Basic HTML Version
174
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WATER YEAR : 2013
MUN RIVER BASIN
Huai Khayung at Ban Non Si Khlai, Si Sa Ket (M.176)
Lat 15 - 00 - 18 N Long 104 - 38 - 14 E
Locat on : on e t an at Ban Non S K a .
3,131
sq.km.
Staff gage.
+110.210 m. (MSL.)
B.M.-H.D.
On left bank at the footpath of the bridge.
Elevation
3-time daily readings at 06.00, 12.00 and 18.00 hours.
Drainge Area
Amphoe
Kanthararom
Changwat
Si Sa Ket
Ban
Non Si Khlai
Gage Reading Frequency
Zero Gage at Bottom
+124.131 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Arithmetic mean of 3 readings
2003 to date
2003 to date
-
2003 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 very good. Stage-discharge relation defined by 60 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
110.59
110.91
111.09
111.15
114.07
116.35
121.95
116.58
112.98
112.75
111.99
110.99
2
110.70
110.82
111.07
111.07
114.31
116.80
121.69
116.15
112.76
112.77
111.97
110.92
3
110.77
110.80
111.01
110.98
114.51
116.52
121.44
115.77
112.62
112.70
111.93
110.93
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
110.74
110.75
111.00
110.95
114.59
116.14
121.06
115.36
112.53
112.57
111.91
110.90
5
110.75
110.71
110.99
111.00
115.11
115.82
120.58
115.12
112.39
112.51
111.83
110.85
6
110.78
110.69
110.95
111.06
115.47
114.94
120.24
115.03
112.09
112.59
111.83
110.84
7
110.77
110.66
110.89
111.16
115.64
115.27
120.05
114.89
112.30
112.56
111.78
110.83
8
110.77
110.66
110.81
111.54
115.69
115.69
119.88
114.80
112.49
112.50
111.75
110.81
9
110.70
110.68
110.64
111.90
116.13
116.51
119.63
114.80
111.45
112.49
111.71
110.81
10
110.56
110.74
110.67
112.27
116.57
116.69
119.25
114.69
111.41
112.50
111.69
110.83
11
110.56
110.80
110.88
112.30
116.73
116.41
118.97
114.48
111.56
112.47
111.67
110.85
12
110 53
110 95
110 89
112 22
116 69
115 98
118 27
114 31
112 12
112 40
111 63
110 84
.
.
.
.
.
.
.
.
.
.
.
.
13
110.51
110.91
110.85
112.18
116.49
115.53
117.62
114.22
112.14
112.38
111.60
110.83
14
110.51
110.85
110.81
111.91
116.23
115.25
117.27
114.11
112.30
112.37
111.58
110.84
15
110.47
110.84
111.22
111.81
116.29
115.20
117.02
114.01
112.62
112.36
111.57
110.84
16
110.43
110.86
112.80
111.64
116.46
115.39
117.33
113.84
112.79
112.35
111.56
110.84
17
110.42
110.87
112.35
111.60
116.11
115.91
118.65
113.71
113.77
112.32
111.51
110.85
18
110.41
110.93
111.87
111.61
115.52
115.99
118.63
113.55
115.44
112.28
111.48
110.87
19
110.41
110.95
111.59
111.60
115.05
117.38
119.72
113.35
115.71
112.25
111.42
110.87
20
110.41
111.01
111.42
111.81
114.60
120.48
120.52
113.26
115.38
112.24
111.36
110.86
21
110.39
111.69
111.40
112.46
114.24
121.68
120.85
113.16
114.20
112.26
111.31
110.83
22
110.39
111.59
111.45
113.30
114.00
122.37
120.84
113.06
113.95
112.25
111.29
110.81
23
110.39
111.47
111.45
113.40
113.87
122.77
120.79
112.76
113.64
112.23
111.26
110.78
24
110.49
111.42
111.46
113.55
113.73
122.96
120.71
112.65
113.46
112.22
111.22
110.77
25
110.71
111.37
111.51
113.78
113.76
122.87
120.62
112.59
113.36
112.23
111.17
110.75
26
110.74
111.48
111.67
113.87
113.75
122.79
120.29
112.57
113.09
112.21
111.12
110.69
27
110.90
111.55
111.69
113.81
113.78
122.77
119.61
112.57
113.04
112.19
111.09
110.68
28
111.01
111.47
111.48
113.17
113.80
122.63
118.85
112.72
112.92
112.13
111.07
110.67
29
110.97
111.28
111.39
112.99
114.24
122.40
118.34
114.30
112.79
112.08
110.65
30
110.97
111.17
111.20
113.52
115.09
122.12
117.65
113.65
112.71
112.07
110.63
31
111.07
113.95
115.81
117.08
112.69
112.07
110.70
----------
--------------
Mean
110.62
111.03
111.28
112.24
115.11
118.32
119.53
114.07
112.99
112.36
111.55
110.81
Max
111.01
111.69
112.80
113.95
116.73
122.96
121.95
116.58
115.71
112.77
111.99
110.99
122.96
Min
110.39
110.66
110.64
110.95
113.73
114.94
117.02
112.57
111.41
112.07
111.07
110.63
110.39
122.97
m. (MSL.) ,
110.21
m. (MSL.) ,
River Bed 109.79
m. (MSL.)
123.85
m. (MSL.) ,
123.59
m. (MSL.) ,
Drainage Area 3131 Square Kilometers
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at 12.00 Hours, on Sep 24, 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation