development of a computerised flood warning model and ... 15 technical... · rufiji environment...
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Rufiji Environment Management Project1
Environmental Management and Biodiversity Conservation of Forests,
Woodlands, and Wetlands of the Rufiji Delta and Floodplain
Development of a Computerised Flood Warning
Model and Study of Hydrological Characteristics
of the Lower Rufiji Floodplain and Delta
Technical Report No. 14 Vol. 2: Appendices
University of Dar es Salaam
Water Resources
Engineering Department
Water Resources
Engineering Programme
March 2003
For more information please contact:
Project Manager,
Rufiji Environment Management Project
P O Box 13513
Dar es Salaam, Tanzania.
Tel: 44 Utete Rufiji or 2666088 / 0741 322366 Dar es Salaam
Email: [email protected] or [email protected]
1 The Rufiji District Council implements Rufiji Environment Management Project with technical assistance from IUCN – The World
Conservation Union, and funding from the Royal Netherlands Embassy.
Project Goal: To promote the long-term conservation through ‘wise use’ of the lower Rufiji
forests, woodlands and wetlands, such that biodiversity is conserved, critical ecological
functions are maintained, renewable natural resources are used sustainably and the livelihoods
of the area’s inhabitants are secured and enhanced.
Objectives
To promote the integration of environmental conservation and sustainable development
through environmental planning within the Rufiji Delta and Floodplain.
To promote the sustainable use of natural resources and enhance the livelihoods of
local communities by implementing sustainable pilot development activities based on
wise use principles.
To promote awareness of the values of forests, woodlands and wetlands and the
importance of wise use at village, district, regional and central government levels, and
to influence national policies on natural resource management.
Project Area
The project area is within Rufiji District in the ecosystems affected by the flooding of the river
(floodplain and delta), downstream of the Selous Game Reserve and also including several
upland forests of special importance.
Project Implementation
The project is run from the district Headquarters in Utete by the Rufiji District Administration
through a district Environmental Management Team coordinated by the District Executive
Director. The Project Manager is employed by the project and two Technical Advisers are
employed by IUCN.
Project partners, particularly NEMC, the Coast Region, RUBADA, The Royal Netherlands
Embassy and the Ministry of Natural Resources and Tourism, collaborate formally through
their participation in the Project Steering Committee and also informally.
Project Outputs
At the end of the first five –year phase (1998-2003) of the project the expected outputs are:
An Environmental Management Plan: an integrated plan for the management of the
ecosystems (forests, woodlands and wetlands) and natural resources of the project area that
has been tested and revised so that it can be assured of success - especially through
development hand-in-hand with the District council and the people of Rufiji.
Village (or community) Natural Resource Management Plans: These will be produced in pilot
villages to facilitate village planning for natural resource management. The project will
support the implementation of these plans by researching the legislation, providing training
and some support for zoning, mapping and gazettement of reserves.
Established Wise Use Activities: These will consist of the successful sustainable development
activities that are being tried and tested with pilot village and communities and are shown to
be sustainable
Key forests will be conserved: Forests in Rufiji District that have shown high levels of plant
biodiversity, endemism or other valuable biodiversity characteristics will be conserved by
gazettement, forest management for conservation, and /or awareness-raising with their
traditional owners.
Rufiji Environment Management Project – REMP
REMP Technical Report 14 Vol. 2: Appendices
List of Appendices Appendix A2.1: List of Available Rainfall Stations for the Rufiji River Basin in WREP database ............. 1
Appendix A2.2: List of Rainfall Stations that Contribute to Catchments within the Kilombero Sub-Basin
in Estimating Average Rainfall using Thiessen Polygon Method................................................................. 7
Appendix A2.3: Monthly Correlation Results Among Rainfall Stations ...................................................... 9
Appendix A2.4: Listing of the time of the Onset and Cessation; Average Duration and Magnitude of
rainfall at each rain gauge station................................................................................................................ 11
Appendix A4.1: Flow gauging stations in the Rufiji River Basin in WREP database ................................ 15
Appendix A4.2: Graphs of Rating Curves for all the flow gauging Stations used in this Study................. 17
Appendix A4.3: Rating Curves at Mloka (1k4) and their Respective Error Diagrams ............................... 36
Appendix A4.4: Rating Curves at Mloka (1k4) in comparison with Recent Spot Measurements .............. 42
Appendix A6.1: List of 2 m Interval Contours Maps of Rufiji Floodplain from RUBADA ...................... 44
Appendix A7.1: Scatter Plots for Observed against Estimated Flows ........................................................ 45
Appendix A7.4: Seasonal Hydrological Diagrams for Sub-Catchments in the Kilombero Sub-Basin....... 80
Appendix A7.5: Optimal Parameters attained using HEC-HMS to model the Kilombero Sub-Basin........ 86
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IHE
ME
35
.51
7-8
.01
70
1/1
93
31
2/1
95
82
64
2.9
4
76
09
83
50
05
DU
NS
AN
DL
EE
ST
AT
E3
5.7
83
-8.2
00
01
/19
33
12
/19
60
28
44
.08
77
09
83
50
07
MU
FIN
DI
FO
RE
ST
ST
AT
ION
3
5.2
50
-8.6
67
01
/19
27
12
/19
81
55
24
.27
78
09
83
50
09
KIL
IMA
(K
IBW
EL
E)
ES
TA
TE
3
5.3
33
-8.5
83
01
/19
38
12
/19
98
61
3.4
5
79
09
83
50
10
SO
UT
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RN
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HL
AN
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3
5.3
00
-8.3
50
01
/19
38
12
/19
54
17
18
.13
80
09
83
50
11
MK
EW
EE
ST
AT
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5.0
33
-8.4
00
01
/19
40
05
/19
78
39
22
.86
81
09
83
50
13
WA
SA
MIS
SIO
N3
5.2
50
-8.1
17
01
/19
63
12
/19
75
13
53
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82
09
83
50
15
IFU
EN
GA
FA
RM
35
.71
7-8
.05
00
1/1
94
61
2/1
94
94
0.0
7
83
09
83
50
16
LU
GA
NG
A3
5.3
50
-8.2
83
01
/19
46
12
/19
51
62
3.6
0
84
09
83
50
17
UL
ET
EM
ISS
ION
35
.40
0-8
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70
1/1
95
11
2/1
98
43
43
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85
09
83
50
19
IFU
PIR
AM
UF
IND
I3
5.4
33
-8.5
00
01
/19
51
12
/19
98
48
6.4
6
86
09
83
50
21
KID
OP
EM
UF
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I3
5.2
50
-8.6
17
01
/19
51
12
/19
98
48
8.1
5
87
09
83
50
22
LU
IGA
MU
FIN
DI
35
.28
3-8
.61
70
1/1
95
11
2/1
99
74
72
.84
88
09
83
50
23
LU
ISE
NG
A,
MU
FIN
DI
35
.58
3-8
.61
70
1/1
95
11
2/1
97
52
57
.02
89
09
83
50
24
KIV
ER
EM
UF
IND
I3
5.2
33
-8.6
33
01
/19
51
12
/19
98
48
4.0
1
90
09
83
50
25
IDE
GE
(L
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LO
NG
E E
ST
AT
E)
35
.20
0-8
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00
1/1
95
11
2/1
99
84
83
.14
3
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
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Du
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S/n
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o
No
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ata
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91
09
83
50
26
EC
HID
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35
.38
3-8
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30
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95
11
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99
94
92
.93
92
09
83
50
27
MT
ITU
ES
TA
TE
S3
5.8
50
-8.0
17
01
/19
52
12
/19
58
71
5.5
3
93
09
83
50
30
KA
LIN
GA
FO
RE
ST
ST
AT
ION
3
5.3
50
-8.4
83
01
/19
52
01
/19
79
28
24
.67
94
09
83
50
33
MA
FIN
GA
BO
MA
NI
35
.33
3-8
.25
00
1/1
96
31
2/1
99
83
61
4.1
5
95
09
83
50
34
MA
TU
GU
TU
ES
TA
TE
35
.35
0-8
.58
30
1/1
96
11
2/1
99
83
81
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96
09
83
50
36
IRU
ND
I H
ILL
NO
RT
H
35
.26
7-8
.46
70
1/1
96
31
2/1
99
83
63
1.1
7
97
09
83
50
39
MA
FIN
GA
NA
TIO
NA
L S
ER
VIC
E
35
.30
0-8
.31
70
1/1
96
71
2/1
99
52
91
6.4
8
98
09
83
50
40
SA
O H
ILL
LIV
ES
TO
CK
35
.30
0-8
.33
30
1/1
97
11
2/1
99
82
83
5.4
6
99
09
83
50
41
MW
AL
AS
IK
IBE
NG
U3
5.7
17
-8.2
67
01
/19
72
12
/19
73
25
8.5
5
10
00
98
35
04
2S
AD
AN
I P
RIM
AR
Y S
CH
OO
L
35
.00
0-8
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00
1/1
97
21
2/1
99
52
45
0.8
3
10
10
98
35
04
3K
IBE
NG
UA
GR
ICU
LT
UR
E3
5.7
17
-8.2
67
01
/19
73
12
/19
81
93
4.3
5
10
20
98
35
04
4U
SO
KA
MI
PR
IMA
RY
SC
HO
OL
3
5.5
67
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17
01
/19
82
12
/19
98
17
46
.67
10
30
98
35
04
7M
AP
AN
DA
PR
SC
HO
OL
3
5.7
50
-8.4
33
01
/19
82
12
/19
92
11
16
.65
10
40
98
35
05
0B
OM
A L
A N
G'O
MB
E P
R S
CH
35
.88
3-8
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70
1/1
97
41
2/1
98
81
57
3.9
6
10
50
98
35
05
3D
AB
AG
A S
EE
D F
AR
M3
5.8
00
-8.0
83
01
/19
78
12
/19
93
16
8.4
4
10
60
98
36
00
0IF
AK
AR
AM
ISS
ION
36
.65
0-8
.15
00
1/1
92
61
1/1
98
05
58
.20
10
70
98
36
00
1M
AH
EN
GE
HO
SP
ITA
L3
6.7
17
-8.6
83
01
/19
21
08
/19
95
75
7.3
7
10
80
98
36
00
2K
WIR
OM
ISS
ION
36
.66
7-8
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70
1/1
93
31
2/1
99
46
25
.01
10
90
98
36
00
3R
UA
HA
MIS
SIO
N3
6.7
33
-8.9
00
01
/19
38
12
/19
93
56
3.8
8
11
00
98
36
00
4S
OF
I A
GR
. S
TA
TIO
N
36
.28
3-8
.95
00
1/1
93
91
2/1
97
73
92
1.3
9
11
10
98
36
00
6M
AL
INY
A H
/ME
T (
KIP
ING
O)
36
.13
3-8
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30
1/1
98
11
2/1
98
33
52
.88
11
20
98
36
01
1M
TIM
BIR
AM
ISS
ION
36
.36
7-8
.78
30
1/1
96
61
2/1
99
32
87
.79
11
30
98
38
00
2U
TE
TE
AG
RIC
UL
TU
RE
38
.75
0-8
.01
70
1/1
92
21
2/1
99
87
74
.34
11
40
98
39
00
1K
IBA
TA
39
.00
0-8
.45
00
1/1
92
40
5/1
93
07
7.8
1
11
50
98
39
00
3M
OH
OR
O3
9.1
83
-8.1
33
01
/19
38
06
/19
66
29
4.3
9
11
60
98
39
00
4K
ILW
AM
AS
OK
O3
9.5
17
-8.9
17
01
/19
49
12
/20
00
52
12
.24
11
70
99
33
00
0M
US
EK
ER
A E
ST
AT
E
33
.68
3-9
.33
30
1/1
92
51
2/1
99
87
42
1.5
4
11
80
99
33
00
2T
UK
UY
U A
GR
ICU
LT
UR
E
33
.63
3-9
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00
