廃棄物処理施設生活環境影響調査指針

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1 ppm 0.1ppm 10ppm 0ppm 0.10mg/m mg/m ppm 0.04ppm 0.06ppm mg/m 3 0. mg/m 3 0. mg/m mg/m

2 - 0.6pg-TEQ/m ppm 0.0ppm ppm g-Hg/m e :m 3 N : e:m -

3 - l l l -3

4 - - g/m N H10.6 H10.7 H

5 50ppm m 3 / 7 3 kl/ m 3 / 0 1 m 3 / m 3 / 7 3 kl/ 7 3 kl/ -5

6 m 3 / 0 1 m 3 / 0 1 m 3 / mg m N 430ppm H H ,000kg 5ng-TEQ/m 3 10ng-TEQ/m 3 1,000kg 4,000kg 1ng-TEQ/m 3 5ng-TEQ/m 3 1 4,000kg 0.1ng-TEQ/m 3 1ng-TEQ/m 3 00kg/h 1-6

7 10 /L - 6 ( : - -7

8

9 Q C = π (π /8)Rσ z U exp (z H e ) σ z + exp (z + H ) e σ z 106 C ppm mg/m 3 R m z m Qm 3 N/s kg/s Um/s H e m Q C = π 3/ γ 1 R + (α / γ ) (H e z) + 1 R + (α / γ ) (H e + z) 106 R m (CONCAWE )(Briggs ) He = H0 + H Hem H0m Hm H=0.175 Q H 1/ U -3/4 Q H cal/s U m/s Q H = Q C p T 0= g/m 3 Q m 3 N/s C p =0.4cal/K g T15 θ ( ) H = 14. Q d H dz QH cal / s dθ / m dz dθ = dt + Γd dz dz dt / m dz Γd = / m -9

10 1 Q C = πσ y σ z U exp y σ y exp (z H e ) σ z + exp (z + H e) σ z 106 C ppm mg/m 3 x m y X m z m Qm 3 N/s kg/s Um/s ) H e m y m z m t t 60 1/5 r t σ y = σ yp t p t min t p = 3 min σ y tm σ yp m r1 51 ( z He + nl) ( z + He + nl) Q 3 = C = exp + exp π u σ y σz n 3 σ σ Q C = /3 π σ y σz ( z He + nl) ( z + He + nl) 3 = exp + exp n 3 σ σ n 3-10

11 Q C = π σ yf u Lf yf yfyc0.47he f f 1.1(He+0.5zc) yczc L H x = u ρa Cp f 0 4κ x u a p f 0 / g/ 3 cal/kg cal/mks /1.5.5 m m/s m/s m -11

12 Ministry of Economy, Trade and Industry-Low rise Industrial Source dispersion MODEL ; METI-LIS -1

13 - C( x, y, z) = Q y exp exp u σ y σ z σ y + exp ( z + H) ( z H) σ z σ z π l Q t = V w ( N E ) i= 1 it i Q t : (m1/ms( mg/ms)) E i : (g/km) -15 N it : ( /h) V w : (m1/g( mg/g)) 01 53ml/g -13

14 1000mg/g g mg σ z = σ Z L 0.81 σ y = W L / σ W / C ( x, y, z) l = Q l m 1 exp 1 exp t0 + t0 ( π ) 3 / α γ l m 1 x + y + α ( z H) = γ 1 x + y ( z + H) m = + α γ y W t 0 = α -14

15 JEA Q C(x,z) = L (Usinθ ) A 0.5 x exp B zp s x W(x : y 1,y ) L S = α exp 0.89 U sinθ L G = γ exp.45 Usinθ W(x : y 1,y ) = 1 erf G y x erf G y 1 x ω erf (ω ) = π e η dη 0-15

16 Q C(y,z) = L (Ucosθ ) A 0.5 y + G z W(y : x L 1,x ) A = 3.9exp.8 Ucosθ L G 1 = γ exp 1.61 U cosθ y + G z y + G z W(y : x 1,x ) = erf G 1 erf G 1 x 1 x ϖ erf (ω ) = π e η dη 0 π A QL C( x, y) = W s ( x + Gz ) ( x : y, y ) 1 1 W ( x : y1, y ) = tan π A = 0.76 exp(.76l) s = 0.38 exp(1.9l) 5.5exp( 4.3L) G = 5.5exp( 77.6L) 1 y x + Gz L 0 L < 0 tan 1 x y 1 + Gz NO -16

17 -17

18 1/ 4 3 / 8 He Ho Q ( dθ / dz) = H 1/ 3/ 4 He = Ho Q H u Q Qv(Tg-15)/3600cal/s HoQvTg (1) d /dz 0.01 u m/s (1/ αz) (1/ αz) αz He Xm = y z α + α αz Q / 3600 αy + αz 9 Cm = exp 10 ( αy+αz) π u γy γz Xm αz Cw = Cm Fw /

19 Q / C = 10 3 / (π) α γ R He + α γ Cc = C Fc / 100 Cn = Cw + Cc -19

20 -- METI-LIS METI-LIS - - (198) - () - (1959) -0

21 - METI-LIS 1,000 1,000 A A B C D E F G B C D E F G ,000 10, , ,000 10, ,

22 - -

23 -3

24 1 0.0ppm 1 5ppm ppm 0.04ppm 0.06ppm ppm ppm ppm 0.015mg/m mg/m ppm 1 0.1ppm ppm ppm0.06ppm mg/m mg/m ppm 1 8 0ppm ppm 10t/km / 0t/km / ppm mg/m mg/m ppm 3 g/m ppm 0.00ppm -4

25 () () 0km/h ) g/km ( ) km/h 0 110km/h 0 90km/h -5

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