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第
章
緒論
BAF
BAF
,
VEOLIAUBAFV
m/d
B
第
章
設計說明
m/d
B
COD＞350mg/L
時，去除率應＞60%；BOD＞160mg/L
時，去除率應＞50%。
=
m/d
m/h=
=
K
=
BAF
n
n
第
章
污水處理構筑物設計計算
b=20mm,
(B)
bn
m
(l
B
tgl
tg
tg
m
(l
l
l
m,
b
g
h
=
h+h+h
=
=
(L)
=
h
+h
=
=
L
l
l
W
W
20mm
W
K
m
/d
/dn
n
b=8mm,
(B)
bn
m
(l
B
tgl
tg
tg
m
(l
l
l
m,
b
g
mh
=
h+h+h=
=
(L)L
l
l
m
20mm
W
W
K
m
/d
m/dd
m
F
A
B
K
EL
=
=
/d
=
/h有效
m
m
m
m
截面
V有效
/
有效
m
截面
/
上升
m
=22m
=1g/cm
m/d
q
m2
q
m
m
L
m
F
/L
/
m
/b
/
L/b
/
L/
/
L
/
500mm
''(
m
l
m
l
b
m
l
l
b
m
m
m
m h
h
h
m
m
/d
W
(C )
/d
q
(m濾料d)濾料
/q
/
m
m
W
(C )
/d
q
W
/
/
md
q
m濾料d)
截面
V濾料
/
濾料
/
m
C/
N
截面
/
/
m
×q
/
m
m
m
m
濾料
配水
清水
超高
承托
m:
L
mm
/
B
/
/
g
m
150mm
/
/
//
TKN
E
E
E
NN
N
EA
b
C
sm
C
(
P
b
) ( )
mg/L
R
，
，
，
，
(
sm
/d
EE
/
/
/
個
m
/m
/
m
~5mm
N
N
W
kg/d
q
N
gm
d
濾料
W
N
/q
N
/
m
，則
截面
濾料
/
濾料
/m
N
截面
/
/
m
m
mq
水力
/
截面
m
m
濾料
配水
清水
超高
承托
m=1/2t
B
·s)h(
/
)
/
gm
150mm
/
/
//
，則
NN
NEA
E
E
E
b
C
C
(
sm
b
P
) ( )
mg/L
R
，
，
，
(
sm
E
/E
m
/d
m
/
m
/
個
NO
NO
N
NO
N
W
kg/dm,濾料
W
N
/q
N
/m
截面
濾料
/
濾料
/
m
截面
/
/
m
=9m7mq
水力
/
截面
m
m
m
=
B
·s)h(
/
)
/
gm
150mm
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