1/1
92
11
2/1
99
87
81
.64
11
90
99
33
00
4R
UN
GW
E T
EA
ES
TA
TE
3
3.5
83
-9.1
67
01
/19
34
12
/19
98
65
17
.94
12
00
99
33
00
5M
WIT
IKA
ES
TA
TE
3
3.7
17
-9.3
67
01
/19
34
12
/19
89
56
13
.21
12
10
99
33
00
7T
UK
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OS
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AL
3
3.6
33
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50
01
/19
39
12
/19
94
56
10
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4
RE
MP
Tec
hn
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Ap
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Du
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No
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ata
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12
20
99
33
01
0K
YE
LA
BO
MA
33
.85
0-9
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30
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93
91
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99
45
64
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12
30
99
33
01
1M
AK
ET
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EP
RO
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L
33
.66
7-9
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30
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94
21
0/1
99
45
34
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12
40
99
33
01
3R
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GW
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EC
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3
3.6
00
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67
01
/19
49
05
/19
72
24
49
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12
50
99
33
02
0N
JUG
ILO
33
.80
0-9
.46
70
1/1
95
70
5/1
99
03
47
.96
12
60
99
33
02
2M
WA
KA
LE
LI
MID
DL
E S
CH
OO
L
33
.83
3-9
.00
00
1/1
95
90
4/1
96
24
22
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12
70
99
33
02
3K
IGA
NG
A T
EA
ES
TA
TE
3
3.7
00
-9.3
33
01
/19
59
04
/19
65
79
.13
12
80
99
33
02
4K
IWIR
A P
RIM
AR
Y S
CH
OO
L
33
.55
0-9
.16
70
1/1
95
80
7/1
99
13
41
4.9
4
12
90
99
33
02
5IS
AN
GO
TE
PR
IMA
RY
SC
HO
OL
3
3.1
33
-9.1
83
01
/19
63
12
/19
94
32
16
.32
13
00
99
33
02
8IG
EM
BE
PR
IMA
RY
SC
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OL
3
3.4
50
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60
01
/19
61
12
/19
99
39
52
.43
13
10
99
33
02
9N
DA
LA
33
.76
7-9
.15
00
1/1
96
11
2/1
99
53
54
3.6
2
13
20
99
33
03
1S
AN
TIL
YA
PR
IMA
RY
SC
HO
OL
3
3.5
00
-9.0
00
01
/19
65
12
/19
98
34
16
.19
13
30
99
33
03
3K
IWIR
A F
OR
ES
T3
3.7
00
-9.0
50
01
/19
65
12
/19
95
31
18
.34
13
40
99
34
00
0M
ILO
MIS
SIO
N3
4.6
17
-9.8
83
01
/19
21
12
/19
60
40
7.3
3
13
50
99
34
00
1N
JOM
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DIS
TR
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FF
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34
.76
7-9
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30
1/1
92
61
2/1
99
16
63
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13
60
99
34
00
8K
IPE
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ER
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RIM
AR
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CH
OO
L
34
.43
3-9
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00
1/1
94
11
2/1
99
55
51
9.9
1
13
70
99
34
00
9M
AD
UN
DA
MIS
SIO
N3
4.4
67
-9.8
67
01
/19
41
04
/19
76
36
7.0
9
13
80
99
34
01
0L
UG
AL
AW
A P
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AR
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CH
OO
L
34
.68
3-9
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70
1/1
94
11
2/1
96
72
74
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13
90
99
34
01
1B
UL
ON
GW
AH
YD
RO
ME
T3
4.0
67
-9.3
33
01
/19
78
12
/19
92
15
63
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14
00
99
34
01
3L
UP
ON
DE
FA
RM
34
.66
7-9
.56
70
1/1
94
21
2/1
99
85
70
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14
10
99
34
01
5N
JOM
BE
WA
TT
LE
ES
TA
TE
3
4.7
50
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17
01
/19
50
12
/19
98
49
2.7
3
14
20
99
34
01
8T
AN
GA
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TT
LE
NO
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34
.86
7-9
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30
1/1
95
41
2/1
99
84
51
1.6
6
14
30
99
34
01
9T
AN
GA
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WA
TT
LE
NO
. 1
1
34
.83
3-9
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00
1/1
95
41
2/1
99
84
51
1.0
0
14
40
99
34
02
0T
AN
GA
NY
IKA
WA
TT
LE
NO
.11
1
34
.76
7-9
.23
30
1/1
95
41
2/1
99
84
53
6.3
5
14
50
99
34
02
1T
AN
GA
NY
IKA
WA
TT
LE
NO
. 1
V
34
.83
3-9
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70
1/1
95
41
2/1
99
84
56
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14
60
99
34
02
2T
AN
GA
NY
IKA
WA
TT
LE
NO
. V
3
4.6
50
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67
01
/19
54
12
/19
98
45
7.4
5
14
70
99
34
02
3D
AN
SL
AN
DF
AR
M3
4.6
33
-9.6
00
01
/19
54
12
/19
98
45
2.7
7
14
80
99
34
02
4IC
HE
NG
A3
4.7
83
-9.5
00
01
/19
57
12
/19
98
42
4.3
4
14
90
99
34
02
5T
AN
DA
LA
34
.75
0-9
.50
00
1/1
95
81
2/1
96
25
33
.24
15
00
99
34
02
6L
US
ITU
FA
RM
34
.71
7-9
.70
00
1/1
95
51
2/1
99
84
45
.58
15
10
99
34
02
7H
EL
VE
TIA
FA
RM
34
.66
7-9
.58
30
1/1
96
01
2/1
99
83
93
8.4
7
15
20
99
34
02
9IG
ER
IA
GR
OM
ET
34
