necesar de frig 69

Localitate: CLUJ-NAPOCA

Calculul aporturilor de caldura prin elemente cu inertie termica

Nr Tip Ora de Orient. L h De scazut S k η

Crt. Element calcul - m m m^2 m^2 W/m^2*K C C C - W/m^2*K W/m^2

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

Sala Discoteca parterPE 16 S 18.0 3.3 0.0 58.5 0.5735 37 41 24.1 0.0091 8 10.0PE 16 E 27.2 3.3 0.0 88.4 0.5735 39 38 24.1 0.0091 8 7.9PE 16 N 18.0 3.3 0.0 58.5 0.5735 39 33 24.1 0.0091 8 4.7PE 16 V 10.4 3.3 0.0 33.7 0.5735 65 38 24.1 0.0091 8 6.0PE* 16 V* 16.8 3.3 0.0 54.7 0.5735 39 33 24.1 0.0091 8 4.7

Casa Scarii parter

PE 16 S 2.9 3.3 1.6 8.0 0.5735 37 41 24.1 0.0091 8 10.0PE 16 V 7.5 3.3 3.2 21.6 0.5735 65 38 24.1 0.0091 8 6.0

Magazie Bar

PE 16 V 7.5 3.3 0.0 24.8 0.5735 65 38 24.1 0.0091 8 6.0

FOYER

PE 16 NE 1.7 3.3 4.8 0.7 0.5735 41 34 24.1 0.0091 8 5.2PE* 16 V* 8.1 3.3 0.0 26.3 0.5735 39 33 24.1 0.0091 8 4.7

WC

PE* 16 V* 3.48 3.3 0.0 3.5 0.4592 39 33 24.1 0.0091 8 3.7PE* 16 V* 3.03 3.3 0.0 3.0 0.4592 39 33 24.1 0.0091 8 3.7PE 16 V 2.86 3.3 1.2 1.7 0.5735 38 65 24.1 0.0091 8 25.4

Sala Discoteca etajPE 16 S 21.4 3.3 0.0 69.6 0.5735 37 41 24.1 0.0091 8 10.0PE 16 E 27.2 3.3 1.6 86.8 0.5735 39 38 24.1 0.0091 8 7.9PE 16 N 21.4 3.3 1.6 68.0 0.5735 39 33 24.1 0.0091 8 4.7PE 16 V 10.4 3.3 1.6 32.1 0.5735 65 38 24.1 0.0091 8 6.0PE* 16 V* 16.8 3.3 0.0 54.7 0.5735 39 33 24.1 0.0091 8 4.7

Casa Scarii etaj

PE 16 E 2 3.3 0.0 6.6 0.5735 39 38 24.1 0.0091 8 7.9PE 16 S 2.9 3.3 1.6 8.0 0.5735 37 41 24.1 0.0091 8 10.0PE 16 V 7.5 3.3 3.2 21.6 0.5735 65 38 24.1 0.0091 8 6.0

coridor + vestiar

PE* 16 V* 5.8 3.3 0.0 18.7 0.5735 39 33 24.1 0.0091 8 4.7

tem=24.1 Az=6 Defazare PE = 6 ore Defazare Planseu Terasa = 5 ore

tsm ts ti αi qpe

PE* 16 V* 2.9 3.3 0.0 9.5 0.5735 39 33 24.1 0.0091 8 4.7PE 16 V 6.5 3.3 3.2 17.9 0.5735 65 38 24.1 0.0091 8 6.0

birou

PE 16 N 6.7 3.3 4.8 17.0 0.5735 39 33 24.1 0.0091 8 4.7PE 16 E 3.4 3.3 0.0 10.9 0.5735 39 38 24.1 0.0091 8 7.9


Casa Scarii parter

PE 20 S 2.9 3.3 1.6 8.0 0.5735 37 41 24.1 0.0091 8 10.0PE 20 V 7.5 3.3 3.2 21.6 0.5735 65 38 24.1 0.0091 8 6.0

Magazie Bar

PE 20 V 7.5 3.3 0.0 24.8 0.5735 65 38 24.1 0.0091 8 6.0

FOYER

PE 20 NE 1.7 3.3 4.8 0.7 0.5735 41 34 24.1 0.0091 8 5.2PE* 20 V* 8.1 3.3 0.0 26.3 0.5735 39 33 24.1 0.0091 8 4.7

WC

PE* 20 V* 3.48 3.3 0.0 3.5 0.4592 39 33 24.1 0.0091 8 3.7PE* 20 V* 3.03 3.3 0.0 3.0 0.4592 39 33 24.1 0.0091 8 3.7PE 20 V 2.86 3.3 1.2 1.7 0.5735 38 65 24.1 0.0091 8 25.4


Casa Scarii etaj

PE 20 E 2 3.3 0.0 6.6 0.5735 39 38 24.1 0.0091 8 7.9PE 20 S 2.9 3.3 1.6 8.0 0.5735 37 41 24.1 0.0091 8 10.0PE 20 V 7.5 3.3 3.2 21.6 0.5735 65 38 24.1 0.0091 8 6.0

coridor + vestiar

PE* 20 V* 5.8 3.3 0.0 18.7 0.5735 39 33 24.1 0.0091 8 4.7PE* 20 V* 2.9 3.3 0.0 9.5 0.5735 39 33 24.1 0.0091 8 4.7PE 20 V 6.5 3.3 3.2 17.9 0.5735 65 38 24.1 0.0091 8 6.0

birou

PE 20 N 6.7 3.3 4.8 17.0 0.5735 39 33 24.1 0.0091 8 4.7PE 20 E 3.4 3.3 0.0 10.9 0.5735 39 38 24.1 0.0091 8 7.9


Casa Scarii parter

PE 24 S 2.9 3.3 1.6 8.0 0.5735 37 41 24.1 0.0091 8 10.0PE 24 V 7.5 3.3 3.2 21.6 0.5735 65 38 24.1 0.0091 8 6.0

Magazie Bar

PE 24 V 7.5 3.3 0.0 24.8 0.5735 65 38 24.1 0.0091 8 6.0

FOYER

PE 24 NE 1.7 3.3 4.8 0.7 0.5735 41 34 24.1 0.0091 8 5.2PE* 24 V* 8.1 3.3 0.0 26.3 0.5735 39 33 24.1 0.0091 8 4.7

WC

PE* 24 V* 3.48 3.3 0.0 3.5 0.4592 39 33 24.1 0.0091 8 3.7PE* 24 V* 3.03 3.3 0.0 3.0 0.4592 39 33 24.1 0.0091 8 3.7PE 24 V 2.86 3.3 1.2 1.7 0.5735 38 65 24.1 0.0091 8 25.4


Casa Scarii etaj

PE 24 E 2 3.3 0.0 6.6 0.5735 39 38 24.1 0.0091 8 7.9PE 24 S 2.9 3.3 1.6 8.0 0.5735 37 41 24.1 0.0091 8 10.0PE 24 V 7.5 3.3 3.2 21.6 0.5735 65 38 24.1 0.0091 8 6.0

coridor + vestiar

PE* 24 V* 5.8 3.3 0.0 18.7 0.5735 39 33 24.1 0.0091 8 4.7PE* 24 V* 2.9 3.3 0.0 9.5 0.5735 39 33 24.1 0.0091 8 4.7PE 24 V 6.5 3.3 3.2 17.9 0.5735 65 38 24.1 0.0091 8 6.0

birou

PE 24 N 6.7 3.3 4.8 17.0 0.5735 39 33 24.1 0.0091 8 4.7PE 24 E 3.4 3.3 0.0 10.9 0.5735 39 38 24.1 0.0091 8 7.9


Casa Scarii parter

PE 4 S 2.9 3.3 1.6 8.0 0.5735 37 41 24.1 0.0091 8 10.0PE 4 V 7.5 3.3 3.2 21.6 0.5735 65 38 24.1 0.0091 8 6.0

Magazie Bar

PE 4 V 7.5 3.3 0.0 24.8 0.5735 65 38 24.1 0.0091 8 6.0

FOYER

PE 4 NE 1.7 3.3 4.8 0.7 0.5735 41 34 24.1 0.0091 8 5.2PE* 4 V* 8.1 3.3 0.0 26.3 0.5735 39 33 24.1 0.0091 8 4.7

WC

PE* 4 V* 3.48 3.3 0.0 3.5 0.4592 39 33 24.1 0.0091 8 3.7PE* 4 V* 3.03 3.3 0.0 3.0 0.4592 39 33 24.1 0.0091 8 3.7PE 4 V 2.86 3.3 1.2 1.7 0.5735 38 65 24.1 0.0091 8 25.4


Casa Scarii etaj

PE 4 E 2 3.3 0.0 6.6 0.5735 39 38 24.1 0.0091 8 7.9

PE 4 S 2.9 3.3 1.6 8.0 0.5735 37 41 24.1 0.0091 8 10.0PE 4 V 7.5 3.3 3.2 21.6 0.5735 65 38 24.1 0.0091 8 6.0

coridor + vestiar

PE* 4 V* 5.8 3.3 0.0 18.7 0.5735 39 33 24.1 0.0091 8 4.7PE* 4 V* 2.9 3.3 0.0 9.5 0.5735 39 33 24.1 0.0091 8 4.7PE 4 V 6.5 3.3 3.2 17.9 0.5735 65 38 24.1 0.0091 8 6.0

birou

PE 4 N 6.7 3.3 4.8 17.0 0.5735 39 33 24.1 0.0091 8 4.7PE 4 E 3.4 3.3 0.0 10.9 0.5735 39 38 24.1 0.0091 8 7.9

Calculul aporturilor de caldura prin elemente cu inertie termica Aporturilor de caldura de la incaperile invecinate

Tip Orient. L h S k Ora de

W Element - m m m^2 W/m^2*K C W/m^2 W calcul

15 - - 16 17 18 19 20 21 22

584698273 PI V 7.5 3.3 24.8 2.12 27 6.148 152202 PI V 3.68 3.3 12.1 2.12 27 6.148 75255 2013 PI V 10.86 3.3 35.8 2.12 27 6.148 220 447

80 PI E 5.5 3.3 18.2 2.12 27 6.148 112 16129 209 PI N 2.9 3.3 9.6 2.12 27 6.148 59 170 16

PI 2.9 3.3 9.6 2.12 27 6.148 59PI 3.68 3.3 12.1 2.12 27 6.148 75

149 149 PI 2.9 3.3 9.6 2.12 27 6.148 59 192

PI NE 6.02 3.3 19.9 2.12 27 6.148 122PI SE 3.32 3.3 11.0 2.12 27 57.24 627PI E 4.82 3.3 15.9 2.12 27 57.24 910

4 PI S 3.92 3.3 12.9 2.12 27 57.24 740 16123 127 PI V 4.82 3.3 15.9 2.12 27 57.24 910 3311

13 PI S 5.55 3.3 18.3 2.12 27 57.24 104811 PI E 9.36 3.3 30.9 2.12 27 6.148 19042 66 PI N 7.31 3.3 24.1 2.12 27 6.148 148 1387 16

694686 16317 PI 7.5 3.3 24.8 2.12 27 6.148 152 16193 PI 3.68 3.3 12.1 2.12 27 6.148 75 16255 2145 PI 10.86 3.3 35.8 2.12 27 6.148 220 447

5280 PI E 5.5 3.3 18.2 2.12 27 6.148 112 16

129 261 PI N 2.9 3.3 9.6 2.12 27 6.148 59 170 16

PI E 32.42 3.3 107.0 2.12 27 6.148 65887 PI N 13.3 3.3 43.9 2.12 27 6.148 270

Defazare Planseu Terasa = 5 ore

Qpe ta qi Qi

44 PI V 9.3 3.3 30.7 2.12 27 6.148 189108 239 PI S 7.7 3.3 25.4 2.12 27 6.148 156 1272 16

PI80 PI 2.3 3.3 7.6 2.12 27 6.148 47 1686 273 PI 4.42 3.3 14.6 2.12 27 6.148 90 136

584698273 PI V 7.5 3.3 24.8 2.12 27 6.148 152202 PI V 3.68 3.3 12.1 2.12 27 6.148 75255 2013 PI V 10.86 3.3 35.8 2.12 27 6.148 220 447

80 PI E 5.5 3.3 18.2 2.12 27 6.148 112 16129 209 PI N 2.9 3.3 9.6 2.12 27 6.148 59 170 16

PI 2.9 3.3 9.6 2.12 27 6.148 59PI 3.68 3.3 12.1 2.12 27 6.148 75

149 149 PI 2.9 3.3 9.6 2.12 27 6.148 59 192

PI NE 6.02 3.3 19.9 2.12 27 6.148 122PI SE 3.32 3.3 11.0 2.12 27 57.24 627PI E 4.82 3.3 15.9 2.12 27 57.24 910

4 PI S 3.92 3.3 12.9 2.12 27 57.24 740 16123 127 PI V 4.82 3.3 15.9 2.12 27 57.24 910 3311

13 PI S 5.55 3.3 18.3 2.12 27 57.24 104811 PI E 9.36 3.3 30.9 2.12 27 6.148 19042 66 PI N 7.31 3.3 24.1 2.12 27 6.148 148 1387 16

