區域排水整治及環境營造規劃參考手冊file.wra.gov.tw/public/data/671014125171.pdf ·...
TRANSCRIPT
I
95 6
II
95 4 14
2
95 6 5
09550166360
III
95 6
IVIV
.............................................. 1
1.1 ........................................... 1
1.2 ........................................... 1
1.3 ........................... 1
1.4 ............................... 3
.......................... 5
2.1 ............................... 5
2.2 ............................... 5
2.2.1 ................................... 5
2.2.2 ................................... 6
2.2.3 ............................... 6
2.2.4 ............................... 7
2.2.5 ............ 11
2.2.6 .................. 12
2.2.7 .................................. 12
2.2.8 .................................. 13
2.2.9 .............................. 13
2.2.10 ............................. 14
......................................... 15
3.1 ........................................... 15
3.2 ...................................... 15
3.3 ............................ 16
3.4 .................................... 16
3.5 .......................... 17
3.6 ...................................... 17
3.7 .......................................... 18
3.8 .................................... 21
3.9 ............................................ 25
......................................... 27
4.1 .................................... 27
4.2 .......................................... 30
........................... 33
5.1 .......................................... 34
I
5.1.1 ...................................... 34
5.1.2 .............................. 36
5.2 ........................................ 37
5.2.1 ............................ 37
5.2.2 ............................ 37
5.2.3 ...................... 39
5.3 .................. 39
5.3.1 ................................ 39
5.3.2 ............................ 41
5.3.3 ............................ 42
......................................... 45
6.1 .................................... 45
6.2 .................................. 46
6.2.1 ............................ 46
6.2.2 ................................ 46
6.3 ................................ 46
6.3.1 ........................ 46
6.3.2 ........................ 47
6.3.3 ........................ 47
6.3.4 .............. 47
6.4 .................................... 48
6.4.1 .................................. 48
6.4.2 ................................ 48
6.5 .............................. 50
6.5.1 ................................ 50
6.5.2 ........................ 52
6.5.3 ............................ 53
6.6 ........................ 53
6.6.1 ............................ 53
6.6.2 .................................. 54
6.6.3 ................................ 55
6.6.4 ................................ 55
......................................... 57
7.1 .......................................... 57
7.2 .................................... 59
7.3 .................................. 62
7.4 .................................... 64
II
7.5 .................................... 66
7.6 ...................................... 68
7.7 ...................................... 70
..................................... 71
8.1 ......................................... 71
8.2 ..................................... 71
8.3 ......................................... 76
8.4 ......................................... 78
8.4 ......................................... 80
.................................. 83
9.1 ............................ 83
9.2 ........................ 84
9.3 ................................ 85
9.4 ............................ 85
....................... 87
..................................... 89
......................................... 99
................................ 101
.................................... 105
III
IV
1.1
1.2
1.3
1.
1
1.
2. 5.3.2
2.
1.
2.(1)
(2)(3)
3.
2
1.4
1.1
3
1.1
()
1.2.( )3.()4.5.6.7.8.9............
1.( )2.3.4.( )
()
()
4
2.1
1.
(1)
(2)
(3)
2.
3.
2.2
2.2.1
5
2.2.2
DTM
2.2.3
1.
http://gweb.wra.gov.tw/wrweb
2. 25
3.
4.
6
2.2.4
1.
2.
(1)
A. TWD97
TWD67
0.02m+5ppmL L()
B. GPS
0.04m+8ppm
L L()
C.
(2)
A.
K7 mm(K)
7
B.
K7 mm
C.
K12 mm
D. 60
F.
(3)
A. 1/5,000
50cm/Pixel
22cm/Pixel(
) XY
Z
TIF TWD67TWD97 TFW
B.
K12 mm
C.
8
DTM
0.5
D.
E.
0.005
0.25
(4)
A.
B.
()
C.
0.2
0.3
0.4 0.5
D.
9
(5)
A.
B. 121245cm
121260cm
(6)
A.
TWD97
B.
5
10
C.
D.
E.
10
(7)
A.
B.
C.
2.2.5
1.
2.
11
3. 1/5,000
2.2.6
1.
2.
2.2.7
1.
12
2.
(
)
2.2.8
1.
2.
2.2.9
1.
2.
13
3.
