Tabel 3. Data debit di Godong dan di Bendung Klambu selama 39 tahun
No
Tahun
Data Debit
(m3/dt)
1 1951 800
2 1952 589
3 1953 628
4 1954 672
5 1955 646
6 1956 567
7 1957 703
8 1958 636
9 1959 531
10 1960 679
11 1961 698
12 1962 648
13 1963 516
14 1964 722
15 1965 764
16 1966 572
17 1967 678
18 1968 706
19 1969 643
20 1970 641
21 1971 876
22 1972 575
23 1973 695
24 1974 634
25 1981 1200
26 1983 570
27 1984 605
28 1985 810
29 1986 490
30 1987 800
31 1988 1000
32 1999 616
33 2000 775
34 2001 566
35 2002 380
36 2003 700
37 2004 720
38 2005 580
39 2006 725
Sample penampang hilir sungai Q 20
0 50 100 150 200 250
-1 0 1 2 3 4
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
Sample penampang tengah sungai Q 20
0 100 200 300 400 500 600
0 2 4 6 8 10 12 14
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
Sample penampang hulu sungai Q 20
0 50 100 150 200 250 300 350
-2 0 2 4 6 8 10 12 14
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
on (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .
0 3 5
0 100 200 300 400 500 600 700
-2 0 2 4 6 8 10 12 14
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
Sample penampang hilir sungai Q 50
0 50 100 150 200 250
-1 0 1 2 3 4
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q50
WS Q50
Crit Q50
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
Sample penampang tengah sungai Q 50
0 100 200 300 400 500 600
0 2 4 6 8 10 12 14
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12 14
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
Sample penampang hulu sungai Q 50
0 100 200 300 400 500 600 700
-2 0 2 4 6 8 10 12 14
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250 300 350
-2 0 2 4 6 8 10 12 14
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .
Sample penampang hilir sungai Q 100
0 50 100 150 200 250
-1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
Sample penampang tengah sungai Q 100
0 100 200 300 400 500 600
0 2 4 6 8 10 12 14
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12 14
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
Sample penampang hulu Q 100
0 50 100 150 200 250 300 350
-2 0 2 4 6 8 10 12 14
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .
0 3 5
0 100 200 300 400 500 600 700
-2 0 2 4 6 8 10 12 14
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
0 50 100 150 200 250 -1
0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
ati
o
n
(
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
at
ion
(
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
at
ion
(
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600
0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
at
ion
(
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
Q 100 hilir
0 50 100 150 200 250 300 350 2
4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
ati
o
n
(
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .
0 3 5
0 100 200 300 400 500 600
2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
at
ion
(
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
Q100 hulu
Q 50 hilir
0 50 100 150 200 250
-1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600 0
2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
a
ti
on (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
Q 50 hulu
0 100 200 300 400 500 600
2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
0 50 100 150 200 250 300 350
2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .
0 3 5
0 50 100 150 200 250 -1
0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
Q20 tengah
0 100 200 300 400 500 600
0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600 2
4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
a
ti
on (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
0 50 100 150 200 250 300 350
2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 28/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .
0 50 100 150 200 250 -1
0 1 2 3 4 5
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1001
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Bank Sta
.035 .04 .
0 3 5
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1002
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250 300
-2 -1 0 1 2 3 4 5
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1003
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1004
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1005
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1006
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
Yang masih asli
0 50 100 150 200 250 -3
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1007
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1008
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-4 -2 0 2 4 6 8
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1009
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-3 -2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1010
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
0 100 200 300 400 500 600 700 -2
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1095
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600 700 800
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1096
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1097
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1098
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1099
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .
0 4
.035
0 100 200 300 400 500 600
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1100
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600 -2
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1101
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .
0 4
.035
0 100 200 300 400 500
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1102
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1103
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1104
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
0 200 400 600 800 1000 -2
0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1189
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800
-4 -2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1190
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1191
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1192
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .
0 4
.035
0 200 400 600 800
-4 -2 0 2 4 6 8 10 12 14 16
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1193
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800
-4 -2 0 2 4 6 8 10 12 14
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1194
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000 1200 -2
0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1195
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .
0 4
.035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12 14
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1196
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600 700
2 4 6 8 10 12
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1197
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250 300 350
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1198
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .
0 50 100 150 200 250 -1
0 1 2 3 4 5
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1001
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Crit Q50
Ground
Bank Sta
.035 .04 .
0 3 5
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1002
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250 300
-2 -1 0 1 2 3 4 5
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1003
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1004
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1005
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1006
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250 -3
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1007
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1008
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-4 -2 0 2 4 6 8
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1009
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-4 -2 0 2 4 6
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1010
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
0 100 200 300 400 500 600 700 -2
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1095
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600 700 800
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1096
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1097
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1098
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1099
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .
0 4
.035
0 100 200 300 400 500 600
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1100
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600 -2
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1101
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .
0 4
.035
0 100 200 300 400 500
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1102
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1103
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1104
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
0 200 400 600 800 1000 -2
0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1189
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800
-4 -2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1190
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1191
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1192
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .
0 4
.035
0 200 400 600 800
-4 -2 0 2 4 6 8 10 12 14 16
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1193
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800
-4 -2 0 2 4 6 8 10 12 14
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1194
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000 1200 -2
0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1195
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .
0 4
.035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12 14
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1196
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600 700
2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1197
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250 300 350
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:23:02 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1198
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q50
WS Q50
Ground
Bank Sta
.035 .04 .
0 50 100 150 200 250 -1
0 1 2 3 4 5
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1001
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Bank Sta
.035 .04 .
0 3 5
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1002
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250 300
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1003
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1004
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1005
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1006
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250 -4
-2 0 2 4 6
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1007
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 0 2 4 6
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1008
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-4 -2 0 2 4 6 8
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1009
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-4 -2 0 2 4 6
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1010
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
0 100 200 300 400 500 600 700 -2
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1095
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600 700 800
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1096
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1097
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1098
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1099
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .
0 4
.035
0 100 200 300 400 500 600
0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1100
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600 -2
0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1101
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .
0 4
.035
0 100 200 300 400 500
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1102
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1103
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1104
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
0 200 400 600 800 1000 -2
0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1189
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800
-4 -2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1190
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1191
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1192
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .
0 4
.035
0 200 400 600 800
-4 -2 0 2 4 6 8 10 12 14 16
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1193
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800
-4 -2 0 2 4 6 8 10 12 14
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1194
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 200 400 600 800 1000 1200 -2
0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1195
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .
0 4
.035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12 14
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1196
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500 600 700
2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1197
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250 300 350
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:22:08 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1198
Station (m)
E
le
v
at
ion (
m
)
Legend
EG Q100
WS Q100
Ground
Bank Sta
.035 .04 .
Q 20 hulu
0 50 100 150 200 250 300 350
-2 0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .
0 3 5
0 100 200 300 400 500 600 700
-2 0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
Q 20 tengah
0 100 200 300 400 500 600
0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
on (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
0 200 400 600 800 1000 -2
0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
on (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
Q20 hilir
0 50 100 150 200 250
-1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
on (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
Q 50 hulu
0 100 200 300 400 500 600 700
-2 0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q50
WS Q50
Crit Q50
Ground
Levee
Bank Sta
0 50 100 150 200 250 300 350 -2
0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
on (
m
)
Legend
EG Q50
WS Q50
Crit Q50
Ground
Levee
Bank Sta
.035 .04 .
0 3 5
Q 50 tengah
0 100 200 300 400 500 600
0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q50
WS Q50
Crit Q50
Ground
Levee
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
on (
m
)
Legend
EG Q50
WS Q50
Crit Q50
Ground
Levee
Bank Sta
.035 .04 .035
0 50 100 150 200 250 -1
0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
on (
m
)
Legend
EG Q50
WS Q50
Crit Q50
Ground
Levee
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-2 -1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q50
WS Q50
Crit Q50
Ground
Levee
Bank Sta
.035 .04 .035
Q100 hulu
0 100 200 300 400 500 600 700
-2 0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
0 50 100 150 200 250 300 350 -2
0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
on (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .
0 3 5
Q100 tengah
0 100 200 300 400 500 600
0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
0 200 400 600 800 1000
-2 0 2 4 6 8 10 12 14 16
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
.035 .04 .035
Q100 hilir
0 50 100 150 200 250
-1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
a
ti
o
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
0 50 100 150 200 250 -2
-1 0 1 2 3 4 5
TA k ali wulan Plan: Plan 01 1/ 27/2008
Station (m)
E
lev
at
io
n (
m
)
Legend
EG Q100
WS Q100
Crit Q100
Ground
Levee
Bank Sta
0 50 100 150 200 250 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1001
Station (m)
E Crit Q20 Ground
Bank Sta
.035 .04 . Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1001
Station (m)
E Crit Q20 Ground Levee
Bank Sta
.035 .04 . Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1001
Station (m)
E Crit Q20
Ground Levee Bank Sta
.035 .04 . Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1002
Station (m)
E
Bank Sta
.035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1002
Station (m)
E Crit Q20
Ground
Levee Bank Sta
.035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1002
Station (m)
E
Crit Q20 Ground
Levee Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1003
Station (m)
E
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1003
Station (m)
E Crit Q20
Ground
Levee Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1003
Station (m)
E Crit Q20
Ground
Levee Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1004
Station (m)
E Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1004
Station (m)
E
Crit Q20 Ground
Levee Bank Sta
.035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1004
Station (m)
E
Crit Q20 Ground
Levee Bank Sta .035 .04 .035
Q 20
Bagian HILIR
Sungai alami
setelah ditanggul
setelah dinormalisasi
Q 20 ( 1001)
Q 20 ( 1002)
Q 20 ( 1003)
0 50 100 150 200 250 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1005
Station (m)
E
Bank Sta
.035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1005
Station (m)
E
Crit Q20
Ground Levee
Bank Sta
.035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1005
Station (m)
E Crit Q20
Ground Levee
Bank Sta
.035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1006
Station (m)
E
Bank Sta
.035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1006
Station (m)
E Crit Q20
Ground Levee
Bank Sta
.035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1006
Station (m)
E Crit Q20
Ground
Levee Bank Sta
.035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1007
Station (m)
E
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1007
Station (m)
E Crit Q20
Ground Levee
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1007
Station (m)
E Crit Q20
Ground Levee
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1008
Station (m)
E
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1008
Station (m)
E
Crit Q20
Ground Levee
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1008
Station (m)
E
Crit Q20
Ground Levee
Bank Sta .035 .04 .035
Sungai alami
setelah ditanggul
setelah dinormalisasi
Q 20 ( 1005)
Q 20 ( 1006)
Q 20 ( 1007)
0 50 100 150 200 250 -4
-2 0 2 4 6 8
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1009
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-4 -2 0 2 4 6 8
T A kali wulan Plan: Plan 01 09/02/2008 10:27:36
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1009
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-4 -2 0 2 4 6 8
T A kali wulan Plan: Plan 01 09/02/2008 10:02:18
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1009
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-3 -2 -1 0 1 2 3 4 5 6
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1010
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-4 -2 0 2 4 6 8
T A kali wulan Plan: Plan 01 09/02/2008 10:27:36 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1010
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
0 50 100 150 200 250
-4 -2 0 2 4 6
T A kali wulan Plan: Plan 01 09/02/2008 10:02:18 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1010
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
Sungai alami
setelah ditanggul
setelah dinormalisasi
Q 20 ( 1009)
0 100 200 300 400 500 600 700
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1095
Station (m)
E
Bank Sta
.035 .04 .035
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1095
Station (m)
E
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1095
Station (m)
E
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1096
Station (m)
E
Bank Sta
.035 .04 .035
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1096
Station (m)
E
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1096
Station (m)
E
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1097
Station (m)
E
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1097
Station (m)
E Crit Q20
Ground Levee
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1097
Station (m)
E Crit Q20
Ground Levee
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1098
Station (m)
E Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1098
Station (m)
E
Crit Q20 Ground
Levee Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1098
Station (m)
E
Crit Q20 Ground
Levee Bank Sta .035 .04 .035
BagianTENGAH
Sungai alami
setelah ditanggul
setelah dinormalisasi
Q20 (1095)
Q20 (1096)
Q20 (1097)
0 200 400 600 800 1000 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1099
Station (m)
E
Bank Sta
.035 . Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1099
Station (m)
E
Crit Q20
Ground Levee
Bank Sta .035 . Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1099
Station (m)
E
Crit Q20
Ground Levee
Bank Sta
.035 . Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1100
Station (m)
E
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1100
Station (m)
E Crit Q20
Ground
Levee Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1100
Station (m)
E Crit Q20
Ground
Levee Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1101
Station (m)
E
Bank Sta .035 . Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1101
Station (m)
E
Crit Q20
Ground Levee Bank Sta .035 . Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1101
Station (m)
E
Crit Q20
Ground Levee
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1102
Station (m)
E
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1102
Station (m)
E
Crit Q20
Ground Levee
Bank Sta .035 .04 .035 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1102
Station (m)
E
Crit Q20
Ground Levee
Bank Sta .035 .04 .035
Sungai alami
setelah ditanggul
setelah dinormalisasi
Q20 (1099)
Q20 (1100)
Q20 (1101)
0 100 200 300 400 500 -2
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1103
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20
WS Q20
Ground
Bank Sta
.035 .04 .035
0 100 200 300 400 500
-2 0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:27:36
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1103
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
0 100 200 300 400 500
-2 0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:02:18
Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1103
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20
WS Q20
Crit Q20
Ground
Levee
Bank Sta
.035 .04 .035
0 100 200 300 400 500 -2
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 10/02/2008 10:42:58 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1104
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20 WS Q20 Ground
Bank Sta .035 .04 .035
0 100 200 300 400 500 -2
0 2 4 6 8 10 12
T A kali wulan Plan: Plan 01 09/02/2008 10:27:36 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1104
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20 WS Q20 Crit Q20
Ground
Levee Bank Sta .035 .04 .035
0 100 200 300 400 500 -2
0 2 4 6 8 10
T A kali wulan Plan: Plan 01 09/02/2008 10:02:18 Geom: cross section Flow: steady flow River = Sungai Wulan Reach = Kudus RS = 1104
Station (m)
E
lev
at
ion (
m
)
Legend
EG Q20 WS Q20 Crit Q20
Ground
Levee Bank Sta .035 .04 .035
