model calcul canalizare
DESCRIPTION
bunTRANSCRIPT
![Page 1: Model Calcul Canalizare](https://reader030.vdocuments.net/reader030/viewer/2022012315/55cf9a05550346d033a0247c/html5/thumbnails/1.jpg)
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
![Page 2: Model Calcul Canalizare](https://reader030.vdocuments.net/reader030/viewer/2022012315/55cf9a05550346d033a0247c/html5/thumbnails/2.jpg)
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](https://reader030.vdocuments.net/reader030/viewer/2022012315/55cf9a05550346d033a0247c/html5/thumbnails/3.jpg)
QIC Q'IC Q'IC QIIC QII(V)3.12 259.44 3.00 44.38 37.28
![Page 4: Model Calcul Canalizare](https://reader030.vdocuments.net/reader030/viewer/2022012315/55cf9a05550346d033a0247c/html5/thumbnails/4.jpg)
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
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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