2.2.10
14
3.1
1.
2.
3.2
25
1.
2.
15
25
3.
4.
3.3
1.
2.
3.
3.4
1.
16
2.
0
0 9 9
3.5
-- Horner
1.-- Horner
92 2
Horner
90 12
2. Horner
3. Horner
3.6
1.
2.
17
3. K-S
K-S
SE
3.7
Horner SSGM
1.
2.
3.
(1)
( 2448hr)
18
(2)
Horner
24hr
a. Tc Tr
6hrTc Tr1.0hr
3hrTc6hr Tr0.8hr
1hrTc3hr Tr0.4hr
Tc1hr Tr0.15hr
b. 92
Horner 90 12
Horner
c.(Tr,2Tr,..,24hr)
24hr
d. 24
12
24
(3)SSGM
> 6 6
n = 24
19
n = 12
90 12
(4)
4.
SSGM
Horner
SSGM
5.
20
3.8
1.
Akm2Qp
3.1
2.
Q1A1/A2nQ2
Q1Q2
21
(cms)A1A2
n
3.
2~4mm/hr SCS
R
Tp Tm
QpQ(c
ms)
Tr Tc
Tr/2Tlag
T :TQTTTRA
:r
:
c
:p
p
:b :lag
::
(mm)(k
(cms)
m )2
cr
lagr
p
TTT
TTARQ
22
208.0
=
+=
Tr(hr)Tc(hr) Qp(cms) Tp(hr) Tb(hr) Tlag(hr) R(mm) A(km2)
3.1
4.
Rziha
(1)
22
T(hrs)
clag T6.0=
VLTc =
Tc(sec)L(m)V
(m/s)
==
==N
j j
jN
jjcc V
LTT
11
)(
(Tc)jj(sec)Ljj
(m)Vjj(m/s)N
V
2/1
okSV =
V(m/s)k(
3.1)So(m/m)
3.1 k (SCS, 1986) k (m/s) k (m/s)
0.21 0.37
0.43 0.67
0.76 1.37
0.30 1.40
0.46 2.77
0.64 6.22
0.40
2/13/21c
c
SRn
V =
23
V(m/s)
R(m)
Sc(m/m)
nc
(2) 385.0387.0
=
HLTc
Tc(hr)
L
(km)
H(m)
(3) Rziha
WLTc =
6.0
72
=
LHW
Tc(hr)
W(km/hr)
L
(km)
H(m)
(4)
6.0/)100(
1000005.064.0
5.0
=S
LTc
24
Tc(hr)
L
(km)
S
(%)
5.
3.9
7~10
1.
7~107~10
2.
3.
25
4.
7~10
7~10
5.
7~10
7~10
26
4.1
1.
1.
1~2
1~5
10
10
2.
27
2.
1.
28
2.
3.
3.
1.
HEC-RAS
2.
29
4.2
1.
SOBEK FLO-2D
4.1
2.
3.
30
4.
5.
6. 8 2
31
4.1
FLO-2D
SOBEK
1.
2.
1.
2.
1.
2.
1.
2.
1.
2.
1.
2.
1.
2.
3.
1.
2.
32
1.
2.
(1)
(2)
(3)
(4)
33
3.
()
()
()
-
5.1
5.1
5.1.1
1.
34
2.
3.
4.
5.
6.
35
7.
5.1.2
(
)
1.
(Rainwater Catchment Systems)
2.
36
5.2
5.2.1
Building
Codes Zoning Subdivision
regulations
5.2.2
1.
37
2.Floodproofing
3.
4.
5.
38
5.2.3
5.3
5.3.1
1.
(1)
(2)
(3)
(4)
39
2.
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
3.
4.
5.
40
5.3.2
1.
(1)
(2)
(3)
(4)
2.
10
25
50~100
3.
41
4.
()
5.3.3
()
1.
2.
(1)
(2)
(3)
(4)
(5)
42
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13)
(14)
43
(15)
(16)
44
6.1
1.
2.
3.
4.
5.
6.
45
6.2
6.2.1
1.
2.
6.2.2
6.3
6.3.1
46
6.3.2
:
93 11
1.
2.
6.3.3
:
(DO)PH(BOD5)
(SS)(NH3-N)
6.3.4
47
6.4
6.4.1
1.
2.
6.4.2
1. (RPI)
(WQI)
6.1
48
6.2(Wi) 0.3l0.260.19
0.170.07
6.1 (RPI) mg/L A B C D (DO) 6.5 4.6-6.5 2.0-4.5 2.0
(BOD5) 3.0 3.0-4.9 5.0-15.0 15
(SS) 20 20-49 50-100 100 (NH3-N) 0.5 0.5-0.99 1.0-3.0 3.0 1 3 6 10 ()
2.0 2.0-3.0 3.1-6.0 6.0
1999 A.DOBOD5SSNH3-N
B.DOBOD5SS NNH 3 C. 6.0
6.2 WQI5
WQI5
91100 7190
5170
3150 1630
2.
6.5
6.5.1
1.
,
BLaV =
BL a
10
, 2.0~ 3.0
6.3
(m/sec)
(m/sec)
(m) 1.28 15.1 - - 1.16 9.5 0.1~ 0.2 0.52~ 0.62 2.3 - 0.9~ 1.0 0.62~ 0.72 - - 0.2~ 0.3 0.72~ 0.82 () 0.4 - - -
50
6.4
(cm)
30
40
40
40
50
2.
(1)
(2)
-
3.
(Luciola sp.)
15-25
6-8 10-30
5-30
11.9~12.4 3.6~3.9
51
4.
0.5m/s
1.3 m/s
30
()
5.
30cm 5~ 20cm
90~ 100cm
6.5.2
1.
2.
3.
4.
5.
52
6.5.3
1.
2.
6.6
6.6.1
()
()
1.
2.(rational ecological requirement)
53
3.
(1)
a.
b.
c.
d.
e.
f.
g.
h.
i.
(2)
(3)
a.()
b.
c.
d.
6.6.2
54
1.
2.
.(
)..
3.
6.6.3
6.6.4
1.
2.
3.
4.
5.
6.
7.
8.
9.()
55
10.
11.
12.()
56
7.1
()
1.
()
()
2.
3.
57
4.
5.
6.
7.
8.
9.
58
10.
()
(1)
(2)
(3)
(
)(4)
(5)
11.
12.
7.2
n
1.
59
2.
7-10
3.
4.
60
n 7.1
7.2
5.
n n 7.1
7.1
m/sec
V1.11(MAX) V(MAX)
n
0.5 1.0 0.8 1.5
1.2 2.0
0.0300.026
2.0 3.0 0.0210.029 () 2.5 4.0 0.0150.029
4.0 6.0 0.014~0.017 4.0 6.0 0.014~0.017 (1) (2) (3) 87 3
7.2 (m) 0.3 0.6 0.9 1.2 1.5 (m/sec) 0.19 0.30 0.38 0.45 0.56 (m) 1.8 2.1 2.4 2.7 3.0 (m/sec) 0.65 0.69 0.70 0.77 0.82 (1) 73 12
(2)
6.
61
50cm 30cm
7.
45
7.3
()
1.
2.
62
3.
4.
5.
6.
7.
8.
5m
2m
5m
9. 0.3m
3cm
63
10.
7.4
1.
(1)
(2)
(3)
(4)
(5)
64
(6)
(7)
(8)
(9)
(10)
2.
(1)
(2)
(3)
(4)
(5)
(6)
65
95
(7)
7.5
1.
(1)
(2)
2.
5
2~3 20~30cm 10
66
3.
P0.22260QHE
P(Hp)
Q(cms)
H(m)
E( 0.75)
4.
(1)
(2)
(3)
(4)
(5)
(6)
67
(7) 0.5m/s
1.53.0m/s
(8)
(9)
(10)
7.6
1.
24%
2.
68
(1)
(2)
(3)
3.
(1)
(2)
5%
10%
(3)
10%
20%
(4)
(
)
69
4.
6
7.7
70
8.1
1.
(
)
2.
8.2
71
1.
(1)
8.1
8.1 % (m) ()
0.5 0.5~0.99 1.0~1.99 2.0~2.99 3.0~3.99 0.5m 0.5m
4 7 13 21 28 7 19 33 49 67 49 67
20 14
35 32
45 43
57 53
63 60
57 53
63 60
14 20
24 39
29 52
31 59
33 69
31 59
33 69
9
21
39
1. 36~40 2.
88
8.1
72
88
21
88
55,687 /m2
67,462 /m2
869,265/
8.2
8.2
0 0 0 0 0 0 1-5 0 0 6-11 60 1.2 12 75 2.1 13 150 2.65 89
(2)
8.2
73
8.2
8.1
74
(3)
(4)
(5)
20%
2.
25%
75
8.3
(
9.1)
1.
2.
3.
4.
5.
76
8.1
77
8.4
1.
50 6
2.
7.6
3.
(1)
a.
6%
b.
50 6
0.344
()
c.
78
50 6
8.1 8.2
d.
0.12%0.5% 0.62%
8.3
()
1
(1+i)-n
()
()0.06344
20 0.31180 20 40 0.09722
0.40902 0.02595
25 0.23300 25 50 0.05429
0.28729 0.01823
30 30 0.17411 0.17411 0.01105 35 35 0.13011 0.13011 0.00825 40 40 0.09722 0.09722 0.00617 45 45 0.07265 0.07265 0.00461
8.4 ( 6)
(A)
()
()
(B)
(AxB)
4 45 1 0.4610 0.01844 4 45 1 0.4610 0.01844 50 40 1 0.6170 0.30850
100 35 1 0.8250 0.82500
100 40 1 0.6170 0.61700
50 40 1 0.6170 0.30850
100 35 1 0.8250 0.82500
100 30 I 1.1050 1.10500
79
(2)
8.5
3%
8.4
80
8.5 ()
1.
(1)
(2)
2.
3.
4.
(1)
(2)
5.
(1)
(2)
(3)
6.
1.
2.
1.
(1)
(2)
2.
3.
4.
5.
6.
100
40
100
100
60
25
50
40
30
40
70
20
100
100
25
50
40
80
60
5
1.0
-
-
20.0
0.1
1.0
8.0
1.5
1.0
8.0
1.0
-
-
1.0
-
-
3.0
1.0
2.0
2.0
5.0
81
82
9.1
1.
2.
3.
4.
5.
6.
7.
83
8.
9.
10.
9.2
1.
1.
2.
3.
84
4.
5.
6.
7.
2.
1.
2.
9.3
9.4
85
86
-- -- --
--
--
5102550 100 --
--
--
--
--
--
94 7
87
88
SOBEKFLO-2D ()
1.
[]
A1V1A2V2 Z11V12/2gZ22V22/2ghf
V1V2(m/sec) A1A2(m2)
89
Z1Z2(m) 1V12/2g2V22/2g(m) hf
[]
(I1I2)/2(O1O2)/2(S2-S1)/t I1I2(cms) O1O2(cms) S1S2(cms) t
2.
[]
z (1) (2)
V+ V
XdX
V H Z
(0,0) Y x x+ x
tAq
XQ
=+
0)( =
+
+
fSAgXZAg
XVQ
tQ
X
90
Y X ZtX t QtX VtX SftX AtX qtX
[]
()
Cunge(cell)()
+= kiii QPdtdHA ,
91
iH i
iA ii
iP i k i
kiQ , i,k ()
1.