.66
7-9
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70
1/1
98
91
2/1
99
81
01
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5
RE
MP
Tec
hn
ica
l R
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ol.
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Ap
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Du
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o
No
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le d
ata
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ng
15
30
99
34
03
2IG
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AG
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4.5
00
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50
01
/19
70
12
/19
96
27
59
.54
15
40
99
34
03
4W
AN
GA
MA
34
.81
7-9
.05
00
1/1
97
21
2/1
99
42
35
2.5
5
15
50
99
34
03
8M
AH
AL
UL
E3
4.8
67
-9.2
17
01
/19
75
12
/19
96
22
51
.51
15
60
99
34
03
9K
ILO
LE
LO
F
AR
M
34
.78
3-9
.18
30
1/1
97
51
2/1
99
62
21
8.6
3
15
70
99
34
04
9M
AK
ET
EB
OM
AN
I3
4.2
33
-9.3
33
01
/19
84
12
/19
98
15
5.0
7
15
80
99
35
00
2IF
ING
AM
ISS
ION
35
.48
3-9
.50
00
1/1
94
01
2/1
98
24
31
4.9
2
15
90
99
35
00
3K
IFA
NY
AM
ISS
ION
35
.13
3-9
.51
70
1/1
94
01
2/1
99
85
92
6.3
1
16
00
99
35
00
4L
UP
EM
BE
ES
TA
TE
35
.28
3-9
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30
1/1
94
11
2/1
99
75
71
5.3
8
16
10
99
35
00
5M
AT
EM
BW
EM
ISS
ION
35
.15
0-9
.25
00
1/1
94
11
2/1
99
05
01
8.8
4
16
20
99
35
00
6M
AH
AN
JEM
ISS
ION
35
.03
3-9
.91
70
1/1
93
41
2/1
99
46
12
.73
16
30
99
35
00
7T
AV
ET
AM
ISS
ION
35
.51
7-9
.01
70
1/1
94
21
2/1
99
85
71
5.9
8
16
40
99
35
00
9U
KA
LA
WA
TE
A3
5.1
67
-9.1
67
01
/19
72
12
/19
95
24
22
.26
16
50
99
35
01
2M
AS
IGIR
A3
5.2
50
-9.9
33
01
/19
75
12
/19
95
21
0.3
9
16
60
99
35
01
4M
AD
AB
AM
AJI
35
.40
0-9
.93
30
1/1
97
71
2/1
99
51
92
5.4
2
6
REMP Technical Report 14 Vol. 2: Appendices
Appendix A2.2: List of Rainfall Stations that Contribute to Catchments within the
Kilombero Sub-Basin in Estimating Average Rainfall using Thiessen Polygon Method
Catchment with its delineated
area
Rainfall Stations Contributing
to Catchment
Thiessen Polygon Weight to
the Catchment
09835005 0.027003
09835009 0.019023
09835019 0.126953
09835021 0.005444
09835022 0.011033
09835023 0.363688
09835026 0.029402
09835030 0.017883
09835034 0.061763
09835041 0.027003
09835043 0.027003
09835044 0.045092
09835047 0.103657
1kb8
(2,733 km2)
14 Rainfall Stations
09935007 0.131253
09836004 0.035455
09836006 0.110876
09934001 0.018630
09934013 0.004395
09934015 0.004395
09934018 0.022245
09934019 0.009436
09934020 0.007779
09934022 0.003235
09934023 0.004395
09934024 0.004395
09934025 0.004395
09934027 0.004395
09934032 0.004395
09934038 0.011112
09934039 0.001016
09935002 0.183944
09935003 0.038488
09935004 0.046207
09935005 0.031972
09935006 0.183944
09935007 0.042343
09935012 0.038488
1kb10
(11,094 km2)
24 Rainfall Stations
09935014 0.183944
09834001 0.044862
09834005 0.073526
09835007 0.044288
09835021 0.006664
09835022 0.007797
09835024 0.022696
09835025 0.147636
09835034 0.006536
Intervening Catchment of 1kb4
excluding 1kb8 and 1kb10
(6,153 km2)
18 Rainfall Stations
09835036 0.000795
7
REMP Technical Report 14 Vol. 2: Appendices
Catchment with its delineated
area
Rainfall Stations Contributing
to Catchment
Thiessen Polygon Weight to
the Catchment
09836006 0.080956
09934021 0.021462
09934034 0.037649
09934038 0.007376
09934039 0.000957
09935004 0.047132
09935005 0.015173
09935007 0.280441
Intervening Catchment of 1kb4
continues
09935009 0.151520
1kb15 (330 km2) 09835050 1.000000
09736004 0.220623
09736016 0.2206231kb14a (597 km2)
09836000 0.555424
09835005 0.001341
09835023 0.029989
09835041 0.001341
09835043 0.001341
09835047 0.100027
09835050 0.122651
09836000 0.186408
09836001 0.004271
09836002 0.104251
09836003 0.014036
09836004 0.122953
09836006 0.133446
09836011 0.174417
Intervening Catchment of 1kb17
excluding 1kb4, 1kb14a and
1kb15
(11,289 km2)
14 Rainfall Stations
09935007 0.002656
8
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
Ap
pen
dix
A2
.3:
Mo
nth
ly C
orr
ela
tio
n R
esu
lts
Am
on
g R
ain
fall
Sta
tio
ns
Ca
tch
men
t 1
kb
8 (
14
Ra
infa
ll G
au
gin
g S
tati
on
s)
09
83
50
05
09
83
50
09
09
83
50
19
09
83
50
21
09
83
50
23
09
83
50
26
09
83
50
30
09
83
50
34
09
83
50
41
09
83
50
43
09
83
50
44
09
93
50
07
09
83
50
05
10
.73
0.7
80
.75
0.7
20
.88
0.8
4-9
.9-9
.9-9
.9-9
.90
.79
09
83
50
09
10
.84
0.9
30
.75
0.9
60
.78
0.7
8-9
.90
.85
0.6
40
.70
.73
09
83
50
19
0.8
50
.84
10
.83
0.6
90
.82
0.8
90
.87
-9.9
0.9
20
.72
0.6
40
.68
09
83
50
21
0.7
80
.93
0.8
31
0.9
50
.76
0.7
40
.93
-9.9
0.8
60
.56
0.7
5
09
83
50
22
0.7
50
.75
0.7
61
0.7
90
.61
0.6
10
.83
-9.9
0.5
90
.58
0.5
7
09
83
50
23
0.9
60
.82
0.9
50
.79
10
.85
0.7
3-9
.9-9
.9-9
.9-9
.90
.82
09
83
50
26
0.8
80
.78
0.8
40
.76
0.6
10
.85
0.8
90
.77
-9.9
0.6
90
.58
0.5
70
.65
09
83
50
30
0.8
40
.78
0.8
90
.74
0.7
30
.89
10
.74
-9.9
0.5
4-9
.90
.69
09
83
50
34
-9.9
0.9
70
.93
0.8
30
.94
0.7
70
.74
1-9
.90
.67
0.6
80
.68
09
83
50
41
-9.9
-9.9
-9.9
-9.9
-9.9
-9.9
-9.9
1-9
.9-9
.9-9
.9-9
.9
09
83
50
43
-9.9
0.8
50
.92
0.8
60
.8-9
.90
.54
0.8
7-9
.91
-9.9
-9.9
0.5
8
09
83
50
44
-9.9
0.6
40
.72
0.5
6-9
.90
.58
-9.9
0.6
7-9
.9-9
.91
0.6
7
09
83
50
47
-9.9
0.7
0.7
10
.58
-9.9
0.5
7-9
.90
.68
-9.9
0.4
41
0.4
1
09
93
50
07
0.7
30
.68
0.7
50
.57
09
83
50
22
09
83
50
47
0.8
5-9
.9
0.7
30
.97
0.8
4
0.7
60
.71
0.6
90
.8
0.7
20
.94
1
0.6
1-9
.9
0.8
70
.87
-9.9
-9.9
0.6
9
0.5
90
.44
0.6
4-9
.9
0.7
90
.82
0.6
50
.69
0.6
8-9
.90
.58
0.6
70
.41
1
Ca
tch
men
t 1
kb
10
(2
4 R
ain
fall
Ga
ug
ing
Sta
tio
ns)
09
83
60
04
09
83
60
06
09
93
40
01
09
93
40
13
09
93
40
15
09
93
40
18
09
93
40
19
09
93
40
20
09
93
40
22
09
93
40
23
09
93
40
24
09
93
40
25
09
93
40
27
09
93
40
32
09
93
40
38
09
93
40
39
09
93
50
02
09
93
50
03
09
93
50
04
09
93
50
05
09
93
50
06
09
93
50
07
09
93
50
12
09
93
50
14
09
83
60
04
1-9
.90
.14
0.8
10
.77
0.8
0.8
0.7
90
.72
0.6
50
.77
0.6
80
.76
0.6
70
.80
.80
.73
0.7
10
.84
0.8
20
.83
0.8
50
.86
-9.9
09
83
60
06
-9.9
10
.79
0.7
80
.73
0.8
60
.78
0.6
30
.66
0.8
10
.73
-9.9
0.8
6-9
.9-9
.90
.72
0.7
2-9
.90
.84
0.7
60
.81
0.7
80
.84
0.7
7
09
93
40
01
0.1
40
.79
10
.87
0.9
50
.90
.91
0.9
10
.92
0.7
90
.91
0.6
30
.88
0.8
70
.81
0.8
90
.64
0.7
30
.83
0.8
0.8
0.6
80
.83
0.8
2
09
93
40
13
0.8
10
.78
0.8
71
0.9
0.8
80
.88
0.8
60
.86
0.8
0.9
20
.74
0.9
40
.84
0.7
70
.85
0.6
60
.72
0.8
50
.80
.83
0.7
30
.84
0.8
4
09
93
40
15
0.7
70
.73
0.9
50
.91
0.9
40
.92
0.9
20
.92
0.7
70
.92
0.6
60
.90
.84
0.8
40
.91
0.7
0.7
40
.86
0.8
0.8
20
.67
0.8
40
.84
09
93
40
18
0.8
0.8
60
.90
.88
0.9
41
0.9
40
.91
0.9
10
.76
0.9
0.7
0.8
90
.83
0.8
60
.89
0.7
20
.72
0.8
70
.77
0.8
20
.66
0.8
10
.84
09
93
40
19
0.8
0.7
80
.91
0.8
80
.92
0.9
41
0.9
20
.90
.72
0.8
90
.64
0.8
50
.82
0.9
0.8
90
.74
0.7
30
.85
0.7
50
.80
.70
.85
0.8
3
09
93
40
20
0.7
90
.63
0.9
10
.86
0.9
20
.91
0.9
21
0.9
0.7
40
.88
-9.9
0.8
50
.84
0.8
0.9
20
.67
0.7
0.7
90
.69
0.7
90
.54
0.7
50
.78
09
93
40
22
0.7
20
.66
0.9
20
.86
0.9
20
.91
0.9
0.9
10
.71
0.8
80
.58
0.8
60
.83
0.8
0.8
60
.66
0.6
80
.78
0.7
70
.77
0.5
80
.77
0.7
7
09
93
40
23
0.6
50
.81
0.7
90
.80
.77
0.7
60
.72
0.7
40
.71
10
.77
0.7
20
.79
0.6
80
.61
0.7
60
.65
0.8
0.7
30
.69
0.7
60
.63
0.7
50
.79
09
93
40
24
0.7
70
.73
0.9
10
.92
0.9
20
.90
.89
0.8
80
.88
0.7
71
0.6
60
.94
0.8
40
.84
0.9
0.7
10
.72
0.8
60
.78
0.8
10
.66
0.8
60
.87
09
93
40
25
0.6
8-9
.90
.63
0.7
40
.66
0.7
0.6
4-9
.90
.58
0.7
20
.66
1-9
.9-9
.9-9
.9-9
.90
.63
0.5
90
.66
0.6
30
.66
0.7
1-9
.9-9
.9
09
93
40
27
0.7
60
.86
0.8
80
.94
0.9
0.8
90
.85
0.8
50
.86
0.7
90
.94
-9.9
10
.84
0.7
80
.88
0.7
20
.68
0.8
40
.74
0.8
70
.66
0.8
60
.85
09
93
40
32
0.6
7-9
.90
.87
0.8
40
.84
0.8
30
.82
0.8
40
.83
0.6
80
.84
-9.9
0.8
41
0.8
60
.80
.57
0.6
50
.72
0.6
60
.70
.53
0.7
70
.81
09
93
40
38
0.8
-9.9
0.8
10
.77
0.8
40
.86
0.9
0.8
0.8
0.6
10
.84
-9.9
0.7
80
.86
10
.84
-9.9
0.8
70
.74
0.6
50
.73
0.4
90
.74
0.7
5
09
93
40
39
0.8
0.7
20
.89
0.8
50
.91
0.8
90
.89
0.9
20
.86
0.7
60
.9-9
.90
.88
0.8
0.8
41
0.6
20
.71
0.8
10
.70
.77
0.5
30
.80
.82
09
93
50
02
0.7
30
.72
0.6
40
.66
0.7
0.7
20
.74
0.6
70
.66
0.6
50
.71
0.6
30
.72
0.5
7-9
.90
.62
10
.78
0.7
50
.65
0.6
10
.73
0.8
10
.71
09
93
50
03
0.7
1-9
.90
.73
0.7
20
.74
0.7
20
.73
0.7
0.6
80
.80
.72
0.5
90
.68
0.6
50
.87
0.7
10
.78
10
.74
0.7
10
.67
0.6
30
.75
0.7
3
09
93
50
04
0.8
40
.84
0.8
30
.85
0.8
60
.87
0.8
50
.79
0.7
80
.73
0.8
60
.66
0.8
40
.72
0.7
40
.81
0.7
50
.74
10
.81
0.8
10
.80
.86
0.8
8
09
93
50
05
0.8
20
.76
0.8
0.8
0.8
0.7
70
.75
0.6
90
.77
0.6
90
.78
0.6
30
.74
0.6
60
.65
0.7
0.6
50
.71
0.8
11
0.7
30
.71
0.6
40
.71
09
93
50
06
0.8
30
.81
0.8
0.8
30
.82
0.8
20
.80
.79
0.7
70
.76
0.8
10
.66
0.8
70
.70
.73
0.7
70
.61
0.6
70
.81
0.7
31
0.7
30
.91
0.8
9
09
93
50
07
0.8
50
.78
0.6
80
.73
0.6
70
.66
0.7
0.5
40
.58
0.6
30
.66
0.7
10
.66
0.5
30
.49
0.5
30
.73
0.6
30
.80
.71
0.7
31
0.6
10
.67
09
93
50
12
0.8
60
.84
0.8
30
.84
0.8
40
.81
0.8
50
.75
0.7
70
.75
0.8
6-9
.90
.86
0.7
70
.74
0.8
0.8
10
.75
0.8
60
.64
0.9
10
.61
10
.85
09
93
50
14
-9.9
0.7
70
.82
0.8
40
.84
0.8
40
.83
0.7
80
.77
0.7
90
.87
-9.9
0.8
50
.81
0.7
50
.82
0.7
10
.73
0.8
80
.71
0.8
90
.67
0.8
51
No
te:
-9.9
im
pli
es t
her
e w
as n
o c
on
curr
ent
dat
a am
on
g t
he
stat
ion
s
Ap
pen
dix
A2
.3 C
on
tin
ued
9
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
Inte
rven
ing
Ca
tch
men
t o
f 1
kb
4 (
18
Ra
infa
ll G
au
gin
g S
tati
on
s)
09
83
40
01
09
83
40
05
09
83
50
07
09
83
50
21
09
83
50
22
09
83
50
24
09
83
50
25
09
83
50
34
09
83
50
36
09
83
60
06
09
93
40
21
09
93
40
34
09
93
40
38
09
93
40
39
09
93
50
04
09
93
50
05
09
93
50
07
09
93
50
09
09
83
40
01
10
.87
0.4
70
.58
0.4
40
.58
0.4
80
.60
.81
0.7
90
.78
0.7
50
.59
0.7
90
.69
0.7
20
.54
0.5
6
09
83
40
05
0.8
71
0.5
90
.71
0.6
50
.69
0.7
20
.75
-9.9
-9.9
0.9
3-9
.9-9
.9-9
.90
.80
.87
0.6
9-9
.9
09
83
50
07
0.4
70
.59
10
.83
0.5
30
.85
0.4
90
.76
0.4
2-9
.90
.53
0.5
90
.55
0.6
80
.64
0.6
30
.72
0.7
9
09
83
50
21
0.5
80
.71
0.8
31
0.7
60
.94
0.7
20
.93
0.6
20
.91
0.6
80
.64
0.6
20
.66
0.7
60
.68
0.7
50
.68
09
83
50
22
0.4
40
.65
0.5
30
.76
10
.80
.88
0.8
30
.49
0.9
10
.56
0.6
0.6
10
.62
0.5
90
.54
0.5
70
.69
09
83
50
24
0.5
80
.69
0.8
50
.94
0.8
10
.77
0.9
30
.68
0.8
60
.71
0.6
90
.69
0.7
40
.77
0.6
80
.73
0.8
1
09
83
50
25
0.4
80
.72
0.4
90
.72
0.8
80
.77
10
.75
0.5
40
.81
0.5
90
.65
0.5
60
.66
0.6
20
.58
0.5
80
.72
09
83
50
34
0.6
0.7
50
.76
0.9
30
.83
0.9
30
.75
10
.70
.76
0.7
40
.67
0.6
90
.74
0.7
50
.63
0.6
80
.75
09
83
50
36
0.8
1-9
.90
.42
0.6
20
.49
0.6
80
.54
0.7
10
.65
0.8
0.7
90
.72
0.7
80
.72
0.6
90
.53
0.6
2
09
83
60
06
0.7
9-9
.9-9
.90
.91
0.9
10
.86
0.8
10
.76
0.6
51
0.7
1-9
.9-9
.90
.71
0.8
40
.77
0.7
30
.81
09
93
40
21
0.7
80
.93
0.5
30
.68
0.5
60
.71
0.5
90
.74
0.8
0.7
11
0.8
40
.86
0.9
30
.81
0.7
50
.60
.69
09
93
40
34