694686 16317 PI 7.5 3.3 24.8 2.12 27 6.148 152 16193 PI 3.68 3.3 12.1 2.12 27 6.148 75 16255 2145 PI 10.86 3.3 35.8 2.12 27 6.148 220 447

5280 PI E 5.5 3.3 18.2 2.12 27 6.148 112 16

129 261 PI N 2.9 3.3 9.6 2.12 27 6.148 59 170 16

PI E 32.42 3.3 107.0 2.12 27 6.148 65887 PI N 13.3 3.3 43.9 2.12 27 6.148 27044 PI V 9.3 3.3 30.7 2.12 27 6.148 189

108 239 PI S 7.7 3.3 25.4 2.12 27 6.148 156 1272 16

PI80 PI 2.3 3.3 7.6 2.12 27 6.148 47 1686 273 PI 4.42 3.3 14.6 2.12 27 6.148 90 136

584698273 PI V 7.5 3.3 24.8 2.12 27 6.148 152202 PI V 3.68 3.3 12.1 2.12 27 6.148 75255 2013 PI V 10.86 3.3 35.8 2.12 27 6.148 220 447

80 PI E 5.5 3.3 18.2 2.12 27 6.148 112 16129 209 PI N 2.9 3.3 9.6 2.12 27 6.148 59 170 16

PI 2.9 3.3 9.6 2.12 27 6.148 59PI 3.68 3.3 12.1 2.12 27 6.148 75

149 149 PI 2.9 3.3 9.6 2.12 27 6.148 59 192

PI NE 6.02 3.3 19.9 2.12 27 6.148 122PI SE 3.32 3.3 11.0 2.12 27 57.24 627PI E 4.82 3.3 15.9 2.12 27 57.24 910

4 PI S 3.92 3.3 12.9 2.12 27 57.24 740 16123 127 PI V 4.82 3.3 15.9 2.12 27 57.24 910 3311

13 PI S 5.55 3.3 18.3 2.12 27 57.24 104811 PI E 9.36 3.3 30.9 2.12 27 6.148 19042 66 PI N 7.31 3.3 24.1 2.12 27 6.148 148 1387 16

694686 16317 PI 7.5 3.3 24.8 2.12 27 6.148 152 16193 PI 3.68 3.3 12.1 2.12 27 6.148 75 16255 2145 PI 10.86 3.3 35.8 2.12 27 6.148 220 447

5280 PI E 5.5 3.3 18.2 2.12 27 6.148 112 16

129 261 PI N 2.9 3.3 9.6 2.12 27 6.148 59 170 16

PI E 32.42 3.3 107.0 2.12 27 6.148 65887 PI N 13.3 3.3 43.9 2.12 27 6.148 27044 PI V 9.3 3.3 30.7 2.12 27 6.148 189

108 239 PI S 7.7 3.3 25.4 2.12 27 6.148 156 1272 16

PI80 PI 2.3 3.3 7.6 2.12 27 6.148 47 1686 273 PI 4.42 3.3 14.6 2.12 27 6.148 90 136

584698273 PI V 7.5 3.3 24.8 2.12 27 6.148 152202 PI V 3.68 3.3 12.1 2.12 27 6.148 75255 2013 PI V 10.86 3.3 35.8 2.12 27 6.148 220 447

80 PI E 5.5 3.3 18.2 2.12 27 6.148 112 16129 209 PI N 2.9 3.3 9.6 2.12 27 6.148 59 170 16

PI 2.9 3.3 9.6 2.12 27 6.148 59PI 3.68 3.3 12.1 2.12 27 6.148 75

149 149 PI 2.9 3.3 9.6 2.12 27 6.148 59 192

PI NE 6.02 3.3 19.9 2.12 27 6.148 122PI SE 3.32 3.3 11.0 2.12 27 57.24 627PI E 4.82 3.3 15.9 2.12 27 57.24 910

4 PI S 3.92 3.3 12.9 2.12 27 57.24 740 16123 127 PI V 4.82 3.3 15.9 2.12 27 57.24 910 3311

13 PI S 5.55 3.3 18.3 2.12 27 57.24 104811 PI E 9.36 3.3 30.9 2.12 27 6.148 19042 66 PI N 7.31 3.3 24.1 2.12 27 6.148 148 1387 16

694686 16317 PI 7.5 3.3 24.8 2.12 27 6.148 152 16193 PI 3.68 3.3 12.1 2.12 27 6.148 75 16255 2145 PI 10.86 3.3 35.8 2.12 27 6.148 220 447

52

80 PI E 5.5 3.3 18.2 2.12 27 6.148 112 16129 261 PI N 2.9 3.3 9.6 2.12 27 6.148 59 170 16

PI E 32.42 3.3 107.0 2.12 27 6.148 65887 PI N 13.3 3.3 43.9 2.12 27 6.148 27044 PI V 9.3 3.3 30.7 2.12 27 6.148 189

108 239 PI S 7.7 3.3 25.4 2.12 27 6.148 156 1272 16

PI80 PI 2.3 3.3 7.6 2.12 27 6.148 47 1686 273 PI 4.42 3.3 14.6 2.12 27 6.148 90 136

Calculul aporturilor de caldura prin elemente fara inertie termica ( ferestre )

Orient. L h Buc. S k c1*c2*c3 m a1*a2

- m m - m^2 C C W/m^2*K W - - m^2 -

22 23 24 25 26 27 28 29 30 31 32 33 34 35 36

S 0.8 2.0 1 1.6 65 27 1.96 119 0.85 0.36 1.6 0.85 136 14V 0.8 2.0 2 3.2 65 27 1.96 238 0.85 0.36 3.1 0.85 136 14

NE 0.8 2.0 3 4.8 39 24 1.96 141 0.85 0.36 4.7 0.85 136 14

V 0.8 1.5 1 1.2 65 27 1.96 89 0.85 0.36 1.2 0.85 136 14

N 0.8 2.0 1 1.6 39 24 1.96 47 0.85 0.36 1.6 0.85 136 4E 0.8 2.0 1 1.6 39 24 1.96 47 0.85 0.36 1.6 0.85 136 24S 0.8 2.0 1 1.6 41 24 1.96 53 0.85 1.36 1.6 0.85 136 124

S 0.8 2.0 1 1.6 41 24 1.96 53 0.85 0.36 1.6 0.85 136 14V 0.8 2.0 2 3.2 65 27 1.96 238 0.85 0.36 3.1 0.85 136 14

ts ti QT Si Idmax IDmax

V 0.8 2.0 2 3.2 65 27 1.96 238 0.85 0.36 3.1 0.85 136 14

N 0.8 2.0 3 4.8 39 24 1.96 141 0.85 1.36 4.7 0.85 136 4

S 0.8 2.0 1 1.6 65 27 1.96 119 0.85 0.36 1.6 0.85 136 14V 0.8 2.0 2 3.2 65 27 1.96 238 0.85 0.36 3.1 0.85 136 14

NE 0.8 2.0 3 4.8 39 24 1.96 141 0.85 0.36 4.7 0.85 136 14

V 0.8 1.5 1 1.2 65 27 1.96 89 0.85 0.36 1.2 0.85 136 14

N 0.8 2.0 1 1.6 39 24 1.96 47 0.85 0.36 1.6 0.85 136 4E 0.8 2.0 1 1.6 39 24 1.96 47 0.85 0.36 1.6 0.85 136 24S 0.8 2.0 1 1.6 41 24 1.96 53 0.85 1.36 1.6 0.85 136 124

S 0.8 2.0 1 1.6 41 24 1.96 53 0.85 0.36 1.6 0.85 136 14V 0.8 2.0 2 3.2 65 27 1.96 238 0.85 0.36 3.1 0.85 136 14

V 0.8 2.0 2 3.2 65 27 1.96 238 0.85 0.36 3.1 0.85 136 14

N 0.8 2.0 3 4.8 39 24 1.96 141 0.85 1.36 4.7 0.85 136 4

S 0.8 2.0 1 1.6 65 27 1.96 119 0.85 0.36 1.6 0.85 136 14V 0.8 2.0 2 3.2 65 27 1.96 238 0.85 0.36 3.1 0.85 136 14

NE 0.8 2.0 3 4.8 39 24 1.96 141 0.85 0.36 4.7 0.85 136 14

V 0.8 1.5 1 1.2 65 27 1.96 89 0.85 0.36 1.2 0.85 136 14

N 0.8 2.0 1 1.6 39 24 1.96 47 0.85 0.36 1.6 0.85 136 4E 0.8 2.0 1 1.6 39 24 1.96 47 0.85 0.36 1.6 0.85 136 24S 0.8 2.0 1 1.6 41 24 1.96 53 0.85 1.36 1.6 0.85 136 124

