Basic HTML Version
410
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WATER YEAR : 2013
NAN RIVER BASIN
Khlong Tron at Ban Wang Pla Kod , Uttaradit (N.72)
Lat 17 - 27 - 24 N Long 100 - 16 - 39 E
Locat on : on r g t an at Ban Wang P a Ko .
225
sq.km.
Staff gage
+60.891 m. (MSL.)
B.M.- H.D.
On right bank near the gage site.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
+69.454 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Thong Saen Khan
Changwat
Uttaradit
Ban
Wang Pla Kod
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Arithmetic mean of 5 readings
2005 to date
2005 to date
-
2005 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. Stage-discharge relation defined by 8 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
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-----------------
1
61.94
61.97
61.81
61.80
62.13
62.09
62.69
62.27
62.01
61.79
61.16
61.49
2
61.99
61.94
61.78
61.71
62.18
62.97
62.54
62.26
61.95
61.80
61.16
61.47
3
62.11
61.92
61.76
61.68
62.18
62.76
63.69
62.26
61.85
61.81
61.16
61.39
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
62.12
61.86
61.74
62.08
62.12
62.43
63.88
62.24
61.87
61.80
61.16
61.31
5
62.14
62.06
62.81
62.52
62.04
62.34
62.68
62.22
61.87
61.75
61.16
61.24
6
62.17
62.06
62.28
62.47
61.96
62.32
62.52
62.23
61.79
61.70
61.16
61.18
7
62.11
62.06
62.08
62.50
61.96
62.44
62.41
62.24
61.74
61.58
61.16
61.40
8
62.34
62.04
62.07
63.39
61.96
62.49
62.31
62.24
61.69
61.49
61.17
61.79
9
62.11
62.02
62.00
63.34
61.94
62.48
62.26
62.24
61.62
61.37
61.17
61.69
10
61.99
61.99
61.94
63.14
61.92
62.48
62.27
62.25
61.55
61.27
61.17
61.59
11
62.14
61.89
61.93
62.66
62.26
62.39
62.24
62.28
61.44
61.16
61.18
61.56
12
61 92
62 09
61 95
62 69
62 19
62 67
62 22
62 27
61 32
61 14
61 18
61 52
.
.
.
.
.
.
.
.
.
.
.
.
13
61.99
62.19
61.97
62.42
62.06
63.09
62.22
62.26
61.25
61.13
61.18
61.49
14
62.03
62.09
61.95
62.28
62.17
63.01
62.27
62.27
61.22
61.12
61.18
61.46
15
62.09
61.99
61.92
62.18
62.17
63.17
62.23
62.29
61.19
61.12
61.19
61.37
16
62.14
61.89
61.89
62.12
62.19
63.20
62.17
62.24
61.14
61.12
61.19
61.28
17
62.10
61.82
61.83
62.09
62.18
63.66
62.61
62.28
61.90
61.13
61.19
61.16
18
62.07
61.82
61.77
62.06
62.14
62.84
62.89
62.27
61.79
61.13
61.34
61.21
19
61.99
61.83
61.74
62.03
62.12
62.50
62.98
62.26
61.72
61.13
61.44
61.26
20
61.94
61.83
61.89
61.99
62.08
62.38
62.62
62.20
61.74
61.13
61.92
61.29
21
62.07
61.97
62.14
61.97
62.09
62.30
62.47
62.15
61.77
61.14
62.02
61.33
22
62.14
61.97
62.16
61.95
62.19
62.36
62.37
62.12
61.74
61.14
61.84
61.70
23
62.19
61.96
62.06
61.93
62.49
62.52
62.34
62.12
61.72
61.14
61.82
62.14
24
62.26
61.94
61.99
61.79
62.41
62.41
62.70
62.11
61.62
61.14
61.80
62.08
25
62.26
61.94
61.95
61.99
62.28
62.30
62.72
62.10
61.51
61.15
61.78
62.04
26
62.21
61.94
61.99
61.79
62.25
62.20
62.74
62.10
61.50
61.15
61.82
61.99
27
62.16
61.91
62.18
61.76
62.16
64.51
62.51
62.08
61.64
61.15
61.69
61.89
28
62.11
61.91
62.03
61.74
62.13
65.64
62.43
62.06
61.73
61.15
61.62
61.79
29
62.09
61.91
62.00
61.81
62.10
64.52
62.36
62.05
61.80
61.15
61.64
30
62.07
61.89
61.99
61.79
62.09
64.22
62.29
62.04
61.76
61.15
61.54
31
61.89
61.75
62.11
62.29
61.77
61.16
61.39
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Mean
62.10
61.95
61.99
62.17
62.14
62.89
62.55
62.20
61.65
61.30
61.39
61.54
Max
62.34
62.19
62.81
63.39
62.49
65.64
63.88
62.29
62.01
61.81
62.02
62.14
65.64
Min
61.92
61.82
61.74
61.68
61.92
62.09
62.17
62.04
61.14
61.12
61.16
61.16
61.12
65.94
m. (MSL.) ,
60.89
m. (MSL.) ,
River Bed 58.99
m. (MSL.)
68.22
m. (MSL.) ,
68.25
m. (MSL.) ,
Drainage Area 225 Square Kilometers
at 15.00 Hours , on Sep 28 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation
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