0.7
5-9
.90
.59
0.6
40
.60
.69
0.6
50
.67
0.7
9-9
.90
.84
10
.77
0.8
70
.71
0.7
0.5
10
.67
09
93
40
38
0.5
9-9
.90
.55
0.6
20
.61
0.6
90
.56
0.6
90
.72
-9.9
0.8
60
.77
10
.84
0.7
40
.65
0.4
90
.72
09
93
40
39
0.7
9-9
.90
.68
0.6
60
.62
0.7
40
.66
0.7
40
.78
0.7
10
.93
0.8
70
.84
10
.81
0.7
0.5
30
.72
09
93
50
04
0.6
90
.80
.64
0.7
60
.59
0.7
70
.62
0.7
50
.72
0.8
40
.81
0.7
10
.74
0.8
11
0.8
0.8
0.8
09
93
50
05
0.7
20
.87
0.6
30
.68
0.5
40
.68
0.5
80
.63
0.6
90
.77
0.7
50
.70
.65
0.7
0.8
10
.71
0.5
5
09
93
50
07
0.5
40
.69
0.7
20
.75
0.5
70
.73
0.5
80
.68
0.5
30
.73
0.6
0.5
10
.49
0.5
30
.80
.71
10
.62
09
93
50
09
0.5
6-9
.90
.79
0.6
80
.69
0.8
10
.72
0.7
50
.62
0.8
10
.69
0.6
70
.72
0.7
20
.80
.55
0.6
21
Inte
rven
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Ca
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men
t o
f 1
kb
17
(1
4 R
ain
fall
Ga
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09
83
50
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09
83
50
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09
83
50
41
09
83
50
43
09
83
50
47
09
83
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09
83
60
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09
83
60
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09
83
60
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83
60
03
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83
60
04
09
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60
06
09
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60
11
09
93
50
07
09
83
50
05
10
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-9.9
-9.9
-9.9
-9.9
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40
.25
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30
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.79
09
83
50
23
0.7
21
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-9.9
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0.7
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09
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09
83
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47
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1-9
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0.5
10
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0.7
80
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0.4
3
09
83
50
50
-9.9
-9.9
-9.9
0.7
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4
09
83
60
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0.7
40
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0.7
60
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0.6
90
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40
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09
83
60
01
0.2
50
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10
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83
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02
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71
0.6
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20
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09
83
60
03
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0.6
61
0.7
40
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0.7
80
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09
83
60
04
0.8
30
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8-9
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0.8
40
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41
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30
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09
83
60
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-9.9
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50
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10
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09
93
50
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0.7
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No
te:
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im
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as n
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stat
ion
s
10
REMP Technical Report 14 Vol. 2: Appendices
Appendix A2.4: Listing of the time of the Onset and Cessation; Average Duration and
Magnitude of rainfall at each rain gauge station
No. Station Onset Cessation Duration
Long
Rains
(mm)
Mean Annual
Rainfall
(mm)
1 09536004 32 12 17 546.97 580.39
2 09536017 32 12 17 529.21 573.63
3 09635001 33 11 15 526.14 566.35
4 09635010 33 12 16 518.32 559.06
5 09635011 33 11 15 573.97 630.01
6 09635012 33 11 15 506.99 545.02
7 09635014 33 11 15 502.66 537.33
8 09635026 31 11 17 611.63 632.80
9 09636000 34 13 16 619.74 691.10
10 09636006 33 14 18 694.25 763.33
11 09636008 33 12 16 632.93 705.14
12 09636013 33 12 16 564.51 593.75
13 09636018 30 15 22 1364.73 1634.72
14 09636020 33 11 15 482.54 529.96
15 09636026 33 15 19 526.40 581.42
16 09636027 32 15 20 1178.65 1357.06
17 09636029 34 12 15 418.73 477.39
18 09733000 33 12 16 875.15 957.34
19 09733002 32 11 16 883.09 950.00
20 09734000 33 12 16 602.50 665.60
21 09734001 33 11 15 528.52 583.92
22 09735002 33 12 16 589.11 648.21
23 09735003 33 12 16 594.13 656.50
24 09735004 32 12 17 377.49 397.48
25 09735007 33 12 16 672.12 737.71
26 09735008 33 12 16 572.93 620.34
27 09735013 33 12 16 576.01 621.09
28 09735014 33 12 16 666.15 732.16
29 09735015 32 12 17 704.58 745.25
30 09736003 33 12 16 558.91 628.05
31 09736004 36 15 16 1357.87 1768.15
32 09736006 33 12 16 347.78 402.05
33 09736007 30 13 20 909.49 1021.35
34 09736008 32 13 18 909.76 1062.71
35 09736012 34 11 14 540.93 656.44
36 09736016 32 14 19 1244.97 1405.52
37 09736017 33 11 15 747.03 795.49
38 09737000 31 14 20 974.41 1125.40
39 09737005 33 15 19 1340.36 1608.87
11
REMP Technical Report 14 Vol. 2: Appendices
No. Station Onset Cessation Duration
Long
Rains
(mm)
Mean Annual
Rainfall
(mm)
40 09737006 31 15 21 1545.41 1937.16
41 09737008 34 14 17 799.42 968.90
42 09737011 32 14 19 1157.52 1309.49
43 09737013 31 15 21 2223.65 2480.36
44 09737014 32 13 18 951.06 1230.99
45 09738000 26 8 19 737.02 830.25
46 09738004 32 13 18 884.85 1051.64
47 09738018 30 15 22 735.16 820.83
48 09833000 32 12 17 537.33 584.49
49 09833001 32 12 17 871.76 938.72
50 09833002 33 10 14 781.45 866.68
51 09833003 34 12 15 965.74 1103.07
52 09833010 33 13 17 1864.46 2073.70
53 09833015 33 12 16 1152.13 1271.58
54 09833020 33 12 16 862.03 964.22
55 09833025 33 13 17 942.42 1046.10
56 09834000 33 12 16 648.79 724.81
57 09834001 32 10 15 733.98 805.31
58 09834002 34 11 14 722.24 825.86
59 09834003 33 11 15 579.27 622.87
60 09834004 34 10 13 616.73 695.34
61 09834005 34 12 15 759.79 832.23
62 09834006 33 11 15 675.93 730.98
63 09834008 33 11 15 585.29 634.10
64 09834010 33 11 15 719.63 793.17
65 09834011 33 11 15 668.37 720.63
66 09834012 33 10 14 584.44 658.52
67 09834013 33 12 16 887.70 1036.06
68 09834016 32 10 15 459.81 489.94
69 09834018 33 13 17 463.36 502.13
70 09835002 32 12 17 785.93 842.70
71 09835005 33 13 17 984.36 1082.15
72 09835007 34 14 17 1655.16 1892.03
73 09835009 33 14 18 1254.68 1421.49
74 09835010 32 10 15 710.58 787.49
75 09835011 32 11 16 891.20 987.10
76 09835013 33 12 16 981.84 1134.61
77 09835015 33 13 17 622.95 687.33
78 09835016 33 10 14 614.72 711.85
79 09835017 33 12 16 881.24 965.54
80 09835019 33 13 17 1151.64 1293.78
12
REMP Technical Report 14 Vol. 2: Appendices
No. Station Onset Cessation Duration
Long
Rains
(mm)
Mean Annual
Rainfall
(mm)
81 09835021 17 1240.04
82 09835022 18 2238.13
83 09835023 17 1484.62
84 09835024 19 1537.64
85 09835025
34 14 1461.17
34 15 2634.58
34 14 1730.71
32 14 1711.64
32 14 19 2669.03 2942.55
86 09835026 33 13 17 1088.29 1223.43
87 09835027 35 13 15 641.23 706.88
88 34 13 16 912.17 1045.48
89 09835033 32 11 16 876.75 954.09
90 09835034 33 15 19 1190.70 1331.88
91 09835036 32 17 846.46 905.33
92 09835039 32 12 17 806.57 852.46
93 09835040 33 11 15 733.39 828.70
94 09835042 32 13 18 826.52
95 09835043 34 13 16 816.70 933.56
96 09835044 32 11 16 1236.42 1339.25
97 09835047 31 15 21 1135.71 1240.09
98 09835050 32 14 19 1216.26 1350.81
99 09835053 32 11 16 703.58 779.89
100 09836000 34 14 17 1173.50 1333.09
101 33 13 17 1695.33 1960.22
102 09836002 33 13 17 1556.76 1828.05
103 09836003 33 13 17 1113.82 1258.66
104 09836004 34 16 1061.98 1212.05
105 09836006 30 12 19 784.25 1048.25
106 09836011 32 13 18 1145.77 1254.73
107 09838002 31 14 20 875.93
108 09839004 32 14 19 889.43 1007.17
109 09933000 32 15 20 1996.28 2395.46
110 09933002 32 15 20 2025.98 2432.94
111 09933004 32 14 19 1727.29 2071.94
112 09933005 32 15 20 1927.05 2290.15
113 09933007 32 15 20 1969.24 2394.25
114 33 15 19 2317.94 2721.91
115 09933011 32 15 20 2117.75 2419.79
116 09933013 32 15 20 1661.13 1916.54
117 09933020 35 17 1686.80 2144.10
118 09933022 33 13 17 604.03 753.64
119 09933023 34 13 16 2031.10 2546.19
120 09933024 32 14 19 1885.57
121 09933025 32 15 20 1352.38 1556.35
09835030
12
744.24
09836001
13
779.14
09933010
15
1588.27
13
REMP Technical Report 14 Vol. 2: Appendices
No. Onset Cessation
Mean Annual
Rainfall
(mm)
Long
Rains
(mm)Station Duration
122 09933028 31 15 21 989.33 1145.87
123 09933029 32 15 20 1898.48 2166.18
124 09933031 33 12 16 912.30 1017.43
125 09933033 30 12 19 2017.47 2254.95
126 09934000 32 13 18 2457.91 2662.70
127 09934001 33 12 16 980.84 1078.92
128 09934008 33 12 16 1544.86 1766.58
129 09934009 33 13 17 725.89 815.69
130 09934010 33 13 17 1055.27 1159.06
131 09934011 31 13 19 1471.86 1586.87
132 09934013 33 12 16 1121.94 1275.30
133 09934015 32 12 17 1079.93 1170.14
134 09934018 32 13 18 1050.91 1132.30
135 09934019 32 12 17 943.25 1027.20
136 09934020 32 12 17 911.45 988.43
137 09934021 32 12 17 1004.33 1078.66
138 09934022 11 15 912.98 1026.54
139 09934023 32 13 18 2080.96 2281.33
140 09934024 32 12 17 1239.09 1355.49
141 09934025 33 12 16 1965.20 2160.26
142 09934026 33 13 17 1255.29 1399.32
143 09934027 32 13 18 1248.28 1360.11
144 09934029 34 13 16 2053.69 2294.47
145 09934032 32 11 16 938.29 1051.36
146 09934034 34 13 16 772.66 911.75
147 09934038 33 12 16 914.17 1013.36
148 09934039 32 12 17 920.82 992.37
149 09934049 30 13 20 1545.19 1659.70
150 09935002 32 13 18 1013.82 1115.12
151 09935003 32 13 18 1932.06 2078.25
152 09935004 31 13 19 1638.85 1825.74
153 09935005 32 13 18 1454.80 1580.66
154 09935006 32 13 18 1220.54 1294.30
155 09935007 32 13 18 1213.15 1366.83
156 09935009 32 13 18 1987.69 2292.79
157 09935012 32 13 18 3269.62 3478.81
158 09935014 32 13 18 3101.96 3355.17
159 09933007 32 15 20 1969.24 2394.25
33
14
RE
MP
Tec
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0
15
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
No
.S
tati
on
Co
de
Sta
rt
Yea
r
En
d
yea
r
Rec
ord
len
gth
(yea
rs)
No
. o
f d
ata
po
ints
% o
f m
issi
ng
da
