Basic HTML Version
434
Location : on left bank behind Wat Pang Makha.
977
sq.km.
Amphoe
Khanu Woralaksaburi
Changwat
Kamphaeng Phet
Ban
Pang Makha
WATER YEAR : 2012
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
Drainge Area
Water - stage recorder
+0.000 m. (MSL.)
B.M.-H.D.
In front of the station office
Elevation
Recording
Arithmetic mean of 24 readings
1969 to date
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+108.090 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Rating Operation
Period of Available Gage Records
1969 to date
-
1969 to date
Fairly stable
Overbank flow starts at elevation +106.870 m.(MSL.), records are channel flow only.
Records good. Flow effected by the local weir above gage site estimated by recession equation.
Stage-discharge relation defined by 22 discharge measurements made in 2012.
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
General Description
Period of Rating
Rated by Flot
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
103.06
103.01
103.23
102.83
103.02
103.39
103.81
103.29
103.11
102.85
103.00
102.93
2
102.96
103.01
103.44
102.82
102.97
103.29
103.70
103.28
103.10
102.84
103.00
102.97
3
102.87
103.02
103.32
102.83
102.94
103.31
103.66
103.28
103.09
102.86
102.99
103.37
4
102.85
103.02
103.16
102.83
102.93
103.22
103.68
103.27
103.08
103.12
102.99
103.44
5
102.84
103.02
102.96
102.84
102.92
104.16
103.71
103.26
103.07
103.11
102.98
103.40
6
102.83
103.11
102.90
102.99
103.00
104.32
104.01
103.24
103.06
103.09
102.97
103.58
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
102.82
103.35
103.00
103.32
103.01
106.57
103.79
103.23
103.05
103.08
102.97
103.65
8
103.07
103.35
104.48
103.18
102.98
106.30
104.00
103.22
103.04
103.08
103.05
103.55
9
102.98
103.23
104.26
103.17
103.03
105.97
104.77
103.21
103.03
103.08
103.04
103.46
10
102.90
103.43
103.63
103.10
103.11
104.86
105.88
103.20
103.02
103.08
103.03
103.42
11
102.88
103.28
103.16
102.99
103.02
104.72
105.39
103.20
103.01
103.07
103.02
103.36
12
102.87
103.11
103.05
103.14
103.00
104.27
104.54
103.19
103.00
103.07
103.01
103.30
13
102.86
103.00
103.08
102.98
102.98
104.45
104.23
103.18
102.97
103.07
103.00
103.28
14
102.85
102.94
103.02
102.92
103.08
104.30
104.06
103.18
102.96
103.07
103.00
103.28
15
102.85
102.91
102.96
102.98
103.06
104.47
103.96
103.17
102.96
103.06
102.99
103.27
16
102.89
102.90
102.93
102.96
103.05
104.33
103.85
103.15
102.95
103.06
102.99
103.27
17
102.86
102.92
102.90
102.94
103.06
104.18
103.68
103.14
102.95
103.06
102.98
103.26
18
102.84
103.22
102.87
102.92
103.03
103.98
103.60
103.14
102.94
103.06
102.98
103.26
19
102.85
103.13
102.87
102.91
103.01
103.83
103.54
103.13
102.93
103.05
102.98
103.25
20
102.89
103.32
102.86
102.90
103.16
103.82
103.49
103.11
102.92
103.05
102.97
103.25
21
102.86
103.36
102.86
102.89
103.82
105.12
103.46
103.11
102.91
103.04
102.97
103.24
22
102.84
103.26
102.92
102.87
103.24
104.98
103.45
103.10
102.90
103.03
102.96
103.23
23
102.83
103.17
102.91
102.86
103.07
104.49
103.42
103.09
102.89
103.03
102.96
103.19
24
102.99
103.15
102.90
102.85
103.05
104.14
103.37
103.09
102.88
103.02
102.95
103.17
25
103.09
103.39
102.89
102.87
103.04
105.06
103.35
103.48
102.88
103.14
102.95
103.16
26
103.08
103.32
102.88
102.99
103.24
104.11
103.32
103.38
102.87
103.05
102.95
103.15
27
103.07
103.26
102.86
103.06
103.23
103.85
103.31
103.21
102.87
103.01
102.95
103.14
28
103.06
103.59
102.86
103.04
103.44
103.81
103.34
103.17
102.86
103.05
102.93
103.14
29
103.04
103.38
102.85
103.00
103.33
104.31
103.32
103.14
102.86
103.06
103.13
30
103.03
103.30
102.87
103.05
104.02
104.15
103.31
103.12
102.86
103.04
103.12
31
103.25
103.06
103.43
103.30
102.85
103.01
103.11
----------
--------------
Mean
102.92
103.18
103.10
102.97
103.14
104.39
103.82
103.20
102.96
103.04
102.98
103.27
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Max
103.09
103.59
104.48
103.32
104.02
106.57
105.88
103.48
103.11
103.14
103.05
103.65
106.57
Min
102.82
102.90
102.85
102.82
102.92
103.22
103.30
103.09
102.85
102.84
102.93
102.93
102.82
107.40
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
at 18.00 Hours , on Sep 7 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation