QUOTE TERRENO

(1)

B e r a t e r

C o n s u l e n t e

K l i m a H a u s C a s a C l i m a^R

Qo=0.01mc/s V=0.64m/s Qo=0.01mc/s V=0.75m/s Qo=0.03mc/s V=0.94m/s

Qo=0.09mc/s V=1.27m/s Qo=0.09mc/s V=1.28m/s Qo=0.1mc/s V=1.31m/s Qo=0.13mc/s V=1.41m/s Qo=0.29mc/s V=1.7m/s

LIVELLETTE

L=9 I=0.4% DY=0.04 L=1.84 I=0.38% DY=0.01

L=2.67 I=0.41% DY=0.01

L=10.31 I=0.4% DY=0.04

L=12.47 I=0.4% DY=0.05 L=1.82 I=0.38% DY=0.01

L=7.93 I=0.4% DY=0.03L=1.3 I=0.38% DY=0

L=9.65 I=0.4% DY=0.04 L=5.2 I=0.41% DY=0.02

9.00 3.66 8.99 3.77

1.45

1.84 12.47 1.82 13.00

0.66 1.31

1 2 2a 5 5a 6 7 8 9 10 11 11a 12a 13 16 17a 18 18a 23 24 26 26a

PROGRESSIVE

^0.00 ^23.32 ^26.98 ^35.98 ^46.42 ^48.26 ^61.24 ^78.58 ^86.72 ^99.72 ^118.89 ^129.18 ^129.84

44.18 44.18 44.15 44.11 44.04 44.03 44.02 44.02 43.93 43.93 43.91 43.87 43.82 43.75 43.74 43.74 43.70 43.70 43.70 43.70 43.69 43.69 43.67

44.06 43.93 43.90 43.73 43.72 43.70 43.62 43.58 43.53 43.53 43.51 43.42 43.38 43.24 43.20 43.20 43.20 43.06 43.04

QUOTE TERRENO

^44.79 ^44.79 ^44.73 ^44.73 ^44.71 ^44.71 ^44.69 ^44.65 ^44.65 ^44.66 ^44.66 ^44.66 ^44.66 ^44.66 ^44.66 44.66 44.66 44.66 44.68

Tubazione in pvc UNI1401 SN8 DN160mm Tubazione in pvc UNI1401 SN8 DN250mm

Tubazione in pvc UNI1401 SN8 DN315mm

Tubazione in pvc UNI1401 SN8 DN315mm Tubazione in pvc UNI1401 SN8 DN400mm Tubazione in pvc UNI1401 SN8 DN400mm Tubazione in pvc UNI1401 SN8 DN400mm Tubazione in pvc UNI1401 SN8 DN400mm

Fondamentale 40.00 SCALA DISTANZE 1/200

40

CARATTERISTICHE IDRAULICHE

Qo=0.01mc/s V=0.81m/s Qo=0.02mc/s V=0.86m/s Qo=0.02mc/s V=0.9m/s Qo=0.09mc/s V=1.26m/s Qo=0.1mc/s V=1.29m/s Qo=0.1mc/s V=1.3m/s Qo=0.14mc/s V=1.42m/s

L=9 I=0.4% DY=0.04 L=8.98 I=0.4% DY=0.04 L=8.99 I=0.4% DY=0.04

L=8.99 I=0.4% DY=0.04

L=1.45 I=0.41% DY=0.01 L=4.87 I=0.39% DY=0.02L=6.33 I=0.41% DY=0.03 L=13 I=0.4% DY=0.05 L=11.24 I=0.4% DY=0.05 L=0.6 I=0.33% DY=0

L=0.28 I=0.71% DY=0

L=1.31 I=0.38% DY=0

PARZIALI

^9.00 ^5.33 ^5.22 ^2.67 ^10.31 ^4.87 ^6.33 ^11.24 ^6.92 _1.01 _1.30 ^8.99 _0.60 ^5.20

PICCHETTI

3 4 6a 8a 12 13a 14 15 15a 17 19 20 20a 21 22 23a 25 27

9.00 18.00 41.20 44.97 50.93 73.71 84.90 110.96 117.88 120.19 130.44 130.72 132.04 137.24

QUOTE CIELO PROGETTO

^44.22 ^44.13 ^44.11 ^44.08 ^44.08 ^44.06 ^44.04 ^44.03 ^43.98 ^43.98 ^43.88 ^43.88 ^43.82 ^43.78 ^43.78 ^43.74 ^43.70

QUOTE FONDO PROGETTO

^44.02 ^43.88 ^43.86 ^43.80 ^43.76 ^43.76 ^43.74 ^43.73 ^43.71 ^43.58 ^43.48 ^43.48 ^43.47 ^43.42 ^43.28 43.25 43.24 43.24 43.20 43.20 43.19

44.82 44.76 44.74 44.66 44.66 44.66 44.66 44.66 44.66 44.66 44.66 44.66 44.66 44.66 44.64 44.64 44.66 44.66 44.66 44.68 43.00

TUBAZIONI

SCALA ALTEZZE 1/50

Profilo 1

CARATTERISTICHE IDRAULICHE

Qo=0.01mc/s V=0.74m/s Qo=0.03mc/s V=1.09m/s

L=9.04 I=0.6% DY=0.05

PARZIALI

^9.00 ^9.04 ^3.32 ^2.74

PICCHETTI

3a 5 5a 8

PROGRESSIVE

^0.00 ^18.01 ^27.00 ^36.00

QUOTE CIELO PROGETTO

^44.06 ^44.00 ^43.89 ^43.84 ^43.82 ^43.80

QUOTE FONDO PROGETTO

^43.95 ^43.86 ^43.80 ^43.75 ^43.64 ^43.51 ^43.49

QUOTE TERRENO

^44.81 ^44.77 ^44.77 ^44.74 ^44.74 ^44.64 ^44.66 ^44.66

Fondamentale 40.00 Profilo 2

Qo=0.01mc/s V=0.88m/s Qo=0.02mc/s V=0.97m/s Qo=0.02mc/s V=1.04m/s Qo=0.03mc/s V=1.14m/s

LIVELLETTE

L=9 I=0.6% DY=0.05 L=9 I=0.6% DY=0.05 L=8.99 I=0.6% DY=0.05 L=9 I=0.6% DY=0.05 L=6.06 I=0.59% DY=0.04

9.00 9.00 8.99

1 2 2a 3 4 6 6a 7

9.00 45.04 48.36 51.10

44.11 44.06 44.00 43.95 43.89 43.84

43.90 43.70 43.58 43.53 43.53

44.73 44.64 44.66 44.66

TUBAZIONI

SCALA DISTANZE 1/200 SCALA ALTEZZE 1/50 Profilo 2

40

1.10

1

1.30 54.85

QUOTE CIELO PROGETTO

^44.49 ^44.48 ^44.22

QUOTE FONDO PROGETTO

^44.06 ^44.06

45.09 44.94

40

LIVELLETTE

L=63.04 I=0.5% DY=0.32

PARZIALI

^9.29

PICCHETTI

3 4 5

0.00 53.75 64.34

44.22 44.2244.06 44.01

QUOTE TERRENO

^45.09 ^44.94 ^44.94 ^44.92

SCALA DISTANZE 1/200

CARATTERISTICHE IDRAULICHE

Qo=0mc/s V=0.66m/s

L=1.3 I=0.54% DY=0.01

1.30

52.45

2 6

PROGRESSIVE

^55.05

44.17

44.33 44.32

TUBAZIONI

Fondamentale 40.00 SCALA ALTEZZE 1/50 Profilo 3

CARATTERISTICHE IDRAULICHE

LIVELLETTE

L=0.3 I=0.67% DY=0 L=0.71 I=0.57% DY=0

PARZIALI

_0.71 _1.00 ^11.25

1 2 4 4a 5 5a 7 8 9

0.00 0.30 1.01 4.53 74.50 75.21

QUOTE CIELO PROGETTO

^44.41 ^43.92 43.91 43.91 43.89 43.82 43.82

QUOTE FONDO PROGETTO

^43.42

QUOTE TERRENO

^44.92 ^44.66

SCALA ALTEZZE 1/50

40

Qo=0.14mc/s V=1.91m/s

L=3.52 I=0.6% DY=0.02

L=54.98 I=0.9% DY=0.5 L=3.74 I=0.59% DY=0.02 L=11.96 I=0.6% DY=0.07

3.52 54.98 2.74

0.71

PICCHETTI

3 6

PROGRESSIVE

^59.51 ^60.52 ^63.25

44.44 44.44 44.43 44.41

43.94 43.94 43.93 43.91 43.91 43.41 43.41 43.39 43.32 43.32

44.94 44.94 44.93 44.92 44.68 44.68 44.68 44.68 44.68

TUBAZIONI

Tubazione in pvc UNI1401 SN8 DN500mm Tubazione in pvc UNI1401 SN8 DN500mm Tubazione in pvc UNI1401 SN8 DN500mm

Fondamentale 40.00 SCALA DISTANZE 1/200 Profilo 4

4

PROGRESSIVE

^0.48 ^10.31

QUOTE CIELO PROGETTO

^44.20 ^44.20 ^44.10

44.00 43.90

QUOTE TERRENO TUBAZIONI

Profilo 5

CARATTERISTICHE IDRAULICHE

Qo=0.02mc/s V=1.16m/s

LIVELLETTE

L=0.2 I=1% DY=0 L=0.28 I=1.06% DY=0

L=9.82 I=1% DY=0.1

PARZIALI

^9.82

PICCHETTI

1 2 3

0.00 0.2044.20

QUOTE FONDO PROGETTO

^44.00 ^44.00

44.90 44.90 44.90 44.68

Fondamentale 40.00 SCALA DISTANZE 1/200 SCALA ALTEZZE 1/50

40

CARATTERISTICHE IDRAULICHE LIVELLETTE

PARZIALI

^9.31

PICCHETTI

1 7

PROGRESSIVE

^0.00 14.56 14.84 24.83 52.48

44.25 44.19 44.19 44.19 44.15 44.04

44.09

QUOTE TERRENO

44.95 44.95 44.66 44.75

Tubazione in pvc UNI1401 SN8 DN160mm Qo=0mc/s V=0.51m/s

L=0.34 I=0.29% DY=0 L=52.13 I=0.4% DY=0.21

14.21

0.68

27.64

2 3 4 5 6

0.34 15.52

QUOTE CIELO PROGETTO

^44.25

QUOTE FONDO PROGETTO

^44.09 44.03 44.03 44.03 43.99 43.88

44.80 44.80 44.79

TUBAZIONI

Fondamentale 40.00 SCALA DISTANZE 1/200 SCALA ALTEZZE 1/50 Profilo 6

40

Qo=0mc/s V=0.63m/s

L=9.98 I=0.7% DY=0.07

L=10 I=0.7% DY=0.07

L=1.13 I=0.71% DY=0.01

L=8.87 I=0.7% DY=0.06

L=1.4 I=0.71% DY=0.01

PARZIALI

^9.98 ^10.00 ^10.00 ^8.87 _1.40

PICCHETTI

1 4 5 5a6 6a 8

9.98 39.98 49.98

QUOTE CIELO PROGETTO

^44.11 ^44.11 ^44.04 ^43.97 ^43.96 ^43.90 ^43.90 ^43.89

QUOTE FONDO PROGETTO

^44.09 ^43.79 ^43.72 ^43.65

QUOTE TERRENO

^44.95 ^44.95 ^44.95 44.95 44.95 44.95 44.75

TUBAZIONI

Fondamentale 40.00

CARATTERISTICHE IDRAULICHE

Qo=0.02mc/s V=1.13m/s

Qo=0.03mc/s V=1.21m/s

Qo=0.03mc/s V=1.24m/s

LIVELLETTE

L=10 I=0.7% DY=0.07 L=10 I=0.7% DY=0.07

10.00

1.13

2 2a 3 3a 4a 7 7a

PROGRESSIVE

^0.00 ^19.98 ^29.98 ^41.11 ^51.38

44.25 44.18 44.18 44.04 43.97 43.96

44.02 43.98 43.91 43.86 43.79 43.66 43.65 43.59 43.59 43.58

44.95 44.95 44.95 44.95 44.95 44.95 44.95

SCALA DISTANZE 1/200 SCALA ALTEZZE 1/50 Profilo 7

40

Qo=0mc/s V=0.64m/s Qo=0mc/s V=0.73m/s Qo=0.01mc/s V=0.8m/s

LIVELLETTE

L=10 I=0.7% DY=0.07 L=10 I=0.7% DY=0.07 L=10 I=0.7% DY=0.07 L=1.4 I=0.71% DY=0.01

PARZIALI

^10.00 ^10.00 ^10.00 ^10.00 ^23.60 ^1.81 ^2.69 ^8.50

1 3 6 8a 9 10 11

0.00 30.00 50.00

QUOTE CIELO PROGETTO

^44.04 ^44.04 ^43.97 ^43.90 ^43.73 ^43.71 ^43.60

44.09 44.02 43.95 43.88 43.84 43.77 43.70 43.69 43.33 43.31 43.28

QUOTE TERRENO

^44.95 ^44.93 ^44.91 ^44.85 ^44.80 ^44.75 ^44.75 ^44.75

Tubazione in pvc UNI1401 SN8 DN200mm Tubazione in pvc UNI1401 SN8 DN200mm Tubazione in pvc UNI1401 SN8 DN400mm

Fondamentale 40.00 SCALA DISTANZE 1/200 SCALA ALTEZZE 1/50

CARATTERISTICHE IDRAULICHE

Qo=0.01mc/s V=0.85m/s Qo=0.01mc/s V=0.89m/s Qo=0.01mc/s V=0.94m/s Qo=0.05mc/s V=1.49m/s

L=10 I=0.7% DY=0.07 L=10 I=0.7% DY=0.07 L=23.6 I=0.7% DY=0.17 L=13 I=1% DY=0.13

10.00

1.40

PICCHETTI

2 4 4a 5 7 8

PROGRESSIVE

^10.00 ^20.00 ^40.00 ^51.40 ^75.0075.00 ^76.81 ^79.50 ^88.00

44.25 44.18 44.11 43.89 43.73 43.68

QUOTE FONDO PROGETTO

^43.53 ^43.20

44.88 44.88 44.95 44.66 43.00

TUBAZIONI

Profilo 9

40

PICCHETTI

3 6a

5.68 10.46 86.72 120.12

5.40 3.77

1.01

44.72 44.68 44.75 44.79 44.70 43.93

QUOTE FONDO PROGETTO

^43.43 ^43.39

43.97 43.77 43.59 43.42

1 2 6 7 9

0.00 5.40 9.44 77.41 111.57

PARZIALI

^24.85 ^8.55

QUOTE TERRENO

^44.66

43.79 43.77 43.57

QUOTE CIELO PROGETTO

^43.97 ^43.46

LIVELLETTE

L=25.42 I=0.5% DY=0.13

Qo=0.02mc/s V=0.88m/s

SCALA DISTANZE 1/200 SCALA ALTEZZE 1/50

40

4 5 8 10 11

PROGRESSIVE

^25.42 ^49.77

14.96 24.35 27.65 9.31

44.72 44.72 44.75 44.75 44.66

43.82 43.79 43.77 43.69 43.69 43.26 43.03

44.02 43.99 43.99 43.89 43.89 43.63

L=94.7 I=0.5% DY=0.47

TUBAZIONI

CARATTERISTICHE IDRAULICHE

Qo=0.02mc/s V=0.94m/s

Fondamentale 40.00

Profilo 1 nera

43.0643.26 0.00 56.13

44.95 44.95 44.75

44.09 43.82 43.81

44.25 43.98 43.97

Profilo 2

PICCHETTI

1 2 3 4

PROGRESSIVE

^0.48 ^54.45

PARZIALI

^53.97 ^1.67

QUOTE TERRENO

^44.95

QUOTE FONDO PROGETTO

^44.09

QUOTE CIELO PROGETTO

^44.25

LIVELLETTE

L=0.48 I=0.42% DY=0 L=55.65 I=0.5% DY=0.28

TUBAZIONI

CARATTERISTICHE IDRAULICHE

Qo=0.01mc/s V=0.7m/s

Fondamentale 40.00 SCALA DISTANZE 1/200 SCALA ALTEZZE 1/50

Profilo 2 nera

40

PICCHETTI

0.99

44.9544.08

QUOTE CIELO PROGETTO

CARATTERISTICHE IDRAULICHE

Qo=0.02mc/s V=1.14m/s

1

0.00 0.990.28

QUOTE TERRENO

44.0844.24

TUBAZIONI

2 3

PROGRESSIVE

^1.27

PARZIALI

44.95 44.95

QUOTE FONDO PROGETTO

^44.09

44.25 44.24

LIVELLETTE

L=0.99 I=1.01% DY=0.01 L=0.28 I=1.06% DY=0

Fondamentale 40.00 SCALA DISTANZE 1/100 SCALA ALTEZZE 1/50

Profilo 3 nera

40

PICCHETTI

1 2 3 4 5

PROGRESSIVE

^0.00 ^0.50 ^8.89 ^12.64 ^14.49

PARZIALI

_0.50 ^8.39 ^3.74 ^1.85

QUOTE TERRENO

^45.00 ^44.95 ^44.95 ^44.79 ^44.79

QUOTE FONDO PROGETTO

^44.14 ^44.13 ^44.05 ^44.01 ^44.00

QUOTE CIELO PROGETTO

^44.30 ^44.29 ^44.21 ^44.17 ^44.16

LIVELLETTE

L=0.5 I=1.09% DY=0.01 L=13.98 I=1% DY=0.14

TUBAZIONI

CARATTERISTICHE IDRAULICHE

Qo=0mc/s V=0.22m/s

Fondamentale 40.00 SCALA DISTANZE 1/200 SCALA ALTEZZE 1/50

Profilo 4 nera

40

PICCHETTI

51 52 53 54 55 56

PROGRESSIVE

^0.00 ^32.01 ^82.01 ^132.01 ^182.01 ^234.79

PARZIALI

^32.01 ^50.00 ^50.00 ^50.00 ^52.78

QUOTE TERRENO

^43.93 ^44.12 ^43.96 ^44.00 ^43.97 ^44.07

QUOTE FONDO PROGETTO

^43.03 ^42.81 ^42.46 ^42.11 ^41.76 ^41.39

QUOTE CIELO PROGETTO

^43.23 ^43.01 ^42.66 ^42.31 ^41.96 ^41.59

LIVELLETTE

L=234.79 I=0.7% DY=1.64

TUBAZIONI

CARATTERISTICHE IDRAULICHE

Qo=0.02mc/s V=1.08m/s

Fondamentale 40.00 SCALA DISTANZE 1/500 SCALA ALTEZZE 1/50

Profilo 5 nera

40