ta
Da
ily
mea
n f
low
(m3/s
)
Ca
tch
men
t
Are
a (
km
2)
33
1k
a63
19
74
19
85
12
4,7
17
74
.52
.28
-
34
1k
b4
19
55
19
82
28
10
,34
73
8.9
20
5.2
32
0,0
15
35
1k
b8
19
56
19
90
35
13
,05
72
3.2
39
.91
2,5
85
36
1k
b9
19
56
19
89
34
12
,57
02
4.6
65
.24
5,6
25
.6
37
1k
b1
01
96
01
98
72
81
0,3
18
23
.22
21
.87
14
,36
1.7
38
1k
b1
41
95
81
98
83
11
1,5
66
0.6
5.6
05
98
39
1k
b1
51
95
81
98
22
59
,25
12
1.0
19
.34
30
4.8
40
1k
b1
5a
19
60
19
89
30
11
,13
93
.52
2.2
23
28
.7
41
1k
b1
71
95
71
98
42
81
0,2
27
25
.85
19
.44
33
,06
6
42
1k
b1
8a
19
58
19
72
15
5,6
60
12
.94
.36
37
7.7
43
1k
b1
8b
19
76
19
90
15
5,6
30
29
.07
.60
52
9.1
44
1k
b1
91
96
11
98
82
81
0,5
31
6.7
3.7
23
31
.1
45
1k
b2
01
96
01
96
91
03
,95
79
.42
.25
95
46
1k
b2
31
96
21
98
62
59
,13
11
4.8
0.9
93
14
.1
47
1k
b2
41
96
11
98
62
69
,67
71
2.1
0.8
63
8.8
48
1k
b2
61
96
61
98
82
38
,49
11
4.2
2.4
49
2.2
49
1k
b2
71
97
61
98
91
45
,35
77
5.2
41
.09
-
50
1k
b2
81
97
41
99
11
86
,90
92
2.7
1.0
1-
16
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
Ap
pen
dix
A4
.2:
Gra
ph
s o
f R
ati
ng
Cu
rves
fo
r a
ll t
he
flo
w g
au
gin
g S
tati
on
s u
sed
in
th
is S
tud
y
17
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
18
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
19
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
20
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
21
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
22
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
23
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
24
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
25
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
26
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
27
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
28
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
29
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
30
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
31
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
32
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
33
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
34
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
35
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
Ap
pen
dix
A4
.3:
Ra
tin
g C
urv
es a
t M
lok
a (
1k
4)
an
d t
hei
r R
esp
ecti
ve
Err
or
Dia
gra
ms
36
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
37
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
38
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
39
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
40
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
41
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
Ap
pen
dix
A4
.4:
Ra
tin
g C
urv
es a
t M
lok
a (
1k
4)
in c
om
pa
riso
n w
ith
Rec
ent
Sp
ot
Mea
sure
men
ts
42
Ra
tin
g c
urv
e a
t M
lok
a (
1k
4)
wit
h n
o l
ag
fo
r fl
ow
s a
t S
tie
gle
r's
Go
rge
012345678
0500
1000
1500
2000
2500
3000
35
00
400
0450
05000
Meas
ure
d F
low
s a
t S
tieg
ler'
s G
org
e (
Cu
me
cs)
Gauge Heights at Mloka (m)
Measu
red f
low
s a
t S
tiegle
r's G
org
e a
ssum
ed
to b
e t
he s
am
e a
t M
loka (
1978
-1979)
Rating
curv
e a
t M
loka
Spot m
easure
ments
at M
loka
by W
RE
P a
nd
Min
istr
y o
f W
ate
r (1
97
8-2
001)
Measu
red
by M
AJI
in
May 1
980
Meas
ure
d b
y M
AJI in
Marc
h 1
978
Measu
red
by W
RE
P
in J
an
2001
Meas
ure
d b
y W
RE
Pin
Feb
20
01
Measu
red
by W
RE
P in
Ma
y 2
000
Mea
su
red
by
MA
JI
in J
un
e1980
RE
MP
Tec
hn
ica
l R
epo
rt 1
4 V
ol.
2:
Ap
pen
dic
es
Rati
ng
cu
rve
at
Mlo
ka (
1k4)
wit
h f
low
sat
Sti
eg
ler'
s G
org
e lag
ged
by 1
-day
012345678
0500
1000
1500
2000
2500
3000
3500
4000
4500
5000
Measu
red
Dis
ch
arg
e a
t S
tieg
ler'
sG
org
e(C
um
ecs)
Gauge Heights at Mloka (m)
Mea
su
red
dis
ch
arg
e a
t S
tieg
ler's G
org
eand la
gged
by 1
day a
t M
loka (
1978-1
979)
Spot m
easure
men
ts o
f dis
chage a
t M
loka
(197
8-2
00
1)
Rating
curv
e a
t M
loka
Me
asu
red
byW
RE
P in
Ma
y
20
00
Mea
su
red
by M
AJ
I in
Ju
ne
198
0
Me
as
ure
db
y M
AJ
I in
May 1
98
0
Me
as
ure
d b
y M
AJ
Iin
Ma
rch
19
78
Mea
su
red
by
WR
EP
in
Ja
n
20
01
Measu
red
by
WR
EP
in
Feb
200
1
43
REMP Technical Report 14 Vol. 2: Appendices
Appendix A6.1: List of 2 m Interval Contours Maps of Rufiji Floodplain from RUBADA
No.
Lower Rufiji
Floodplain 2m
Interval Map
from RUBADA
2m
Contour
Map
Digitized?
Digitized
River
Present for
this Map?
No.
Lower Rufiji
Floodplain 2m
Interval Map
from RUBADA
2m
Contour
Map
Digitized?
Digitized
River
Present for
this Map?
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
B061
B062
B064
B071
B072
B073
B074
B081
B082
B083
B084
B093
B094
C071
C072
C073
C074
C081
C082
C083
C084
C091
C092
C093
C094
D061
D062
D071
D072
D073
D081
D082
D084
D091
D092
D093
D094
D101
D103
D104
D113
D114
E091
E092
E101
E102
E103
E104
E111
E112
E113
E114
E121
No
No
No
No
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
No
No
No
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
No
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
E122
E123
E124
E131
E132
E133
E134
E143
E144
E153
E154
E163
E164
E173
E174
E183
F112
F121
F122
F131
F132
F141
F142
F143
F144
F151
F152
F153
F154
F161
F162
F163
F164
F171
F172
F173
F174
F181
F183
G161
G162
G164
G171
G172
G173
G174
G181
G183
H172
H181
H183
J181
J183
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
No
No
No
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
Yes
No
No
44