U.S. EPAStrom Water Management Model, SWMMRUNOFFEXTRANde Saint Venant
021 =+
+
ll qqXQ
tA
0)()()( 22
=+
+
AQqS
XYSgA
AQ
XtQ
lfo
A[ ] 2mQ[ ] sec/3m
1lq [ ] sec/2m
2lq [ ] sec/2mt[sec ] X[ ] mg[ ] 2sec/mY[ ] m
92
R[ ] m
oS
fS 3/42
ARQQn
S f =
n
iqy
vdx
udtd
s +=
+
+
)()(
dguiq
Sxh s
fx)( +
+=
dgviqS
yh s
fy)( +
+=
x,y[ ] m
t [sec ] d[ ] m u,v x,y[ ] sec/m
Sfxx 3/4222
dvuunS fx
+=
Sfyy 3/4222
dvuvnS fy
+=
n hd+z[ ] m z[ ] m
93
g[ ] 2sec/mi[ ] sec/m
qs[ ]sec/mr
ss A
Qq =
Qs[ ] sec/3mAr[ ] 2m
2.FLO-2D
FLO-2D
0=
+
+
td
xdu
xud
0112
=+
+
+
fo SSxd
AQ
xgAtQ
gA
d[ ] m
t [ sec ] u[ ] sec/m
A[ ] 2m g[ ] 2sec/m
Sf So
94
iy
hVx
hVth yx =
+
+
tV
gyV
gV
xV
gV
xhSS xxyxxoxfx
=1
tV
gxV
gV
yV
gV
yhSS yyxyyoyfy
=1
h[ ] m
t [ sec ] Vx,Vyx,y[ ] sec/m
i[ ] sec/m g[ ] 2sec/m Sfxx Sfyy Soxx Soyy
3.SOBEK SOBEK WLDelft Hydraulic
Real-Time ControlMorphology
latf q
xQ
tA
=
+
022
=++
+
w
wif
ff
f
WRAC
QgQxhAg
AQ
xtQ
95
Q[ ] sec/3mAf[ ] 2mqlat[ ] sec/2mt[sec ] x[ ] mg[ ] 2sec/gh[ ] mCChezy R[ ] mWf[ ] m
wi [ ] 2/ mN
w [ ] 3/ mkg
( ) ( ) 0=
+
+
yvd
xud
th
02 =++
+
+
+ uau
dCVu
gxhg
yuv
xuu
tu
02 =++
+
+
+ vav
dCVv
gyhg
yvv
xvu
tv
x,y[ m ]
t [sec ] u,v x,y[ ] sec/m d[ ] m g[ ] 2sec/m
h[ ] m CChezy
a
96
V 22 vu + [ ] sec/m
97
98
1. 90 12
2. Horner92
3. 93 11
4. 86
5. 88
6. 87 3
7. 73 12
8. 70 6
9. 89 7
10.
11. 91 12
12. 82
13. 92 12
14. 91 12
15. 92 12
99
100
(1/4)
1.
2.
3.
4.
1. P.25 5 P.41 3
2. P.43(12)
3. P.43(10)(13)(14)
4. P.41 2
1.
2.
3.
4.
5.
1. 2.
3. P.43 (10) (13) 7.4
4. P.58 3
5. P.42
101
(2/4)
6.
7.
8.
P.43(1)~(8) 6. P.66 2
7. P.1 8. P.59 12
1. 5
2.7.5
3.
4.
1. P.40 5
2. P.68(8)
3. P.57 3
4. P.43(10)(15)(16)
1.ch.3ch.4 4.1
2.P.446.3
3. P47 6.1(1970)
4. P58 7.1
1.
P.30 1 4.1
2.P.47
3. P49 6.1
4. P.63
102
(3/4)
.
5.
5.P.37
P.59 12
1.
50100
2.
3.
4.
1.P.59 12 P.41 2
2.P.1
3.
4.
P.92
1.P.12
2.P.38
1.P.12
P.14
2.
103
(4/4)
3.P.75(1) 7
(2)
3.
1. 15 13.1
2. 17183.5 3.6 2448hr 3612
3. 1719 92
1. 3.1 2.P.18
3.
1.P.44
2.P.59 50cm
30cm 10 25
3.
1.P.47
2. P.62 10 25
3.
104
95.2~95.4
95.1~95.4
95.1~95.2
95.1~95.2
95.1~95.2
95.1~95.2
95.1~95.2
95.1~95.2
95.1~95.2
95.2~95.4
105
1340
http://www.wrap.gov.tw/
(04)23304788
(04)23300282
100
106
1.1 1.2 1.3 1.4
2.1 2.2 2.2.1 2.2.2 2.2.3 2.2.4 2.2.5 2.2.6 2.2.7 2.2.8 2.2.9 2.2.10
3.13.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9
4.1 4.2
5.1 5.1.1 5.1.2
5.2 5.2.1 5.2.2 5.2.3
5.3 5.3.1 5.3.2 5.3.3
6.1 6.2 6.2.1 6.2.2
6.3 6.3.1 6.3.2 6.3.3 6.3.4
6.4 6.4.1 6.4.2
6.5 6.5.1 6.5.2 6.5.3
6.6 6.6.1 6.6.2 6.6.3 6.6.4
7.1 7.2 7.3 7.4 7.5 7.6 7.7
8.18.28.38.48.4
9.1 9.2 9.3 9.4
(1/4)