

DESCRIPTION

bun

TRANSCRIPT

Page 1: Model Calcul Canalizare

1.04 1.15 1.2N qs Qnzm ks kp Qnz k zi*

1100.00 120.00 1.53 132.00 1.04 1.15 1.99 171.60 1.3010.000

Vi Qic Te Vcons Vri Qri(m3/h) Qri(l/s) Qsurs(m3/zi) Qsurs(l/s)54.00 5.00 3.00 51.72 105.72 4.40 1.22 599.93 6.94

Vav Vrez241.05 143.66

Canalizare

171.60 1.99 20.59 0.24 1.83 0.51

c3*86,4*e3*f3

Nr zona Diferentiere localitati in functie de dotari qs k zi*

1 Apa distrib prin cismele stradale fara canalizare 50 1,5-2

2 Apa distrib prin cismele in curti fara canalizare 50-60 1,4-1,8

3 Zone cu inst inter, prep individ apa calda 100-120 1,3-1,4

4 Zone cu inst inter, prep centralizata apa calda 150-180 1,2-1,35

k o ** <10000 loc 2-315000 1,3-225000 1,3-1,550000 1,25-1,40

1.0253023 1061 1087.8

Qnzmed Qnzmax

Q uz zi med 1

Q uz zi med 2

Q uz zi max 1

Q uz zi max 2

Q uz o zi

max1

Q uz o zi max 2

D7
Elena: val fixa estimata la 3 ore
Page 2: Model Calcul Canalizare

2.88Qorm ko** Qs Qs Qszm Qszm Qsorm Qsorm QICnz

5.72 20.59 2.88 157.87 1.83 205.23 2.375 24.63 6.84 269.820.21 20a2 Vcomp(m3/zi) Vrez1(m3) Qmin Tav a3 Nr inc

0.50 102.62 156.62 5.13 8.00 0.7 10,4-1 80-60% Aug-16

k6+e6

0.002 4

Qormax

Page 3: Model Calcul Canalizare

QIC Q'IC Q'IC QIIC QII(V)3.12 259.44 3.00 44.38 37.28

Page 4: Model Calcul Canalizare

18831 1886.7662 1890.543 1894.3214 1898.1095 1901.9056 1905.7097 1909.5218 1913.349 1917.166

10 1921.00111 1924.84312 1928.69213 1932.5514 1936.41515 1940.28816 1944.16817 1948.05718 1951.95319 1955.85720 1959.76821 1963.68822 1967.61523 1971.55124 1975.49425 1979.445

Page 5: Model Calcul Canalizare

1 25 30 0.750 0.009

2 3 30 0.090 0.001

3 4 40 0.160 0.002

4 18 20 0.360 0.004

5 10 30 0.300 0.003

6 22 30 0.660 0.008

7 5 30 0.150 0.002

8 20 20 0.400 0.005

9 8 30 0.240 0.003

10 15 400 6.000 0.069

11 5 30 0.150 0.002

12 3 30 0.090 0.001

13 3 30 0.090 0.001

14 2 30 0.060 0.001

15 2 30 0.060 0.001

16 20 30 0.600 0.007

17 2 30 0.060 0.001

18 25 30 0.750 0.009

19 3 30 0.090 0.001

20 2 30 0.060 0.001

21 4 40 0.160 0.002

22 18 20 0.360 0.00411.640 0.135