S 0.8 2.0 1 1.6 41 24 1.96 53 0.85 0.36 1.6 0.85 136 14V 0.8 2.0 2 3.2 65 27 1.96 238 0.85 0.36 3.1 0.85 136 14

V 0.8 2.0 2 3.2 65 27 1.96 238 0.85 0.36 3.1 0.85 136 14

N 0.8 2.0 3 4.8 39 24 1.96 141 0.85 1.36 4.7 0.85 136 4

W W W

37 38

ora 16

2460

72 191 ora 16144 383 379

ora 16341

ora 16217 358

3437

ora 1654 144 144 1596

68 11576 123 ora 16

441 494733 3325

72 126 ora 16144 383 432

QR QFE QTot

ora 16144 383 0 1512

773 914 ora 161297 1707 10,940

ora 16

2460

72 191 ora 16144 383 379

ora 16341

ora 16217 358

3437

ora 1654 144 144 1596

68 11576 123 ora 16

441 494733 3325

72 126 ora 16144 383 432

ora 16144 383 0 1512

773 914 ora 161297 1707 10,940

ora 16

2460

72 191 ora 16144 383 379

ora 16341

ora 16217 358

3437

ora 1654 144 144 1596

68 11576 123 ora 16

441 494733 3325

72 126 ora 16144 383 432

ora 16144 383 0 1512

773 914 ora 161297 1707 10,940

gr caramida K R gr tenc Km W/mgC mpgK/W m W/mgC

PE 0.3 0.58 0.517241379 0.025 0.87

PI 0.1 0.58 0.172413793 0.025 0.87

PI 0.2 0.58 0.344827586 0.05 0.87

PD 0 0.58 0 0 0.87

BETON SIMPLU 0 0.87

PD 0.1 1.62 0.061728395 0.05 0.87

PERETI1.1 Perete 1

COD MATERIALd l R

cm

900 aer interior 0 8.00 0.125

48 mortar sau tencuială var-ciment 2 0.87 0.023

134 zidărie din cărămizi pline 35 0.80 0.438

47 mortar sau tencuială din ciment 3 0.93 0.032

33 beton cu perlit 0 0.17 0.000

300 nimic 0 100.00 0.000

300 nimic 0 100.00 0.000

901 aer exterior 0 24.00 0.042

0.659

0.528

4 mortar asfaltic 2 0.75 0.027

5 beton asfaltic 2 1.04 0.019

6 bitum 2 0.17 0.118

7 beton armat 2 2.06 0.010

8 beton armat 2 1.74 0.011

9 beton armat 1 1.62 0.006

W/mK m2K/W

R1

R'1

10 beton simplu cu agregate naturale 2 1.62 0.012






16 beton simplu cu agregate naturale 0.46 0.000

17 beton simplu cu agregate naturale 0.37 0.000

18 beton cu zgura de cazan 0.87 0.000





23 beton cu zgura granulata 0.64 0.000




27 beton cu zgura expandata 0.58 0.000



30 beton cu perlit 0.41 0.000




34 beton cu granulit 0.81 0.000













47 mortar sau tencuială din ciment 0.93 0.000

48 mortar sau tencuială var-ciment 0.87 0.000

49 mortar sau tencuială var 0.70 0.000

50 mortar sau tencuială var 4 0.70 0.057

51 mortar sau tencuială var 0.70 0.000

52 vată minerală tip 60 0.04 0.000

53 vată minerală tip 70 0.05 0.000

54 saltele din vată minerală - tip SCI 60, SCO 60, SPS 60 0.04 0.000

55 saltele din vată minerală - tip SPS 70 0.05 0.000

56 saltele din vată minerală - tip SPS 70 0.05 0.000

57 pâslă minerală tip P40 0.04 0.000



60 plăci din vată minerală tip G100 0.05 0.000

61 plăci din vată minerală tip G140 0.04 0.000

62 plăci din vată minerală tip AP140 0.04 0.000

63 plăci rigide din fibre de bazalt tip PB160 0.05 0.000

64 sticlă 0.75 0.000

65 sticlă spongioasă 0.14 0.000



68 vată de sticlă - cal. I 0.04 0.000

69 vată de sticlă - cal. II 0.04 0.000

70 plăci de ipsos 0.41 0.000

71 plăci de ipsos 0.37 0.000

72 ipsos celular 0.18 0.000




76 pământ vegetal în stare umedă 1.16 0.000

77 umplutură din nisip 0.58 0.000

78 umplutură din pietriş 0.70 0.000

79 pin şi brad perpendicular pe fibre 0.17 0.000

80 pin şi brad în lungul fibrelor 0.35 0.000

81 stejar şi fag perpendicular pe fibre 0.23 0.000

82 placaj încleiat 0.17 0.000

83 rumeguş 0.09 0.000

84 rumeguş 0.09 0.000

85 rumeguş 0.09 0.000

86 rumeguş 0.09 0.000

87 rumeguş 0.09 0.000

88 rumeguş 0.09 0.000

89 rumeguş 0.09 0.000

90 rumeguş 0.09 0.000

91 PFL moale - plăci S 0.08 0.000

92 PFL moale - plăci B şi BA 0.09 0.000

93 plăci aglomerate fibrolemnoase tip PAF 0.08 0.000

94 plăci PAL termoizolante 0.10 0.000

95 plăci PAL stratificate 0.20 0.000

96 plăci PAL stratificate 0.18 0.000

97 plăci PAL omogene pline 0.26 0.000



100

plăci PAL omogene cu goluri 0.16 0.000

101



103


104


105


106


107


108


109


110


111


112


113


114


115


116


117


118


119


120


121


122

scorie bazaltică 0.26 0.000

123

marmură, granit, bazalt 3.48 0.000

124

gresie şi cuarţite 2.03 0.000

125

pietre calcaroase 1.16 0.000

126

pietre calcaroase 0.93 0.000

127

tuf calcaros 0.52 0.000

128

zidărie din pietre de formă regulată, raparentă 2800kg/m3 3.19 0.000

129


130


131

zidărie din pietre neregulate, raparentă 2800kg/m3 2.55 0.000

132


133


134

zidărie din cărămizi pline 4 0.80 0.050

135

zidărie din cărămizi cu găuri verticale, raparentă 4 0.75 0.053136


137


138


139


140

zidărie din cărămizi de diatomit, raparentă 1000k 4 0.52 0.077

141

zidărie blocuri mici pline din beton uşor, raparentă 2000kg/m3 1.16 0.000

142


143


144


145


146


147


148


149


150


151


152


153


154


155


156


157


158


159


160


161


162


163


164


165

zidărie bca tip GBN 35 cu rosturi subţiri 0.27 0.000

166

zidărie bca tip GBN 50 cu rosturi subţiri 0.30 0.000

167

zidărie bca tip GBN 35 cu rosturi obişnuite 0.30 0.000

168

zidărie bca tip GBN 50 cu rosturi obişnuite 0.34 0.000

169

fâşii armate bca tip GBN 35 0.25 0.000170

fâşii armate bca tip GBN 50 0.28 0.000

171

zidărie din blocuri ceramice tip Porotherm 38 0.23 0.000

172

zidărie din blocuri ceramice tip Porotherm 38 N+F 0.21 0.000

173


174


175


176


177

oţel de construcţii 58.00 0.000

178

piese de fontă 49.88 0.000

179

aluminiu 220.40 0.000

180

polistiren celular 0.04 0.000

181

spume de pvc 0.05 0.000

182

poliuretan celular 0.04 0.000

183

covor pvc fără suport textil 0.38 0.000

184

covor pvc fără suport textil 0.33 0.000

185

covor pvc cu suport textil 0.29 0.000

186

covor pvc cu suport textil 0.23 0.000

187

pânză bitumată, carton bitumat etc. 0.17 0.000

188


189


190


191


192


193


194


195


196


197


198


199


200


201


202


203



205


206


207


208


209


210


211


212


213


214


215


216


217


218


219


220


221


222


223


224


225


226


227


228


229


230


231


232


233


234


235


236


237



239


240


241


242


243


244


245


246


247


248


249


250


251


252


253


254


255


256


257


258


259


260


261


262


263


264


265


266


267


268


269


270


271



273


274


275


276


277


278


279


280


281


282


283


284


285


286


287


288


289


290


291


292


293


294


295


296


297


298


299


300

nimic 100.00 0.000

301

pământ până la cota -3,00 m 2.00 0.000

302

pământ între la cota -3,00 şi cota -7,00 4.00 0.000

303


304


305



307


308


309


310


311


312


313


314


315


316


317


318


319


320


321


322


323


324


325


326


327


328


329


330


331


332


333


334


335


336


337


338


339



341


342


343


344


345


346


347


348


349


350


351


352


353


354


355


356


357


358


359


360


361


362


363


364


365


366


367


368


369


370


371


372


373



375


376


377


378


379


380


381


382


383


384


385


386


387


388


389


390


391


392


393


394


395


396


397


398


399


400


401


402


403


404


405


406


407



409


410


411


412


413


414


415


416


417


418


419


420


421


422


423


424


425


426


427


428


429


430


431


432


433


434


435


436


437


438


439


440


441



443


444


445


446


447


448


449


450


451


452


453


454


455


456


457


458


459


460


461


462


463


464


465


466


467


468


469


470


471


472


473


474


475



477


478


479


480


481


482


483


484


485


486


487


488


489


490


491


492


493


494


495


496


497


R gr ExtrPS K RmpgK/W m W/mgC mpgK/W

0.0287356321839081 0.05 0.04 1.041666667

0.0287356321839081 0 0.04 0

0.0574712643678161 0 0.04 0

0 0 0.04 0

0 0 0.04 0

0.0574712643678161 0.1 0.04 2.083333333

DICTIONAR TERMIC

TIP ZIDARIE NOTIUNE

Zidarie din caramizi pline 0,80 W/mK

0,75 W/mK d

0,70 W/mK

0,64 W/mK R

0,58 W/mK

0,55 W/mK

0,46 W/mK

A. Cu rosturi subtiri (3mm)

- Tip GBN T 0,21 W/mK

- Tip GBN 35 0,27 W/mK


B. Cu rosturi normale (10mm)



Tabel λzidarie – Normativ C 107/3-1997

VALOARE λ zidarie

αe

Zidarie din caramizi cu goluri verticale, tip GVP, cu densitatea aparenta a

caramizilor de: αi

- 1675 kg/m3

- 1475 kg/m3 λzid

- 1325 kg/m3

- 1200 kg/m3

- 1075 kg/m3

- 950 kg/m3

Zidarie din blocuri de beton celular autoclavizat

gr tot Rtotm mpgK/W

0.375 1.5876 1.754

0.125 0.2299 0.480

0.25 0.4598 0.710

0 0 0.250

#VALUE! 0 0.250

0.25 2.2025 2.328

DICTIONAR TERMIC

DEFINITIE

Grosime perete.

Coeficient de transfer termic superficial exterior, αe=8 conform Normativului C 107/3-97.

Coeficient de transfer termic superficial interior, αi=24 conform Normativului C 107/3-97.

Conductivitatea termica a zidariei conform Normativului C 107/3-97.

Rezistenta la transfer termic - masura pentru rezistenta pe care o opune trans- ferului termic un material sau un element de constructie cu grosimea sa si conductivitatea

termica a straturilor ce îl compun.

CALCULUL NECESARULUI DE FRIG

DESTINAŢIE ÎNCĂPERE

FERESTRE

Înso

rite

Um

brite

mp W mp W mp W

- - - 180 - 115 - 50 -

PARTER1 P01 SALA DISCOTECA PARTER 0 0 0 0 0 02 P02 CASA SCARII 1.6 191 3.2 383 0 03 P03 MAGAZIE BAR 0 0 0 0 0 04 P04 WC ANGAJATI 0 0 1.2 144 0 05 P05 WC BARBATI 0 0 0 0 0 06 P06 WC FEMEI 0 0 0 0 0 07 P07 GARDEROBA 0 0 0 0 0 08 P08 FOYER 0 0 0 0 4.8 3589 P09 CORIDOR 0 0 0 0 0 0

ETAJ10 E01 SALA DISCOTECA ETAJ 1.6 494 3.2 239 0 011 E02 CASA SCARII 1.6 126 3.2 383 0 012 E03 CORIDOR 0 0 3.2 383 0 013 E04 MAGAZIE 0 0 0 0 0 014 E05 CAMERA DJ 0 0 0 0 0 015 E06 VESTIAR 0 0 0 0 0 016 E07 BIROU 0 0 0 0 4.8 914

811.001 1530.9 12723613.9

Nr.

crt.

DEN. CAM. În

sorit

e pa

rtia

l


PEREŢI EXTERIORI

PA

RD

OS

EA

LA

Înso

rite

Um

brite

mp W mp W mp W mp W mp W mp W

23 - 17.5 - 12 - 10 - 24 - 7 -

58.5 584 143.1 954 59 273 72.732 447 0 0 290.1 20317.97 80 21.55 129 0 0 27.72 170 0 0 21.75 1520 0 24.75 149 0 0 31.284 192 0 0 10.7 750 0 1.66 42 0 0 5.55 1048 0 0 4.8 340 0 0 0 3.475 13 9.36 190 0 0 7 490 0 0 0 3.025 11 7.31 148 0 0 9.82 690 0 0 0 0 0 0 0 0 0 3.7 260 0 0 0 27.05 127 44 1490 0 0 24.9 1740 0 0 0 0 0 31.812 1821 0 0 5.5 39

69.6 694 118.9 878 122.68 573 72.732 447 269.42 6466 269.42 18867.97 80 28.15 182 0 0 27.72 170 21.75 522 21.75 152

0 0 27.93 108 9.49 44 22.6 459 9 216 9 630 0 0 0 0 0 10.52 105 7.41 177.8 7.41 520 0 0 0 0 0 10.95 110 7.88 189.1 7.88 550 0 0 0 18.6875 87 40.12 814 17.72 425.3 17.72 1240 0 10.89 86 17.04 80 22.176 136 22.53 540.7 22.53 158

1438 2527 1207 7748.21 8537 513830209 7748.21 733.98 30209

qi = 8785.86

378.27355.71

PE

RE

ŢI

INT

ER

IOR

I

TA

VA

N /

AC

OP

ER

IŞ

Înso

rite

part

ial


OC

UP

AN

TI

TO

TA

L

VO

LU

M

Co

ntr

ol

mc/h W pers. W W W W mc W/mc

4.5 - 144 - 0.8 - - - -

250

6600 29700 165 29060 2900 2320 65369 957.33 68.280 0 1 144 400 320 1570 71.77 21.870 0 0 0 200 160 576 35.31 16.310 0 0 0 100 80 1348 15.84 85.080 0 0 0 200 160 412 23.10 17.820 0 0 0 200 160 388 32.41 11.980 0 1 144 100 80 250 12.21 20.470 0 1 144 400 320 2613 82.17 31.790 0 0 0 100 80 1939 18.15 106.860 0 0

5400 24300 135 19440 2600 2080 57497 889.09 64.670 0 0 0 400 320 1934 71.77 26.950 0 0 0 200 160 1432 29.70 48.230 0 0 0 200 160 495 24.45 20.240 0 1 144 1000 800 1298 26.00 49.910 0 1 144 300 240 1835 58.48 31.370 0 1 144 400 320 2378 74.35 31.99

12000 54000 306 44064 7760

1413332422.13

58.3554000

1112 168 8400

142 KW138 690087333

D = 15300 [m3/h]

AP

OR

T D

E

AE

R

PR

OA

SP

ĂT

Con

sum

el

ectr

icita

te,

ilum

ina

t, ap

ara

tura

el

ectr

o.

CALCULUL NECESARULUI DE CALDURA D

en

um

irea

Orie

nta

re

La

time

Ina

ltim

e

Su

pra

fata

Nu

ma

r

De

sca

zut

In c

alc

ul

R m ∆t

(m∙S

∙∆t)

/R

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

[-] [-] [m] [m] [m] [-] [-] [w] [-] [-] [-]

P1 SALA DISCOTECA PARTER

1 -5 0.96

PE S 18 3.3 59.4 1.2 59.4 1.7543 1 35 1185.0811PE E 27.2 3.25 88.4 1.2 88.4 1.7543 1 35 1763.656PE N 18 3.3 59.4 1.2 59.4 1.7543 1 35 1185.0811PI V* 16.84 3.3 55.572 1.0 18.7 36.852 0.4598 1 35 2805.3585PD 290.1 1 290.1 2.3275 1 35 4362.3442

35 11301.521P2 CASA SCARII

1 -5 0.96

PE S 2.9 3.3 9.57 1 9.57 1.7543 1 35 190.92973PE V 7.5 3.3 24.75 1 1.6 23.15 1.7543 1 35 461.86241PI N 2.9 3.3 9.57 1 9.57 1.7543 1 35 190.92973PI E 5.4 3.3 17.82 1 17.82 1.7543 1 35 355.52432FE V 0.8 2 1.6 1 1.6 0.95 1 35 58.947368UE E 1.8 2.1 3.78 1 3.78 0.8 1 35 165.375

35 1423.5686P3 MAGAZIE BAR

1 0 1.01

PE SE 2.75 2.8 7.7 1 2.7 5 0.95 1 33 173.6842PI SE 1.8 1.5 2.7 1 2.7 0.4598 1 33 193.7925PI SV 1.15 2.8 3.22 1 3.22 0.95 1 33 111.8526PI SV 3.05 2.8 8.54 1 8.54 0.95 1 8 71.9158

33 551.2451P4 WC ANGAJATI

1 0 1.01

PE SE 4.3 2.8 12.04 1 0.78 11.26 0.95 1 25 296.3158PI SE 1.3 0.6 0.78 1 0.78 0.4598 1.2 25 50.8950PI NV 4.15 2.8 11.62 1 1.95 9.67 0.95 1 25 254.4737PI NV 3.25 0.6 1.95 1 1.95 0.4598 1.2 31 157.7745

31 759.4590P5 WC BARBATI

1 0 1.01

PE NE 3.9 2.8 10.92 1 10.92 0.95 1 41 471.2842PI NE 2.2 2.8 6.16 1 6.16 0.95 1 10 64.8421PI SV 4.35 2.8 12.18 1 5.13 7.05 0.95 1 41 304.2632PI SV 1.95 1.5 2.925 1 2.925 0.4598 1.2 41 313.0042

SV 1.05 2.1 2.205 1 2.205 0.4598 1.2 41 235.9570

41 1389.3508P6 WC FEMEI

1 0 1.01

PE SV 4.5 2.8 12.6 1 3.9 8.7 0.95 1 41 375.4737PI SE 4.6 2.8 12.88 1 12.88 0.95 1 41 555.8737PI SV 2.6 1.5 3.9 1 3.9 0.4598 1.2 41 417.3390PI

Adaosuri Ac

Ao 1+∑A

/100

[m2] [m2] [oC]

1 0 1.01

41 1348.6864P7 FOYER

1 5 1.06

PE SV 2 2.8 5.6 1 0.64 4.96 0.95 1 43 224.5053FE SV 0.8 0.8 0.64 1 0.64 0.4598 1.2 43 71.8272PIPI

43 296.3325P8 CORIDOR

1 0 1.01

PI SV 2.75 2.8 7.7 1 2.7 5 0.95 1 39 205.2632PI SV 1.8 1.5 2.7 1 2.7 0.4598 1.2 39 274.8330PI 0.8 2.8 2.24 1 2.24 0.95 1 6 14.1474PI 0.75 2.8 2.1 1 2.1 0.95 1 6 13.2632

1 2 3 4 5 6 7 8 9 10 11 12.0000

39 507.5067E1 SALA DISCOTECA ETAJ

1 -5 0.96

PE SE 2.35 2.8 6.58 1 6.58 0.95 1 41 283.9789PE SV 4.35 2.8 12.18 1 3 9.18 0.95 1 41 396.1895PE SV 1.95 1.5 2.925 1 2.925 0.4598 1.2 41 313.0042FE SV 1.05 2.1 2.205 1 2.205 0.95 1.2 41 114.1958PI 0.9 2.8 2.52 1 2.52 0.95 1 8 21.2211

41 1128.5895E2 CASA SCARII

1 -5 0.96

PE SV 4.6 2.8 12.88 1 12.88 0.95 1 41 555.8737PE NV 4.5 2.8 12.6 1 3.9 8.7 0.95 1 41 375.4737FE NV 2.6 1.5 3.9 1 3.9 0.4598 1.2 41 417.3390

41 1348.6864E3 CORIDOR ETAJ

1 0 1.01

PE NV 2 2.8 5.6 1 0.64 4.96 0.95 1 43 224.5053PI NV 0.8 0.8 0.64 1 0.64 0.4598 1.2 43 71.8272

43 296.3325E4 MAGAZIE ETAJ

1 0 1.01

PI NV 2.75 2.8 7.7 1 2.7 5 0.95 1 39 205.2632PI NV 1.8 1.5 2.7 1 2.7 0.4598 1.2 39 274.8330PI NE 1.45 2.8 4.06 1 4.06 0.95 1 39 166.6737PI NE 2.85 2.8 7.98 1 7.98 0.95 1 8 67.2000

39 713.9698E5 CAMERA DJ

1 0 1.01

PI 3.4 2.8 9.52 1 2.42 7.105 0.95 1 8 59.8316PI 1.15 2.1 2.415 1 2.415 0.8 1 8 24.1500FI 2.3 2.8 6.44 1 1.89 4.55 0.6 1 6 45.5000

PI 0.9 2.1 1.89 1 1.89 0.8 1 6 14.1750 1 0 1.01

8 143.6566E6 VESTIAR

1 0 1.01

PI 3.4 2.8 9.52 1 2.42 7.105 0.95 1 8 59.8316PI 1.15 2.1 2.415 1 2.415 0.8 1 8 24.1500FI 2.3 2.8 6.44 1 1.89 4.55 0.6 1 6 45.5000PI 0.9 2.1 1.89 1 1.89 0.8 1 6 14.1750

8 143.6566E7 BIROU

1 -5 0.96

PE 3.4 2.8 9.52 1 2.42 7.105 0.95 1 8 59.8316PE 1.15 2.1 2.415 1 2.415 0.8 1 8 24.1500FE 2.3 2.8 6.44 1 1.89 4.55 0.6 1 6 45.5000PI 0.9 2.1 1.89 1 1.89 0.8 1 6 14.1750

8 143.6566

CALCULUL NECESARULUI DE CALDURA

L i V Q

16 17 18 19 20 21 22 23 24 25

[w] [m] [-] [w] [w] [w] [w]

10849.46 0 0.0061 7.45 957.33 12 127748.1 0 127748.1 138597.5

1366.62582 11.2 0.0061 7.45 71.77 1 798.1502 17.99258 798.1502 2164.776

556.757583 0 0.0061 7.45 35.31 0.1 37.02159 0 37.02159 593.7792

767.053563 4.6 0.0061 7.45 15.84 1 156.0128 6.545262 156.0128 923.0664

1403.24428 0 0.0061 7.45 23.10 1 300.9118 0 300.9118 1704.156

1362.17323 0 0.0061 7.45 32.41 1 422.1363 0 422.1363 1784.31

QT*

(1+

∑A

/10

0)

v4/3

nao

Qi1

Qi2

Qi

[m/s

]4/3

[m3] m3/(h*m3)

1362.17323 0 0.0061 7.45 32.41 1 422.1363 0 422.1363 1784.31

314.112411 16.8 0.0061 7.45 94.38 1 1289.412 33.15776 1289.412 1603.525

512.581751 0 0.0061 7.45 18.15 1 224.8975 0 224.8975 737.4793

1083.44593 16.8 0.0061 7.45 889.09 12 138980 31.61554 138980 140063.4

1294.73891 30 0.0061 7.45 71.77 1 934.976 56.45632 934.976 2229.715

299.295788 11.2 0.0061 7.45 29.70 1 405.7591 22.10518 405.7591 705.0549

721.109541 0 0.0061 7.45 24.45 0.1 30.29983 0 30.29983 751.4094

145.093145 0 0.0061 7.45 26.00 4.5 297.4309 0 297.4309 442.524

145.093145 0 0.0061 7.45 26.00 4.5 297.4309 0 297.4309 442.524

145.093145 0 0.0061 7.45 58.48 1 148.6316 0 148.6316 293.7247

137.910316 16.8 0.0061 7.45 74.35 1 188.9768 6.168886 188.9768 326.8871

TOTAL NECESAR DE CALDURA292921.37 W

292.92 Kw

Volum 957.33 L 21.4Aria lat 813.08 l 13.6Rm 2.51805 h 3.3s 291.04

Volum 41.74 L 4.6Aria lat 73.81 l 2.75Rm 1.8147 h 3.3s 12.65Volum 168.53Aria lat 229.58




Volum 41.74 L 4.6Aria lat 73.81 l 2.75Rm 2.24382 h 3.3s 12.65

Volum 168.53Aria lat 229.58







Volum 41.74 L 4.6Aria lat 73.81 l 2.75Rm 4.110358 h 3.3

s 12.65Volum 168.53Aria lat 229.58



325

405916.9

Dimensionare ventilo-convectoare

Sarcina de racire

PARTER

1 P01 SALA DISCOTECA PARTER 35668.62 35.67 VC-12 7.1 770

ETAJ

10 E01 SALA DISCOTECA ETAJ 33196.91 33.20 VC-12 7.1 770

TOTAL 87333.00 14.2 1540

Ventiloconvectoare VC-12 Pinst parter=54 kwbuc=14 Pinst etaj =44 kw

Ventiloconvectoare VC-10buc=10

Nr. crt

Incaperi

deservite

Denumire agregat TRANE

Capacitate de racire

kW

Debit de aer

(QV)

[W] [kW] [m3/h]


Debit apabuc.

1084 0.301 1.084 7/12 27/19 18 1.8 8 56.8

1084 0.301 1.084 7/12 27/19 18 1.8 6 42.6

2168 0.602 2.168 36 3.6 14 99.4

Temperatura apei Temperatura

aerPierderea de

sarcinaPuterea Instalataducere/

intoarcere

[l/h] [l/s] [m3/h] [oC] [oC] [kPa] [mH2O] [kW]

CALCULUL HIDRAULIC

Nr. Crt Tronsonq l w de R R*I

[l/s] [m] [m/s] [mm] [mbar/m]

Ramura 11 1.0 - - 0.6 25 3.20 32.00 #VALUE!2 1.1 - - 0.60 50 1.30 13.00 #VALUE!3 1.2 - - 0.80 63 1.70 17.00 #VALUE!4 1.3 - - 1.20 63 3.60 36.00 #VALUE!5 1.4 #VALUE! - 1.28 75 2.50 25.00 #VALUE!6 1.5 #VALUE! - 1.85 75 2.37 23.70 #VALUE!7 1.6 #VALUE! - 1.09 90 3.08 30.80 #VALUE!8 1.7 #VALUE! - 0.94 114 1.50 15.00 #VALUE!9 1.8 #VALUE! - 1.23 114 2.69 26.90 #VALUE!

10 1.9 #VALUE! - 0.84 140 0.93 9.30 #VALUE!

Ramura 211 2.0 0.185 - 0.50 32 1.60 16.00 #VALUE!12 2.1 1.110 - 0.70 63 1.30 13.00 #VALUE!13 2.2 2.022 - 1.20 63 3.60 36.00 #VALUE!14 2.3 2.657 - 0.83 75 2.22 22.20 #VALUE!15 2.4 4.708 - 1.04 90 2.79 27.90 #VALUE!16 2.5 6.659 - 1.47 90 5.53 55.30 #VALUE!17 2.6 8.633 - 1.10 114 2.14 21.40 #VALUE!18 2.7 10.589 - 1.34 114 3.18 31.80 #VALUE!

19 2.8 12.575 - 1.02 140 1.38 13.80 #VALUE!

[mmH2O/m] [mmH2O]

CALCULUL HIDRAULICSx

Ramura 11.5 27.52 27.52 #VALUE!

2.40 44.04 71.56 #VALUE!1.00 32.62 104.18 #VALUE!1.00 73.39 177.57 #VALUE!1.00 83.51 261.08 #VALUE!1.80 313.99 575.07 #VALUE!1.80 109.00 684.07 #VALUE!1.80 81.06 765.14 #VALUE!1.80 138.80 903.93 #VALUE!1.80 64.73 968.67 #VALUE!

Ramura 23.00 38.23 38.23 #VALUE!2.00 49.95 88.18 #VALUE!1.50 110.09 198.27 #VALUE!1.80 63.20 261.47 #VALUE!1.80 99.23 360.70 #VALUE!1.80 198.25 558.95 #VALUE!1.80 111.01 669.96 #VALUE!1.80 164.73 834.69 #VALUE!1.80 95.45 930.14 #VALUE!

hrl Shrl hrl+R*I[mmH2O] [mmH2O] [mmH2O]

Calculul aeraulic pentru reteaua de aer proaspat

Debit S d a b

m/s mm mm mm mm mm

TRONSON 1 PRINCIPAL 1.1 450 0.125 2.6 0.048077 247.4762 - - -1.2 450 0.125 3 0.041667 - 204.1241 166.6667 200 2001.3 900 0.25 3.4 0.073529 - - 367.6471 200 4001.4 1350 0.375 3.8 0.098684 - - 493.4211 300 4001.5 1800 0.5 4.2 0.119048 - - 396.8254 300 5001.6 2250 0.625 4.6 0.13587 - - 452.8986 300 5001.7 2700 0.75 5 0.15 - - 500 350 5001.8 3150 0.875 5.4 0.162037 - - 462.963 350 5501.9 3600 1 5.8 0.172414 - - 492.6108 350 600

1.10 5400 1.5 6.2 0.241935 - - 691.2442 400 6001.11 12000 3.333333 6.6 0.505051 - - 1262.626 600 800

TRONSON 21.1 450 0.125 2.5 0.05 252.3772 - -1.2 450 0.125 2.9 0.043103 - 207.6137 172.4138 200 2001.3 900 0.25 3.3 0.075758 - - 378.7879 200 3501.4 1350 0.375 3.6 0.104167 - - 520.8333 250 3501.5 1800 0.5 4 0.125 - - 500 250 400

TRONSON 31.1 600 0.166667 2.7 0.061728 280.4191 - -1.2 600 0.166667 3.1 0.053763 - 231.8694 215.0538 200 2001.3 1200 0.333333 3.5 0.095238 - - 476.1905 200 3001.4 1800 0.5 3.9 0.128205 - - 641.0256 400 4501.5 2400 0.666667 4.3 0.155039 - - 387.5969 400 4001.6 3000 0.833333 4.7 0.177305 - - 443.2624 400 4501.7 3600 1 5.1 0.196078 - - 490.1961 200 2501.8 4200 1.166667 5.5 0.212121 - - 1060.606 200 200

TRONSON 41.1 600 0.166667 4 0.041667 230.3878 - -1.2 600 0.166667 4.9 0.034014 - 184.4278 136.0544 250 2501.3 1200 0.333333 5.9 0.056497 - - 225.9887 250 3501.4 1800 0.5 5.9 0.084746 - - 338.9831 250 3501.5 2400 0.666667 4.5 0.148148 - - 592.5926 200 2001.6 3000 0.833333 6.2 0.134409 - - 672.043 200 2001.7 3600 1 5.9 0.169492 - - 847.4576 166.6667 350

Nr tronson veco aadoptat badoptat

m3/h m3/s m2


l R Sx

mm m/s m

TRONSON 1 PRINCIPAL 0.049087 250 2.55 2.41 0.8 1.93 0 0.38 0.00 1.93

0.04 - 3.13 1.26 0.19 0.24 1.2 0.58 0.69 0.930.08 - 3.13 0.29 0.00 1.2 0.58 0.69 0.690.12 - 3.13 0.29 0.00 1.2 0.58 0.69 0.690.15 - 3.33 0.16 0.00 0.2 0.66 0.13 0.130.15 - 4.17 0.26 0.00 1.6 1.03 1.64 1.64

0.175 - 4.29 0.27 0.00 1.2 1.09 1.30 1.300.1925 - 4.55 0.28 0.00 0.4 1.22 0.49 0.49

0.21 - 4.76 0.3 0.00 0.2 1.34 0.27 0.270.24 - 6.25 0.32 0.00 0.6 2.31 1.39 1.390.48 - 6.94 0.34 0.00 0.4 2.85 1.14 1.14

TRONSON 20.049087 250 2.55 3.2 0.8 2.56 0 0.38 0.00 2.56

0.04 - 3.13 5.45 0.19 1.04 1.2 0.58 0.69 1.730.07 - 3.57 10.49 0.29 3.04 1.2 0.75 0.90 3.95

0.0875 - 4.29 10.49 0.29 3.04 1.2 1.09 1.30 4.350.1 - 5.00 5.45 0.19 1.04 1.2 1.48 1.77 2.81

TRONSON 30.049087 250 3.40 3.2 0.8 2.56 0 0.68 0.00 2.56

0.04 - 4.17 5.45 0.19 1.04 1.2 1.03 1.23 2.270.06 - 5.56 10.49 0.29 3.04 1.2 1.82 2.19 5.230.18 - 2.78 10.49 0.29 3.04 1.2 0.46 0.55 3.590.16 - 4.17 1.52 0.16 0.24 0.2 1.03 0.21 0.450.18 - 4.63 3.26 0.26 0.85 1.6 1.27 2.03 2.880.05 - 20.00 8.71 0.27 2.35 1.2 23.65 28.38 30.730.04 - 29.17 1.52 0.16 0.24 0.2 50.30 10.06 10.30

TRONSON 40.049087 250 3.40 3.2 0.8 2.56 0 0.68 0.00 2.56

0.0625 - 2.67 5.45 0.19 1.04 1.2 0.42 0.50 1.540.0875 - 3.81 10.49 0.29 3.04 1.2 0.86 1.03 4.070.0875 - 5.71 10.49 0.29 3.04 1.2 1.93 2.32 5.36

0.04 - 16.67 1.52 0.16 0.24 0.2 16.42 3.28 3.530.04 - 20.83 3.26 0.26 0.85 1.6 25.66 41.06 41.91

0.058333 - 17.14 10.49 0.29 3.04 1.2 17.38 20.85 23.89

Sreal d adoptat Vreal Dplinr*Vrec2/

2*g Dploc DpT

m2 mmH2O/ml mmH2O mmH2O mmH2O


TRONSON 1 PRINCIPAL 1.932.863.554.254.386.027.327.818.089.47

10.61

TRONSON 22.564.298.24

12.5815.39

TRONSON 32.564.83

10.0613.6514.1016.9747.7058.01

TRONSON 42.564.108.17

13.5317.0658.9682.86

Dpcum

mmH2O

denumirea elementelor total

P1.1 2curbe+confuzor cu α 15˚ 0,2+0,2+0,1=0,5P1.2 5 curbe+difuzor cu α 15˚ 0,8+0,4=1,2P1.3 3curbe+3curbe 0,6+0,6=1,2

P1.1.1 3curbe+2 curbe 0,6+0,4=1

P5 3,5+0,6=4,1

P6 0,1+0,4=0,5

tronsoane secundare

P7 0.4

P8 0,2+0,4+=0,6

P9 0.4

P10 0.4

P11 0,2+0,4+0,6=1,2

M1 (1,5)+0,2+0,2+0,4=0,8

M2 2,4+0,4=2,8

M3 0,2+0,4=0,6

M4 0,1+0,4=0,5

M5 3,5+0,6=4,1

M6 0,1+0,4=0,5

tronsonul secundar

M7 0,2+0,4=0,6

M8 0,4+0,6=1

tronsoane secundare

M9 0.4

M10 0,2+0,4+0,6=1,2M11 0.4M12 0.4

M13 0.4

E1.1 (1,5)+0,2+0,5+0,4=1,1

E1.2 0,2+0,4=0,6

E1.3 0,2+0,1+0,4=0,7

E1.4 0,1+0,4=0,5

E1.5 0,1+0,4=0,5

E1.6 2,2+0,4+0,6=3,2

E1.7 0,1+0,4=0,5

tronsonul secundar1

E1.8 0,2+0,2+0,4=0,8

E1.9 0.4

tronsonul secundar2

E1.11 0,2+0,2+0,4=0,8

E1.12 0,4+0,6=1

tronsoane secundare

E1.10 0.4

E1.13 0.4

E1.14 0,2+0,4=0,6

E1.15 0.4

Tabel cu valorile coeficientilor de rezistenta localapentru refulare

Tronson

ramificatie la separare+clapeta cu a150

confuzor+clapeta cu a 00

difuzor cu a 150

1 curba+difuzor cu a150

difuzor cu a150

difuzor cu a150

1 curba+difuzor cu a150+clapeta cu a150

(1 anemostat)+1 curba+trecere la separare+difuzor cu


trecere la separare+difuzor cu a150





difuzor cu a150+clapeta cu a150

difuzor cu a150

1 curba+difuzor cu a150+clapeta cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150



1 curba+trecere la separare+difuzor cu a15



ramificatie la separare+difuzor cu a150+clapeta cu



difuzor cu a150



difuzor cu a150

difuzor cu a150


difuzor cu a150

E1.16 0.4

E1.17 0.4

E3.1 0,2+0,6+0,4=1,2

E3.2 0,1+0,4=0,5

E3.3 0,2+2,2+0,4+0,6=3,4

E3.4 0,1+0,4=0,5

tronsonul secundar

E2.1 0,2+0,2+0,4=0,8

E2.2 0,3+0,4=0,7

E2.3 0,4+0,6=1

tronsoane secundare

E3.5 0.4

E3.6 0.4

E2.4 0.4

E2.5 0,2+0,4=0,6

E5.1 0,2+0,2+0,4=0,8

E5.2 2*0,2+0,2+0,4=1

E5.3 0,1+0,4=0,5

E5.4 0,1+0,4=0,5

E5.5 0+0,4=0,4

E5.6 0,4+0,4=0,8

E5.6 3*0,2+1,3+0,4+0,6=2,9

E5.7 0,1+0,4=0,5

tronsonul secundar

E4.1 0,2+0,2+0,4=0,8

E4.2 2*0,2+0,2+0,4=1

E4.3 0+0,4=0,4E4.4 trecere la separare 0.1E4.5 trecere la separare 0.3E4.6 0,4+0,4=0,8

E4.7 0,4+0,4=0,8

tronsoane secundare

E5.8 0.4

E5.9 0.4

E5.10 0.4

E5.11 0.4

E5.12 0.4

E4.7 0.4

E4.8 0.4

E4.9 0.4

E4.10 0.4

E4.11 0.4

E4.12 0,2+0,4+0,4=1

TE5.1 2*0,2+0,2+0,4=1

TE5.2 0,2+0,4=0,6

TE5.3 0,3+0,4=0,7

TE5.4 0+0,4=0,4

difuzor cu a150

difuzor cu a150



1 curba+ramificatie la separare+difuzor cu a150+clapeta cu





difuzor cu a150

difuzor cu a150

difuzor cu a150



2 curbe+trecere la separare+difuzor cu a15





3 curbe+ramificatie la separare+difuzor cu a150+clapeta cu



2 curbe+trecere la separare+difuzor cu a15




difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

1curba+difuzor cu a150+clapeta cu a00

(1 anemostat)+2 curbe+trecere la separare+difuzor cu




TE5.5 0,5+0,4=0,9

TE5.6 0,1+0,4=0,5

tronsonul secundar1

TE1.1 0,2+0,5+0,4=1,1

TE1.2 0,2+0,4=0,6

tronsonul secundar2

TM1 0,2+0,3+0,4=0,9

TM2 0,2+0,4=0,6

tronsoane secundare

TE4.1 0,2+0,4=0,6

TE3.1 0,2+0,4=0,6

TE2.1 0,2+0,4=0,6

TE1.3 0.4

TM3 0.4










difuzor cu a150

difuzor cu a150

Calculul aeraulic pentru reteaua de aer viciat

Debit S d a b

m/s mm mm mm mmparter tronsonul P1

P1.1 400 0.111111 3.6 0.030864 198.2863 - - -P1.2 800 0.222222 3.5 0.063492 - 251.9763 251.9763 250P1.3 1200 0.333333 3.9 0.08547 - - 341.8803 250P1.4 1600 0.444444 5 0.088889 - - 355.5556 300P1.5 2000 0.555556 5.1 0.108932 - - 363.1082 300P1.6 2400 0.666667 5.6 0.119048 - - 396.8254 300P1.7 2800 0.777778 5.7 0.136452 - - 454.8408 300P1.8 3600 1 6.8 0.147059 - - 490.1961 300

tronsoanele se echilibreaza din clapetele de reglare si din clapetele anemostatelorparter tronsonul P1 secundar

P1.1.1 400 0.111111 4 0.027778 188.1109 - - -P1.1.2 400 0.111111 4 0.027778 188.1109 - - -P1.1.3 400 0.111111 4 0.027778 188.1109 - -P1.1.4 400 0.111111 4 0.027778 188.1109 - - -P1.1.5 400 0.111111 4 0.027778 188.1109 - - -P1.1.6 400 0.111111 4 0.027778 188.1109 - - -

parter tronsonul P2 P2.1 400 0.111111 3.6 0.030864 198.2863 - - -P2.2 800 0.222222 4.2 0.05291 - 230.0219 292.398 250


P2.1.1 400 0.111111 4 0.027778 188.1109 - - -

etajul 1 tronsonul E1 cel mai dezavantajatE1.1 175 0.048611 3.2 0.015191 139.1099 - - -E1.2 325 0.090278 4 0.022569 - 150.2313 150.2313 150E1.3 500 0.138889 4.1 0.033875 - - 225.8356 150E1.4 900 0.25 4.2 0.059524 - - 396.8254 200E1.5 1150 0.319444 4.3 0.074289 - - 371.447 200E1.6 1350 0.375 5.1 0.073529 - - 367.6471 200E1.7 1475 0.409722 5.2 0.078793 - - 393.9637 200E1.8 1550 0.430556 5.4 0.079733 - - 398.6626 200E1.9 1655 0.459722 5.6 0.082093 - - 410.4663 200

E1.10 1830 0.508333 6 0.084722 - - 423.6111 200E1.11 2030 0.563889 6.1 0.092441 - - 462.204 300E1.12 3030 0.841667 6.2 0.135753 - - 452.509 400E1.13 6660 1.85 6.9 0.268116 - - 670.2899 500E1.14 9860 2.738889 7.1 0.385759 - - 771.518 600E1.15 12790 3.552778 7.5 0.473704 - - 789.5062 700

tronsoanele se echilibreaza din clapetele de reglare si din clapetele anemostateloretajul 1 tronsonul E1 secundar

E1.1.1 150 0.041667 5.5 0.007576 98.2377 - - -E1.1.2 175 0.048611 4 0.012153 124.4237 - - -E1.1.3 400 0.111111 4 0.027778 188.1109 - - -E1.1.4 250 0.069444 4 0.017361 148.7147 - - -E1.1.5 200 0.055556 4 0.013889 133.0145 - - -E1.1.6 125 0.034722 4.5 0.007716 99.14314 - - -E1.1.7 75 0.020833 4 0.005208 81.4544 - - -E1.1.8 105 0.029167 4 0.007292 96.37815 - - -

Nr tronson veco aadoptat

m3/h m3/s m2

E1.1.9 175 0.048611 4 0.012153 124.4237 - - -E1.1.10 200 0.055556 4 0.013889 133.0145 - - -

etajul 1 tronsonul E2E2.1 25 0.006944 3.3 0.002 51.776 - - -E2.2 50 0.013889 4.3 0.003 - 56.83286 56.83286 100E2.3 155 0.043056 4.4 0.010 - - 73.2 100E2.4 240 0.066667 4.5 0.015 - - 148.1481 150E2.5 440 0.122222 4.8 0.025 - - 169.7531 150E2.6 615 0.170833 5.2 0.033 - - 219.0171 150E2.7 685 0.190278 5.8 0.033 - - 218.7101 150E2.8 935 0.259722 6.5 0.040 - - 266.3818 150E2.9 985 0.273611 6.8 0.040 - - 268.2462 150

E2.10 1000 0.277778 6.9 0.040 - - 268.3843 150tronsoanele se echilibreaza din clapetele de reglare si din clapetele anemostatelor

etajul 1 tronsonul E2 secundarE2.1.1 25 0.006944 4 0.002 47.028 - - -E2.1.2 105 0.029167 4 0.007 96.378 - - -E2.1.3 85 0.023611 4 0.006 86.715 - - -E2.1.4 200 0.055556 4 0.014 133.01 - - -E2.1.5 175 0.048611 4 0.012 124.42 - - -E2.1.6 70 0.019444 4 0.005 78.69 - - -E2.1.7 250 0.069444 4 0.017 148.71 - - -E2.1.8 50 0.013889 4 0.003 66.51 - - -E2.1.9 75 0.020833 4 0.005 81.45 - - -

etajul 2 tronsonul E1 E1.1 175 0.048611 3.1 0.015681 141.3358 - - -E1.2 350 0.097222 4.3 0.02261 - 150.3656 150.3656 150E1.3 525 0.145833 4.4 0.033144 - - 220.9596 150E1.4 600 0.166667 4.5 0.037037 - - 246.9136 200E1.5 875 0.243056 4.6 0.052838 - - 264.1908 200E1.6 1125 0.3125 4.7 0.066489 - - 332.4468 200E1.7 1200 0.333333 4.9 0.068027 - - 340.1361 200E1.8 1250 0.347222 5 0.069444 - - 347.2222 250E1.9 1775 0.493056 5.2 0.094818 - - 379.274 250

E1.10 1880 0.522222 5.4 0.096708 - - 386.8313 250E1.11 1955 0.543056 5.7 0.095273 - - 381.0916 250E1.12 2130 0.591667 5.8 0.102011 - - 408.046 300


E1.1.1 175 0.048611 4 0.012 124.424 - - -E1.1.2 175 0.048611 4 0.012 124.424 - - -E1.1.3 75 0.020833 4 0.005 81.454 - - -E1.1.4 275 0.076389 4 0.019 155.973 - - -E1.1.5 250 0.069444 4 0.017 148.715 - - -E1.1.6 75 0.020833 4 0.005 81.454 - - -E1.1.7 50 0.013889 4 0.003 66.507 - - -E1.1.8 425 0.118056 4 0.030 193.900 - - -E1.1.9 100 0.027778 4 0.007 94.055 - - -

E1.1.10 105 0.029167 4 0.007 96.378 - - -E1.1.11 75 0.020833 4 0.005 81.454 - - -E1.1.12 175 0.048611 4 0.012 124.424 - - -

etajul 2 tronsonul E2 E2.1 350 0.097222 3.1 0.031362 199.879 - - -E2.2 450 0.125 3.9 0.032051 - 179.0287 179.0287 200E2.3 600 0.166667 4 0.041667 - - 208.3333 200

E2.4 800 0.222222 4.8 0.046296 - - 231.4815 200E2.5 925 0.256944 5.4 0.047582 - - 237.9115 200E2.6 1100 0.305556 5.8 0.052682 - - 263.41 200E2.7 1300 0.361111 6.1 0.059199 - - 295.9927 200E2.8 1500 0.416667 6.2 0.067204 - - 336.0215 200


E2.1.1 100 0.027778 4 0.007 94.055 - - -E2.1.2 150 0.041667 4 0.010 115.194 - - -E2.1.3 200 0.055556 4 0.014 133.014 - - -E2.1.4 125 0.034722 4 0.009 105.157 - - -E2.1.5 175 0.048611 4 0.012 124.424 - - -E2.1.6 200 0.055556 4 0.014 133.014 - - -E2.1.7 200 0.055556 4 0.014 133.014 - - -

etajul 3 tronsonul E1E1.1 175 0.048611 3.1 0.015681 141.3358 - - -E1.2 350 0.097222 4.5 0.021605 - 146.9862 146.9862 150E1.3 525 0.145833 4.6 0.031703 - - 211.3527 200E1.4 775 0.215278 4.8 0.04485 - - 224.2477 200E1.5 1100 0.305556 5 0.061111 - - 305.5556 200E1.6 1400 0.388889 5.3 0.073375 - - 366.8763 200E1.7 1505 0.418056 5.4 0.077418 - - 387.0885 200E1.8 1655 0.459722 5.6 0.082093 - - 410.4663 200E1.9 1755 0.4875 5.7 0.085526 - - 427.6316 250


E1.1.1 175 0.048611 4 0.012 124.424 - - -E1.1.2 175 0.048611 4 0.012 124.424 - - -E1.1.3 250 0.069444 4 0.017 148.715 - - -E1.1.4 325 0.090278 4 0.023 169.561 - - -E1.1.5 300 0.083333 4 0.021 162.909 - - -E1.1.6 105 0.029167 4 0.007 96.378 - - -E1.1.7 150 0.041667 4 0.010 115.194 - - -E1.1.8 100 0.027778 4 0.007 94.055 - - -

etajul 3 tronsonul E2E2.1 250 0.069444 3 0.023148 171.721 - - -E2.2 500 0.138889 4.5 0.030864 - 175.6821 175.6821 200E2.3 800 0.222222 4.9 0.045351 - - 226.7574 250E2.4 1050 0.291667 5.3 0.055031 - - 220.1258 250E2.5 1300 0.361111 5.5 0.065657 - - 262.6263 250E2.6 1370 0.380556 5.9 0.064501 - - 258.0038 250E2.7 1445 0.401389 6.2 0.06474 - - 258.9606 250


E2.1.1 250 0.069444 4 0.017 148.715 - - -E2.1.2 300 0.083333 4 0.021 162.909 - - -E2.1.3 250 0.069444 4 0.017 148.715 - - -E2.1.4 250 0.069444 4 0.017 148.715 - - -E2.1.5 70 0.019444 4 0.005 78.692 - - -E2.1.6 75 0.020833 4 0.005 81.454 - - -

etajul 4 tronsonul E1E1.1 175 0.048611 3.2 0.015191 139.1099 - - -E1.2 475 0.131944 4.5 0.029321 - 171.2337 171.2337 150E1.3 600 0.166667 4.8 0.034722 - - 231.4815 200

E1.4 725 0.201389 4.9 0.0411 - - 205.4989 200E1.5 950 0.263889 5.3 0.04979 - - 248.9518 200E1.6 1125 0.3125 5.6 0.055804 - - 279.0179 200E1.7 1300 0.361111 6.1 0.059199 - - 295.9927 200E1.8 1405 0.390278 6.2 0.062948 - - 314.7401 200E1.9 1480 0.411111 6.3 0.065256 - - 326.2787 200

E.1.10 1555 0.431944 6.5 0.066453 - - 332.265 200tronsoanele se echilibreaza din clapetele de reglare si din clapetele anemostatelor

etajul 4 tronsonul E1 secundarE1.1.1 300 0.083333 4 0.021 162.909 - - -E1.1.2 125 0.034722 4.5 0.008 99.143 - - -E1.1.3 125 0.034722 4.5 0.008 99.143E1.1.4 225 0.0625 4 0.016 141.083 - - -E1.1.5 175 0.048611 4 0.012 124.424 - - -E1.1.6 175 0.048611 4 0.012 124.424 - - -E1.1.7 105 0.029167 4 0.007 96.378 - - -E1.1.8 75 0.020833 4 0.005 81.454 - - -E1.1.9 75 0.020833 4 0.005 81.454 - - -

etajul 4 tronsonul E2E2.1 250 0.069444 3 0.023148 171.721 152.1452 - -E2.2 500 0.138889 4.5 0.030864 - 175.6821 175.6821 200E2.3 600 0.166667 4.6 0.036232 - - 181.1594 200E2.4 700 0.194444 5.3 0.036688 - - 183.4382 200E2.5 775 0.215278 5.5 0.039141 - - 195.7071 200E2.6 825 0.229167 5.6 0.040923 - - 204.6131 200E2.7 950 0.263889 5.8 0.045498 - - 227.4904 200E2.8 1000 0.277778 6 0.046296 - - 231.4815 200E2.9 1100 0.305556 6.2 0.049283 - - 246.4158 200

E2.10 1200 0.333333 6.5 0.051282 - - 256.4103 200E2.11 1250 0.347222 6.6 0.052609 - - 263.0471 200E2.12 1375 0.381944 6.9 0.055354 - - 276.7713 200


E2.1.1 250 0.069444 4 0.017 148.715 - - -E2.1.2 100 0.027778 4 0.007 94.055 - - -E2.1.3 100 0.027778 4 0.007 94.055 - - -E2.1.4 75 0.020833 4 0.005 81.454 - - -E2.1.5 50 0.013889 4 0.003 66.507 - - -E2.1.6 125 0.034722 4.5 0.008 99.143 - - -E2.1.7 50 0.013889 4 0.003 66.507 - - -E2.1.8 100 0.027778 4 0.007 94.055 - - -E2.1.9 100 0.027778 4 0.007 94.055 - - -

E2.1.10 50 0.013889 4 0.003 66.507 - - -E2.1.11 125 0.034722 4.5 0.008 99.143 - - -

etajul 5 tronsonul E1 E1.1 350 0.097222 3.2 0.030382 196.7311 - - -E1.2 700 0.194444 4.9 0.039683 - 199.2048 199.2048 200E1.3 1050 0.291667 5.9 0.049435 - - 247.1751 250E1.4 1450 0.402778 6.1 0.066029 - - 264.1166 250E1.5 1850 0.513889 6.2 0.082885 - - 331.5412 300E1.6 2250 0.625 6.3 0.099206 - - 330.6878 300E1.7 2650 0.736111 6.5 0.113248 - - 377.4929 350E1.8 3050 0.847222 6.7 0.126451 - - 361.2888 350E1.9 3450 0.958333 6.9 0.138889 - - 396.8254 350

tronsoanele se echilibreaza din clapetele de reglare si din clapetele anemostatelor

etajul 5 tronsonul E1 secundarE1.1.1 350 0.097222 4 0.024 175.962 - - -E1.1.2 350 0.097222 4 0.024 175.962 - - -E1.1.3 400 0.111111 4 0.028 188.111 - - -E1.1.4 400 0.111111 4 0.028 188.111 - - -E1.1.5 400 0.111111 4 0.028 188.111 - - -E1.1.6 400 0.111111 4 0.028 188.111 - - -E1.1.7 400 0.111111 4 0.028 188.111 - - -E1.1.8 400 0.111111 4 0.028 188.111 - - -


l R Sx

mm mm m/s mparter tronsonul P1

- 0.031 200 3.60 2.21 0.55 1.22 0 0.77300 0.075 - 2.96 1.99 0.1 0.20 0.6 0.52300 0.075 - 4.44 2.19 0.17 0.37 0.2 1.17400 0.12 - 3.70 1.22 0.2 0.24 0.6 0.81400 0.12 - 4.63 3.38 0.22 0.74 0.4 1.27400 0.12 - 5.56 1.25 0.25 0.31 0.2 1.82500 0.15 - 5.19 1.32 0.27 0.36 0.6 1.59500 0.15 - 6.67 1.67 0.4 0.67 0.4 2.63


