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WATER YEAR : 2013
SAKAE KRANG RIVER BASIN
Nam Mae Wong at Ban Pang Makha, Kamphaeng Phet (Ct.5A)
Lat 15 - 55 - 33 N Long 99 - 30 - 22 E
Locat on : on e t an e n Wat Pang Ma a.
977
sq.km.
Water - stage recorder
+0.000 m. (MSL.)
B.M.-H.D.
In front of the station office
Elevation
Recording
Drainge Area
Amphoe
Khanu Woralaksaburi
Changwat
Kamphaeng Phet
Ban
Pang Makha
Gage Reading Frequency
Zero Gage at Bottom
+108.090 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Arithmetic mean of 24 readings
1969 to date
1969 to date
-
1969 to date
Fairly stable
No overbank flow.
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Basis of Mean Daily Gage Height
Records good. Flow effected by the local weir above gage site estimated by recession equation.
Stage-discharge relation defined by 31 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
103.10
103.55
103.76
103.10
103.54
103.25
104.25
103.76
103.09
102.88
103.38
103.26
2
103.09
103.41
103.73
103.07
103.60
103.38
104.14
103.68
103.09
102.87
103.38
103.25
3
103.09
103.34
103.60
103.09
103.41
103.38
105.10
103.62
103.08
102.87
103.38
103.24
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
103.08
103.33
103.28
103.61
103.32
103.45
105.42
103.56
103.08
102.86
103.38
103.24
5
103.07
103.68
103.10
103.69
103.39
103.47
104.69
103.52
103.07
102.86
103.38
103.23
6
103.07
103.37
103.21
103.58
103.36
103.36
104.09
103.48
103.07
102.86
103.38
103.23
7
103.06
103.24
104.11
103.46
103.37
103.42
103.99
103.44
103.06
102.85
103.37
103.22
8
103.06
103.15
104.04
103.37
103.93
103.36
103.91
103.42
103.05
102.85
103.36
103.21
9
103.06
103.07
103.44
103.87
103.66
104.00
103.82
103.39
103.05
102.85
103.36
103.21
10
103.08
102.99
103.34
103.62
103.95
103.69
103.76
103.38
103.04
102.84
103.36
103.20
11
103.09
102.94
103.64
103.44
104.85
103.62
103.67
103.37
103.03
102.84
103.31
103.20
12
103 09
102 93
103 86
103 36
105 96
103 89
103 56
103 35
103 02
102 84
103 31
103 20
.
.
.
.
.
.
.
.
.
.
.
.
13
103.12
102.91
103.95
103.47
104.46
104.22
103.45
103.34
103.01
102.83
103.31
103.19
14
103.14
102.92
104.00
103.32
104.08
104.15
103.39
103.32
103.00
102.83
103.30
103.19
15
103.15
103.00
103.60
103.23
104.13
104.26
103.38
103.23
102.99
102.82
103.30
103.19
16
103.15
102.99
103.48
103.37
103.83
103.92
103.37
103.21
102.98
102.82
103.30
103.19
17
103.17
102.97
103.36
103.25
103.72
104.00
103.55
103.20
102.97
102.82
103.30
103.18
18
103.20
102.94
103.29
103.16
103.63
104.15
103.83
103.19
102.96
102.81
103.30
103.18
19
103.23
102.92
103.38
103.13
103.55
103.98
104.00
103.18
102.95
102.81
103.29
103.18
20
103.23
102.91
103.62
103.09
103.50
104.57
104.58
103.18
102.94
102.80
103.29
103.18
21
103.24
102.90
103.38
103.04
103.48
105.33
104.68
103.16
102.93
102.80
103.29
103.22
22
103.24
102.89
103.42
103.02
103.44
105.38
104.29
103.15
102.92
102.80
103.28
103.22
23
103.25
102.88
103.36
103.04
103.42
104.52
104.07
103.15
102.91
102.79
103.28
103.58
24
103.26
102.87
103.29
103.44
103.39
104.57
103.90
103.15
102.90
102.79
103.28
103.32
25
103.36
102.86
103.24
103.27
103.37
104.38
104.47
103.14
102.90
102.79
103.28
103.22
26
103.33
102.92
103.24
103.20
103.34
104.05
104.75
103.13
102.90
102.79
103.27
103.20
27
103.41
103.04
103.21
103.17
103.36
103.99
104.20
103.12
102.89
102.79
103.27
103.19
28
103.53
102.98
103.18
103.16
103.38
103.93
104.03
103.12
102.89
102.78
103.26
103.19
29
103.63
102.90
103.16
103.36
103.29
104.02
103.91
103.11
102.89
102.78
103.19
30
103.48
102.92
103.14
103.63
103.23
104.32
103.82
103.10
102.88
102.78
103.18
31
103.76
103.68
103.20
103.79
102.88
102.78
103.18
----------
--------------
Mean
103.20
103.08
103.48
103.33
103.68
104.00
104.06
103.30
102.98
102.82
103.32
103.22
Max
103.63
103.76
104.11
103.87
105.96
105.38
105.42
103.76
103.09
102.88
103.38
103.58
105.96
Min
103.06
102.86
103.10
103.02
103.20
103.25
103.37
103.10
102.88
102.78
103.26
103.18
102.78
106.38
m. (MSL.) ,
0.00
m. (MSL.) ,
River Bed 102.31
m. (MSL.)
108.34
m. (MSL.) ,
106.86
m. (MSL.) ,
Drainage Area 977 Square Kilometers
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at 15.00 Hours , on Aug 12 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation