建築設備学_07(熱負荷計算).ppt
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- ゆたか はにうだ
- 9 years ago
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1 p. p. p.7 p. q w q w q GT q IT =q IS +q IL () () q HT = q HS + q HL q ET =q ES +q EL 1
2 () q s [W]C p ρ m /h Δt 1000/00 [W]0.4 m /h Δt q L [W]γ γ [m /h] Δx[g/kg(DA)] 1000/00 [W]4 [m /h] Δx[g/kg(DA)] C p 1.00kJ/(kg ρ1.2[kg/m] C p ρ 1000/000.5 Δt[ γ γ 2500kJ/kg Δxg/kg(DA) γ γ ρ 1000/004 () [W][W/ [ 1.00 [W] 1.20 () q s [W]/ [W/] q L [W] [W/] (7) [W][W/ [ 1.00 () (1)(5)10 () [m /h] [m /(h)] q S [W].4 [m /h] Δt[ q L [W]4 [m /h] Δx[g/kg(DA)] (10) [m/h][m/h][m/h] [kg/h]ρ[kg/m ] [m /h] Δx[g/kg(DA)]/1000 w[kg/h] ρ[kg/m ] Δx[kg/kg(DA)] p. p.27 ETD VAV U+ + CAV VAV VAV VAV VAV VAV VAV VAV VAV 2
3 ,, [] [ [ 0.4or0.25
4 [g/kg(da)] 7.4. [g/kg(da)] [g/kg(da)] [] 5Δxg/kg(DA) (P.100) Δx F2 1.0 F R2 0.2 R W/(K) 0.4 R 0.0 1/ /2 x/λ (λ) (x) x[m]λ[w/(mk)] K1/R2.1[W/(K)] ETD [
5 (S) (W) 4 41 (E) 4 42 (N) / (a) 4 (b) 4 (c) 4 (d) RC F2 1.0 F R2 0.2 R W/(K) [ 0.4or0.25
6 (a) 4 (b) 4 (c) 4 (d) RC / (a) 4 (b) 4 (c) 4 (d) RC F2 1.0 F R2 0.2 R W/(K) (a) 4 (b) 4 (c) 4 (d) RC ETD[
7 7 (a) 4 (b) 4 (c) 4 (d) RC [ 0.4or (e) 20W/ (f) 0.2/ W/4W/ (g) 0W/ (h) 10 (i) 25m /(h) [ 0.4or0.25
8 2.7Δxg/kg(DA) [] 57. [g/kg(da)] 1. [g/kg(da)]. [g/kg(da)] () () () q s [W]C p ρ m /h Δt 1000/00 [W].4 m /h Δt q L [W]γ γ ρ [m /h] Δx[g/kg(DA)] 1000/00 [W]4 [m /h] Δx[g/kg(DA)] C p 1.00kJ/(kg ρ1.2[kg/m] C p ρ 1000/000.5 Δt[ γ γ 2.5kJ/kg Δxg/kg(DA) γ γ ρ 1000/004 () [W][W/ [ 1.00 [W] 1.20 () q s [W]/ [W/] q L [W] [W/] (7) [W][W/ [ 1.00 () (1)(5)10 () [m /h] [m /(h)] q S [W].4 [m /h] Δt[ q L [W]0. [m /h] Δx[g/kg(DA)] (10) [m/h][m/h][m/h] [kg/h]ρ[kg/m ] [m /h] Δx[g/kg(DA)]/1000 w[kg/h] ρ[kg/m ] Δx[kg/kg(DA)]
9 (a) W/ (b) / (a) W/ (b) [
() () () 200,000 160,000 120,000 80,000 40,000 3.3 144,688 43,867 3.1 162,624 52,254 170,934 171,246 172,183 3 2.8 2.6 57,805 61,108 65,035 3.5 3 2.5 2 1.5 1 0.5 0 0 2 7 12 17 22 10.1 12.7 17 22.3 73.4
8 300 mm 2.50 m/s L/s ( ) 1.13 kg/m MPa 240 C 5.00mm 120 kpa ( ) kg/s c p = 1.02kJ/kgK, R = 287J/kgK kPa, 17.0 C 118 C 870m 3 R = 287J
26 1 22 10 1 2 3 4 5 6 30.0 cm 1.59 kg 110kPa, 42.1 C, 18.0m/s 107kPa c p =1.02kJ/kgK 278J/kgK 30.0 C, 250kPa (c p = 1.02kJ/kgK, R = 287J/kgK) 18.0 C m/s 16.9 C 320kPa 270 m/s C c p = 1.02kJ/kgK, R = 292J/kgK
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63 3 Section 3.1 g 3.1 3.1: : 64 3 g=9.85 m/s 2 g=9.791 m/s 2 36, km ( ) 1 () 2 () 3 9.8 m/s 2 3.2 3.2: : a) b) 5 15 4 1 1. 1 3 14. 1 3 kg/m 3 2 3.3 1 3 5.8 1 3 kg/m 3 3 2.65 1 3 kg/m 3 4 6 m 3.1. 65 5
B B 10 7 581 10 8 582 10 9 583 B B 10 11 585 10 12 586 B 10 10 584 B
10 1 575 10 12 586 B B 10 1 575 10 2 576 B B 10 4 578 10 5 579 10 3 577 B 10 6 580 B B B 10 7 581 10 8 582 10 9 583 B B 10 11 585 10 12 586 B 10 10 584 B 11 1 587 11 12 598 B B 11 1 587 11 2 588 11 3 589
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27 29 2 IT 1,234 1,447 2,130 1,200 3,043 4 3 75 75 70-74 -10 J00 J101 J110 J111 J118 J300 J302-304 J301 26,475,118 155,290,311 1,234 14,472,130 75,784,748 12,003,043 79,505,563 1 1.00% 0.62% 1.31% 9 12
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2006 5 642 7 2,671 35 732 1,727 602 489 386 74 373 533 305 1,210 9,786 2004 1,024 43.7 16.4 2004 978.6 40.2 2003 1 2006 5 1997 1998 1999 774 3,492 11 2,603 35 843 5,118 1,686 476 358 2000 738 3,534 11
y = x x R = 0. 9, R = σ $ = y x w = x y x x w = x y α ε = + β + x x x y α ε = + β + γ x + x x x x' = / x y' = y/ x y' =
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O1-1 O1-2 O1-3 O1-4 O1-5 O1-6
O1-1 O1-2 O1-3 O1-4 O1-5 O1-6 O1-7 O1-8 O1-9 O1-10 O1-11 O1-12 O1-13 O1-14 O1-15 O1-16 O1-17 O1-18 O1-19 O1-20 O1-21 O1-22 O1-23 O1-24 O1-25 O1-26 O1-27 O1-28 O1-29 O1-30 O1-31 O1-32 O1-33 O1-34 O1-35
90 120.0 80 70 72.8 75.1 76.7 78.6 80.1 80.1 79.6 78.5 76.8 74.8 72.4 69.5 95.6% 66.4 100.0 60 80.0 50 40 60.0 30 48.3% 38.0% 40.0 20 10 10.4% 20.0 0 S60 H2 H7 H12 H17 H22 H27 H32 H37 H42 H47 H52 H57 0.0
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