- 0.028 200 4.00 1.6 0.4 0.64 0 0.95- 0.028 200 4.00 1.6 0.4 0.64 0 0.95

0.028 200 4.00 1.6 0.4 0.64 0 0.95- 0.028 200 4.00 1.26 0.31 0.39 0 0.95- 0.028 200 4.00 1 0.25 0.25 0 0.95- 0.028 200 4.00 1.57 0.39 0.61 0 0.95parter tronsonul P2

- 0.030864 200 3.60 4.37 1.09 4.76 0 0.77300 0.075 - 2.96 2.62 0.15 0.39 0.8 0.52


- 0.027778 200 4.00 0.71 0.17 0.12 0 0.95

etajul 1 tronsonul E1 cel mai dezavantajat- 0.015191 160 3.20 5.25 1.31 6.88 0 0.61

150 0.0225 - 4.01 1.94 0.15 0.29 0.2 0.95250 0.0375 - 3.70 4.8 0.09 0.43 0.6 0.81400 0.08 - 3.13 8.42 0.2 1.68 0.6 0.58400 0.08 - 3.99 5.86 0.22 1.29 0.2 0.94400 0.08 - 4.69 2.51 0.24 0.60 0.2 1.30400 0.08 - 5.12 1.95 0.25 0.49 0.2 1.55400 0.08 - 5.38 2.76 0.27 0.75 0.2 1.71450 0.09 - 5.11 2.82 0.28 0.79 0.6 1.54450 0.09 - 5.65 6.7 0.3 2.01 0.2 1.89500 0.15 - 3.76 5.65 0.35 1.98 0.6 0.84500 0.20 - 4.21 3.7 0.4 1.48 0 1.05700 0.35 - 5.29 3.7 0.4 1.48 0 1.65800 0.48 - 5.71 3.7 0.4 1.48 0 1.92800 0.56 - 6.34 3.7 0.4 1.48 0 2.38


- 0.007576 100 5.50 0.44 0.11 0.05 0 1.79- 0.012153 125 4.00 7.54 1.88 14.18 0 0.95- 0.027778 200 4.00 3.55 0.88 3.12 0 0.95- 0.017361 160 4.00 0.9 0.22 0.20 0 0.95- 0.013889 160 4.00 8.08 2.02 16.32 0 0.95- 0.008 100 4.50 1.78 0.44 0.78 0 1.20- 0.005 100 4.00 2.05 0.51 1.05 0 0.95- 0.007292 100 4.00 9.6 2.4 23.04 0 0.95

badoptat Sreal d adoptat Vreal Dplinr*Vrec2/

2*g

m2 mmH2O/ml mmH2O

- 0.012153 125 4.00 1.61 0.4 0.64 0 0.95- 0.013889 160 4.00 1.01 0.25 0.25 0 0.95etajul 1 tronsonul E2

- 0.002104 80 3.30 2.25 0.56 1.26 0 0.64100 0.01 - 1.39 2.55 0.3 0.76 0.6 0.11100 0.01 - 4.31 2.19 0.25 0.55 0.2 1.10150 0.0225 - 2.96 1.85 0.17 0.31 0.6 0.52150 0.0225 - 5.43 5.72 0.19 1.09 0.2 1.74200 0.03 - 5.69 3.81 0.14 0.53 0.6 1.92200 0.03 - 6.34 8 0.15 1.20 0.4 2.38250 0.0375 - 6.93 1.85 0.12 0.22 0.6 2.84250 0.0375 - 7.30 1.97 0.1 0.20 0.2 3.15300 0.045 - 6.17 3.73 0.15 0.56 0.8 2.25


- 0.001736 80 4.00 0.45 0.11 0.05 0 0.95- 0.007292 100 4.00 1.95 0.48 0.94 0 0.95- 0.005903 80 4.00 6.66 1.66 11.06 0 0.95- 0.013889 160 4.00 6.66 1.66 11.06 0 0.95- 0.012153 125 4.00 1.26 0.31 0.39 0 0.95- 0.004861 100 4.00 1.78 0.44 0.78 0 0.95- 0.017361 160 4.00 0.87 0.21 0.18 0 0.95- 0.003472 100 4.00 2.77 0.69 1.91 0 0.95- 0.005208 100 4.00 0.95 0.23 0.22 0 0.95

etajul 2 tronsonul E1 - 0.015681 160 3.10 2.95 0.73 2.15 0 0.57

150 0.0225 - 4.32 4.25 0.17 0.72 0.2 1.10250 0.0375 - 3.89 2.58 0.16 0.41 0.6 0.89250 0.05 - 3.33 6.72 0.18 1.21 0.4 0.66300 0.06 - 4.05 3.75 0.15 0.56 0.6 0.97350 0.07 - 4.46 6.84 0.12 0.82 0.6 1.18350 0.07 - 4.76 0.58 0.2 0.12 0.2 1.34350 0.0875 - 3.97 1.44 0.22 0.32 0.2 0.93400 0.1 - 4.93 4.36 0.25 1.09 0.6 1.44400 0.1 - 5.22 3.25 0.27 0.88 0.2 1.61400 0.1 - 5.43 5.48 0.29 1.59 0.25 1.74450 0.135 - 4.38 4.5 0.3 1.35 0.8 1.14


- 0.012153 125 4.00 2.3 0.57 1.31 0 0.95- 0.012153 125 4.00 7.83 1.95 15.27 0 0.95- 0.005208 100 4.00 1.75 0.43 0.75 0 0.95- 0.019097 160 4.00 1.84 0.46 0.85 0 0.95- 0.017361 160 4.00 1.36 0.34 0.46 0 0.95- 0.005208 100 4.00 14.02 3.5 49.07 0 0.95- 0.003472 100 4.00 7.75 1.93 14.96 0 0.95- 0.029514 200 4.00 1.76 0.44 0.77 0 0.95- 0.006944 100 4.00 11.3 2.82 31.87 0 0.95- 0.007292 100 4.00 9.61 2.4 23.06 0 0.95- 0.005208 100 4.00 1.76 0.44 0.77 0 0.95- 0.012153 125 4.00 1.76 0.44 0.77 0 0.95


200 0.04 - 3.13 1.55 0.19 0.29 0.2 0.58250 0.05 - 3.33 3.92 0.2 0.78 0.6 0.66

250 0.05 - 4.44 1.84 0.3 0.55 0.2 1.17250 0.05 - 5.14 2.56 0.2 0.51 0.2 1.56300 0.06 - 5.09 3.87 0.27 1.04 0.6 1.53300 0.06 - 6.02 7.84 0.2 1.57 0.4 2.14350 0.07 - 5.95 5.64 0.3 1.69 0.8 2.09


- 0.006944 100 4.00 6.53 1.63 10.64 0 0.95- 0.010417 125 4.00 6.53 1.63 10.64 0 0.95- 0.013889 160 4.00 1.26 0.31 0.39 0 0.95- 0.008681 100 4.00 7.73 1.93 14.92 0 0.95- 0.012153 125 4.00 5.31 1.32 7.01 0 0.95- 0.013889 160 4.00 3.86 0.96 3.71 0 0.95- 0.013889 160 4.00 1.24 0.31 0.38 0 0.95

etajul 3 tronsonul E1- 0.015681 160 3.10 4.75 1.18 5.60 0 0.57

150 0.0225 - 4.32 2.82 0.26 0.73 0.2 1.10250 0.05 - 2.92 7.12 0.32 2.28 0.6 0.50250 0.05 - 4.31 5.57 0.34 1.89 0.4 1.10350 0.07 - 4.37 5.99 0.35 2.10 0.6 1.13400 0.08 - 4.86 7.21 0.41 2.96 0.6 1.40400 0.08 - 5.23 2.72 0.45 1.22 0.2 1.61450 0.09 - 5.11 5.42 0.4 2.17 0.6 1.54450 0.1125 - 4.33 5.12 0.45 2.30 0.4 1.11


- 0.012153 125 4.00 0.51 0.12 0.06 0 0.95- 0.012153 125 4.00 7.96 1.99 15.84 0 0.95- 0.017361 160 4.00 1.18 0.29 0.34 0 0.95- 0.022569 200 4.00 1.16 0.29 0.34 0 0.95- 0.0208 200 4.00 8.1 2.02 16.36 0 0.95- 0.0073 100 4.00 9.6 2.4 23.04 0 0.95- 0.0104 125 4.00 1.76 0.44 0.77 0 0.95- 0.0069 100 4.00 1.76 0.44 0.77 0 0.95


200 0.04 - 3.47 6.87 0.27 1.85 0.2 0.71250 0.0625 - 3.56 4.16 0.29 1.21 0.6 0.75250 0.0625 - 4.67 5.72 0.33 1.89 0.2 1.29300 0.075 - 4.81 4.67 0.34 1.59 0.6 1.37300 0.075 - 5.07 3.43 0.35 1.20 0.2 1.52300 0.075 - 5.35 2.25 0.4 0.90 0.6 1.69


- 0.017361 160 4.00 1.26 0.31 0.39 0 0.95- 0.020833 200 4.00 1.34 0.33 0.44 0 0.95- 0.017361 160 4.00 1.55 0.38 0.59 0 0.95- 0.017361 160 4.00 3.94 0.98 3.86 0 0.95- 0.004861 100 4.00 1.57 0.39 0.61 0 0.95- 0.005208 100 4.00 1.73 0.43 0.74 0 0.95


200 0.03 - 4.40 9.52 0.26 2.48 0.6 1.14250 0.05 - 3.33 6.66 0.28 1.86 0.6 0.66

250 0.05 - 4.03 6.12 0.3 1.84 0.2 0.96250 0.05 - 5.28 1.35 0.33 0.45 0.2 1.65300 0.06 - 5.21 2.55 0.35 0.89 0.6 1.60300 0.06 - 6.02 2.75 0.3 0.83 0.2 2.14350 0.07 - 5.58 2.99 0.4 1.20 0.6 1.84350 0.07 - 5.87 4.55 0.42 1.91 0.2 2.04350 0.07 - 6.17 5.58 0.43 2.40 0.4 2.25


- 0.020833 200 4.00 1.33 0.33 0.44 0 0.95- 0.007716 100 4.50 1.31 0.32 0.42 0 1.20

0.007716 100 4.50 0.9 0.22 0.20 0 1.20- 0.015625 160 4.00 12.76 3.2 40.83 0 0.95- 0.012153 125 4.00 1.16 0.29 0.34 0 0.95- 0.012153 125 4.00 1.16 0.29 0.34 0 0.95- 0.007292 100 4.00 10.8 2.7 29.16 0 0.95- 0.005208 100 4.00 1.76 0.44 0.77 0 0.95- 0.005208 100 4.00 1.76 0.44 0.77 0 0.95

etajul 4 tronsonul E2- 0.023148 200 3.00 9.15 0.3 2.75 0.4 0.53

200 0.04 - 3.47 4.81 0.28 1.35 0.2 0.71200 0.04 - 4.17 1.29 0.28 0.36 0.2 1.03200 0.04 - 4.86 0.98 0.3 0.29 0.2 1.40200 0.04 - 5.38 1.51 0.32 0.48 0.2 1.71250 0.05 - 4.58 2.36 0.25 0.59 0.6 1.24250 0.05 - 5.28 1.58 0.35 0.55 0.2 1.65250 0.05 - 5.56 0.8 0.36 0.29 0.4 1.82250 0.05 - 6.11 3.75 0.37 1.39 0.2 2.21300 0.06 - 5.56 4.25 0.39 1.66 0.6 1.82300 0.06 - 5.79 4.42 0.4 1.77 0.4 1.98300 0.06 - 6.37 1.27 0.42 0.53 0.4 2.40


- 0.017361 160 4.00 1.26 0.31 0.39 0 0.95- 0.006944 100 4.00 1.86 0.46 0.86 0 0.95- 0.006944 100 4.00 7.13 1.78 12.69 0 0.95- 0.005208 100 4.00 4.86 1.21 5.88 0 0.95- 0.003472 100 4.00 1.27 0.31 0.39 0 0.95- 0.007716 100 4.50 2.92 0.73 2.13 0 1.20- 0.003472 100 4.00 3.84 0.96 3.69 0 0.95- 0.006944 100 4.00 3.03 0.75 2.27 0 0.95- 0.006944 100 4.00 1.47 0.36 0.53 0 0.95- 0.003472 100 4.00 0.97 0.24 0.23 0 0.95- 0.007716 100 4.50 1.22 0.3 0.37 0 1.20


200 0.04 - 4.86 3.14 0.2 0.63 0.2 1.40250 0.0625 - 4.67 7.97 0.3 2.39 0.6 1.29300 0.075 - 5.37 3.2 0.32 1.02 0.8 1.71350 0.105 - 4.89 2.35 0.34 0.80 0.6 1.42350 0.105 - 5.95 0.91 0.35 0.32 0.2 2.09400 0.14 - 5.26 2.05 0.3 0.61 0.6 1.63400 0.14 - 6.05 1.34 0.35 0.47 0.2 2.17400 0.14 - 6.85 4.82 0.4 1.93 0.4 2.77


etajul 5 tronsonul E1 secundar- 0.024306 200 4.00 1.52 0.38 0.58 0 0.95- 0.024306 200 4.00 1.2 0.3 0.36 0 0.95- 0.027778 200 4.00 3.26 0.81 2.64 0 0.95- 0.027778 200 4.00 2.35 0.58 1.36 0 0.95- 0.027778 200 4.00 1.14 0.28 0.32 0 0.95- 0.027778 200 4.00 2.35 0.58 2.88 0 0.95- 0.027778 200 4.00 2.35 0.58 2.88 0 0.95- 0.027778 200 4.00 1.78 0.44 2.88 0 0.95


parter tronsonul P10.00 1.22 1.220.31 0.51 1.730.23 0.61 2.330.49 0.73 3.060.51 1.25 4.310.36 0.68 4.990.95 1.31 6.301.05 1.72 8.02


0.00 0.64 0.640.00 0.64 0.640.00 0.64 0.640.00 0.39 0.390.00 0.25 0.250.00 0.61 0.61

parter tronsonul P2 0.00 4.76 4.760.42 0.81 5.57


0.00 0.12 0.12

etajul 1 tronsonul E1 cel mai dezavantajat0.00 6.88 6.880.19 0.48 7.360.49 0.92 8.280.35 2.03 10.310.19 1.48 11.790.26 0.86 12.650.31 0.80 13.450.34 1.09 14.530.93 1.72 16.250.38 2.39 18.640.50 2.48 21.110.00 1.48 22.590.00 1.48 24.070.00 1.48 25.550.00 1.48 27.03


0.00 0.05 0.050.00 14.18 14.220.00 3.12 17.350.00 0.20 17.550.00 16.32 33.870.00 0.78 34.650.00 1.05 35.700.00 23.04 58.74

Dploc DpT Dpcum

mmH2O mmH2O mmH2O

0.00 0.64 59.380.00 0.25 59.63

etajul 1 tronsonul E20.00 1.26 1.260.07 0.83 2.090.22 0.77 2.860.31 0.63 3.490.35 1.44 4.921.15 1.68 6.610.95 2.15 8.761.70 1.92 10.680.63 0.83 11.511.80 2.36 13.87


0.00 0.05 0.050.00 0.94 0.990.00 11.06 12.040.00 11.06 23.100.00 0.39 23.490.00 0.78 24.270.00 0.18 24.450.00 1.91 26.360.00 0.22 26.58

etajul 2 tronsonul E1 0.00 2.15 2.150.22 0.94 3.100.54 0.95 4.050.26 1.47 5.520.58 1.14 6.660.71 1.53 8.190.27 0.38 8.570.19 0.50 9.080.86 1.95 11.030.32 1.20 12.230.44 2.03 14.260.91 2.26 16.51


0.00 1.31 1.310.00 15.27 16.580.00 0.75 17.330.00 0.85 18.180.00 0.46 18.640.00 49.07 67.710.00 14.96 82.670.00 0.77 83.440.00 31.87 115.310.00 23.06 106.510.00 0.77 107.280.00 0.77 108.06

etajul 2 tronsonul E2 0.00 5.27 5.270.12 0.41 5.680.39 1.18 6.86

0.23 0.79 7.650.31 0.82 8.470.92 1.96 10.440.86 2.42 12.861.68 3.37 16.23


0.00 10.64 10.640.00 10.64 21.290.00 0.39 21.680.00 14.92 36.600.00 7.01 43.610.00 3.71 47.310.00 0.38 47.70

etajul 3 tronsonul E10.00 5.60 5.600.22 0.95 6.560.30 2.58 9.140.44 2.33 11.470.68 2.77 14.240.84 3.79 18.040.32 1.55 19.590.93 3.09 22.680.44 2.75 25.43


0.00 0.06 0.060.00 15.84 15.900.00 0.34 16.240.00 0.34 16.580.00 16.36 32.940.00 23.04 55.980.00 0.77 56.760.00 0.77 57.53

etajul 3 tronsonul E20.00 13.27 13.270.14 2.00 15.270.45 1.65 16.920.26 2.15 19.070.82 2.41 21.480.30 1.50 22.981.02 1.92 24.90


0.00 0.39 0.390.00 0.44 0.830.00 0.59 1.420.00 3.86 5.280.00 0.61 5.900.00 0.74 6.64

etajul 4 tronsonul E10.00 5.14 5.140.69 3.16 8.300.39 2.26 10.56

0.19 2.03 12.590.33 0.77 13.360.96 1.85 15.220.43 1.25 16.471.10 2.30 18.770.41 2.32 21.090.90 3.30 24.39


0.00 0.44 0.440.00 0.42 0.860.00 0.20 1.060.00 40.83 41.890.00 0.34 42.220.00 0.34 42.560.00 29.16 71.720.00 0.77 72.500.00 0.77 73.27

etajul 4 tronsonul E20.21 2.96 2.960.14 1.49 4.450.21 0.57 5.010.28 0.57 5.590.34 0.83 6.410.75 1.34 7.750.33 0.88 8.630.73 1.02 9.650.44 1.83 11.481.09 2.75 14.230.79 2.56 16.790.96 1.49 18.28


0.00 0.39 0.390.00 0.86 1.250.00 12.69 13.940.00 5.88 19.820.00 0.39 20.210.00 2.13 22.340.00 3.69 26.030.00 2.27 24.620.00 0.53 26.560.00 0.23 26.260.00 0.37 24.98

etajul 5 tronsonul E1 0.00 0.35 0.350.28 0.91 1.250.77 3.16 4.421.36 2.39 6.800.85 1.65 8.450.42 0.74 9.190.98 1.60 10.790.43 0.90 11.691.11 3.04 14.72


etajul 5 tronsonul E1 secundar0.00 0.58 0.580.00 0.36 0.940.00 2.64 3.580.00 1.36 4.940.00 0.32 5.260.00 2.88 8.140.00 2.88 11.020.00 2.88 13.90

denumirea elementelor total

CV1

P1 (1,5)+0,2+0,2+0,4=0,8

P2 2,4+0,4=2,8

P3 0,2+0,4=0,6P4 0,1+0,4=0,5

P5 3,5+0,6=4,1

P6 0,1+0,4=0,5

tronsoane secundare

P7 0.4

P8 0,2+0,4+=0,6

P9 0.4

P10 0.4

P11 0,2+0,4+0,6=1,2

CV2

M1 (1,5)+0,2+0,2+0,4=0,8

M2 2,4+0,4=2,8

M3 0,2+0,4=0,6

M4 0,1+0,4=0,5

M5 3,5+0,6=4,1

M6 0,1+0,4=0,5

tronsonul secundar

M7 0,2+0,4=0,6

M8 0,4+0,6=1

tronsoane secundare

M9 0.4

M10 0,2+0,4+0,6=1,2M11 0.4M12 0.4

M13 0.4

CV4

E1.1 (1,5)+0,2+0,5+0,4=1,1

E1.2 0,2+0,4=0,6

E1.3 0,2+0,1+0,4=0,7

E1.4 0,1+0,4=0,5

E1.5 0,1+0,4=0,5

E1.6 2,2+0,4+0,6=3,2

E1.7 0,1+0,4=0,5

tronsonul secundar1

E1.8 0,2+0,2+0,4=0,8

E1.9 0.4

tronsonul secundar2

E1.11 0,2+0,2+0,4=0,8

E1.12 0,4+0,6=1

tronsoane secundare

E1.10 0.4

E1.13 0.4

E1.14 0,2+0,4=0,6

Tabel cu valorile coeficientilor de rezistenta localapentru refulare

Tronson


ramificatie la separare+difuzor cu a15

trecere la separare+difuzor cu a15trecere la separare+difuzor cu a15

ramificatie la separare+clapeta cu aconfuzor+clapeta cu a 00

difuzor cu a 150


difuzor cu a150

difuzor cu a150

1 curba+difuzor cu a150+clapeta cu a


ramificatie la separare+clapeta cu atrecere la separare+difuzor cu a15


ramificatie la separare+clapeta cu aconfuzor+clapeta cu a 00



difuzor cu a150

1 curba+difuzor cu a150+clapeta cu adifuzor cu a150

difuzor cu a150

difuzor cu a150



1 curba+trecere la separare+difuzor cu



ramificatie la separare+difuzor cu a150+clapeta cu



difuzor cu a150



difuzor cu a150

difuzor cu a150


E1.15 0.4

E1.16 0.4

E1.17 0.4

CV5

E3.1 0,2+0,6+0,4=1,2

E3.2 0,1+0,4=0,5

E3.3 0,2+2,2+0,4+0,6=3,4

E3.4 0,1+0,4=0,5

tronsonul secundar

E2.1 0,2+0,2+0,4=0,8

E2.2 0,3+0,4=0,7

E2.3 0,4+0,6=1

tronsoane secundare

E3.5 0.4

E3.6 0.4

E2.4 0.4

E2.5 0,2+0,4=0,6

CV6

E5.1 0,2+0,2+0,4=0,8

E5.2 2*0,2+0,2+0,4=1

E5.3 0,1+0,4=0,5

E5.4 0,1+0,4=0,5

E5.5 0+0,4=0,4

E5.6 0,4+0,4=0,8

E5.6 3*0,2+1,3+0,4+0,6=2,9

E5.7 0,1+0,4=0,5

tronsonul secundar

E4.1 0,2+0,2+0,4=0,8

E4.2 2*0,2+0,2+0,4=1

E4.3 0+0,4=0,4E4.4 trecere la separare 0.1E4.5 trecere la separare 0.3E4.6 0,4+0,4=0,8

E4.7 0,4+0,4=0,8

tronsoane secundare

E5.8 0.4

E5.9 0.4

E5.10 0.4

E5.11 0.4

E5.12 0.4

E4.7 0.4

E4.8 0.4

E4.9 0.4

E4.10 0.4

E4.11 0.4

E4.12 0,2+0,4+0,4=1

CV6

TE5.1 2*0,2+0,2+0,4=1

TE5.2 0,2+0,4=0,6

TE5.3 0,3+0,4=0,7

difuzor cu a150

difuzor cu a150

difuzor cu a150



1 curba+ramificatie la separare+difuzor cu a150+clapeta cu





difuzor cu a150

difuzor cu a150

difuzor cu a150



2 curbe+trecere la separare+difuzor cu





3 curbe+ramificatie la separare+difuzor cu a150+clapeta cu



2 curbe+trecere la separare+difuzor cu




difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

difuzor cu a150

1curba+difuzor cu a150+clapeta cu a

(1 anemostat)+2 curbe+trecere la separare+difuzor cu



TE5.4 0+0,4=0,4

TE5.5 0,5+0,4=0,9

TE5.6 0,1+0,4=0,5

tronsonul secundar1

TE1.1 0,2+0,5+0,4=1,1

TE1.2 0,2+0,4=0,6

tronsonul secundar2

TM1 0,2+0,3+0,4=0,9

TM2 0,2+0,4=0,6

tronsoane secundare

TE4.1 0,2+0,4=0,6

TE3.1 0,2+0,4=0,6

TE2.1 0,2+0,4=0,6

TE1.3 0.4

TM3 0.4











difuzor cu a150

difuzor cu a150


Sarcina de racire

PARTER

1 P01 SALA DISCOTECA PARTER 35668.62 35.67 VC-20 7.1 1220

8 P08 FOYER 2612.52 2.61 VC-08 2.85 490

ETAJ

10 E01 SALA DISCOTECA ETAJ 33196.91 33.20 VC-20 7.1 1220

14 E05 CAMERA DJ 1297.78 1.30 VC-04 1.8 450

16 E07 BIROU 2378.41 2.38 VC-08 2.85 490

TOTAL 87333.00 21.7 3870

Ventiloconvectoare VC-12 Pinst parter=67,65 kwbuc=22 Pinst etaj =54 kw



Nr. crt

Incaperi

deservite

Denumire agregat TRANE

Capacitate de racire

kW

Debit de aer

(QV)

[W] [kW] [m3/h]


Debit apabuc.

1720 0.478 1.72 7/12 27/19 50 5 8 56.8

688 0.191 0.688 7/12 27/19 8 0.8 1 2.85

1720 0.478 1.72 7/12 27/19 50 5 6 42.6

413 0.115 0.413 7/12 27/19 3.2 0.32 1 1.8

688 0.191 0.688 7/12 27/19 8 0.8 1 2.85 44.4

5229 1.453 5.229 119.2 11.92 17 106.9

Temperatura apei Temperatura

aerPierderea de

sarcinaPuterea Instalataducere/

intoarcere

[l/h] [l/s] [m3/h] [oC] [oC] [kPa] [mH2O] [kW]

necesar de frig 69

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