Basic HTML Version
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WATER YEAR : 2013
MUN RIVER BASIN
Huai Samran at Ban Nongyaplong, Si Sa ket (M.9)
Lat 15 - 06 - 58 N Long 104 - 19 - 21 E
Locat on : on r g t an at t e r ge on H g way.
2,988
sq.km.
Water - stage recorder
+109.000 m. (MSL.)
B.M.-H.D.
On right bank at the top staff gage.
Elevation
Recording
Drainge Area
Amphoe
Mueang
Changwat
Si Sa Ket
Ban
Nongyaplong
Gage Reading Frequency
Zero Gage at Bottom
+124.692 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Arithmetic mean of 24 readings
1954 to date
1954, 1972 - 1981, 1987 to date
-
1954, 1972 - 1981, 1987 to date
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. The Water Supply weir situated above gage site.
Stage-discharge relation defined by 59 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
110.08
110.87
109.56
109.55
109.69
111.83
121.18
118.61
114.22
112.61
112.03
110.97
2
110.08
110.71
109.54
109.55
109.93
111.96
120.94
118.44
113.92
112.60
111.98
110.91
3
110.08
110.28
109.57
109.55
109.99
112.17
120.70
118.29
113.63
112.56
111.95
110.86
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
110.07
109.93
109.61
109.55
109.86
112.33
120.46
118.11
113.39
112.53
111.92
110.81
5
110.07
109.82
109.58
109.55
109.67
112.51
120.25
117.97
113.11
112.53
111.90
110.76
6
110.07
109.77
109.63
109.55
109.65
112.76
120.04
117.86
112.65
112.51
111.89
110.73
7
110.06
109.74
109.58
109.55
109.77
113.20
119.83
117.73
112.71
112.47
111.85
110.70
8
110.05
109.73
109.55
109.55
109.74
113.48
119.68
117.62
112.59
112.45
111.81
110.67
9
110.01
109.73
109.55
109.55
109.73
113.70
119.54
117.54
112.44
112.44
111.76
110.63
10
109.96
109.71
109.55
109.57
109.74
113.76
119.40
117.43
112.32
112.42
111.71
110.60
11
109.95
109.70
109.56
109.58
109.83
113.67
119.22
117.28
112.25
112.41
111.67
110.57
12
109 94
109 91
109 58
109 58
109 82
113 43
119 06
117 15
112 24
112 41
111 64
110 52
.
.
.
.
.
.
.
.
.
.
.
.
13
109.93
109.83
109.55
109.58
109.80
113.23
118.95
117.03
112.23
112.40
111.61
110.46
14
109.93
109.74
109.55
109.57
109.79
113.30
118.82
116.91
112.37
112.38
111.56
110.38
15
109.93
109.67
109.53
109.56
109.82
113.28
118.73
116.81
112.52
112.37
111.51
110.34
16
109.93
109.66
109.53
109.56
110.02
113.26
118.74
116.64
112.52
112.35
111.47
110.29
17
109.93
109.69
109.53
109.55
112.40
113.35
118.77
116.46
112.41
112.34
111.43
110.27
18
109.92
109.66
109.52
109.55
112.59
113.40
118.83
116.29
112.47
112.32
111.38
110.24
19
109.95
109.72
109.52
109.57
112.08
114.67
118.82
116.10
112.45
112.28
111.34
110.19
20
109.95
109.66
109.53
109.70
111.68
116.94
118.79
115.90
112.31
112.26
111.32
110.16
21
110.03
109.62
109.62
109.58
111.45
118.23
118.73
115.69
112.25
112.25
111.29
110.14
22
110.27
109.61
109.74
109.59
111.55
119.33
118.69
115.48
112.24
112.24
111.25
110.13
23
110.45
109.77
109.80
109.65
111.60
121.19
118.71
115.25
112.34
112.23
111.22
110.12
24
110.24
109.74
109.59
109.60
111.52
122.07
118.79
115.10
112.33
112.22
111.19
110.09
25
110.16
109.64
109.58
109.60
111.71
122.09
118.89
114.90
112.31
112.22
111.14
110.05
26
110.27
109.59
109.78
109.58
111.90
121.96
118.99
114.70
112.41
112.22
111.09
110.02
27
110.68
109.56
109.60
109.62
112.04
121.82
119.05
114.49
112.45
112.21
111.04
109.98
28
110.81
109.54
109.56
109.77
112.04
121.65
119.07
114.24
112.49
112.16
111.02
109.94
29
110.95
109.54
109.55
109.82
111.83
121.55
119.03
114.59
112.54
112.12
109.90
30
110.93
109.60
109.55
110.53
111.77
121.39
118.99
114.58
112.57
112.10
109.85
31
109.58
109.92
111.69
118.86
112.59
112.07
109.83
----------
--------------
Mean
110.16
109.78
109.58
109.63
110.80
115.92
119.31
116.51
112.62
112.34
111.53
110.36
Max
110.95
110.87
109.80
110.53
112.59
122.09
121.18
118.61
114.22
112.61
112.03
110.97
122.09
Min
109.92
109.54
109.52
109.55
109.65
111.83
118.69
114.24
112.23
112.07
111.02
109.83
109.52
122.16
m. (MSL.) ,
109.00
m. (MSL.) ,
River Bed 109.10
m. (MSL.)
124.22
m. (MSL.) ,
123.88
m. (MSL.) ,
Drainage Area 2988 Square Kilometers
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at 15.00 Hours , on Sep 24 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation