Basic HTML Version
292
Location : on right bank about 100 meters downstream from the bridge on highway.
13,331 sq.km.
Drainge Area
WATER YEAR : 2012
YOM RIVER BASIN
Yom River at Ban Wang Mai Khon , Sukhothai (Y.3A)
Lat 17 - 18 - 28 N Long 99 - 49 - 44 E
Amphoe
Sawankhalok
Changwat
Sukhothai
Ban
Wang Mai Khon
Staff gage
+51.000 m. (MSL.)
B.M.-H.D.
In front of automatic gage building.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic mean of 5 readings
1967 to date
Rating Operation
Period of Available Gage Records
Location BM
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+65.350 m. (MSL.)
Bench Mark
Type of Gage
1967 to date
-
1967 to date
Fairly stable.
No overbank flow.
Records fair. Stage-discharge relation defined by 22 discharge measurements made in 2012.
Period of Rating
Rated by Flot
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
General Description
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
50.64
50.81
55.15
51.10
53.09
56.17
54.97
52.18
51.99
50.75
51.09
50.68
2
50.57
50.94
54.20
51.04
52.92
54.87
54.80
51.82
52.29
50.80
51.08
50.61
3
50.39
50.94
53.96
50.94
52.77
54.05
54.77
51.93
52.71
50.80
51.04
50.56
4
50.36
50.94
54.39
51.51
52.71
54.47
54.79
52.56
52.43
50.71
51.05
50.56
5
50.32
50.95
54.22
52.00
52.66
57.17
55.02
52.49
52.23
50.91
51.10
50.65
6
50.26
51.21
54.21
51.28
52.58
57.59
55.34
51.94
51.57
50.98
51.22
50.64
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
50.25
52.24
54.00
52.37
52.50
57.17
55.46
51.72
51.70
50.95
51.22
50.63
8
50.25
53.00
53.51
53.57
52.50
57.46
55.47
51.65
51.80
50.93
51.24
50.58
9
50.25
53.48
54.59
52.93
52.56
58.47
55.67
51.95
51.79
50.93
51.26
50.58
10
50.25
54.66
56.19
52.05
52.66
58.57
55.43
52.00
51.60
50.91
51.25
50.58
11
50.57
54.55
58.27
53.06
53.71
58.70
54.50
51.84
51.35
50.90
51.22
50.57
12
50.99
53.46
57.42
52.79
55.39
58.58
53.74
51.70
51.30
50.87
51.16
50.60
13
51.23
52.75
55.82
52.54
56.07
57.81
53.47
51.62
51.30
50.84
51.16
50.62
14
51.39
52.29
54.64
52.46
54.90
57.78
53.19
51.58
51.06
50.80
51.16
50.62
15
51.31
51.94
54.01
52.40
53.58
57.04
53.00
51.65
51.10
50.80
51.13
50.62
16
51.30
51.73
53.46
52.37
53.43
61.18
52.95
51.83
51.10
50.80
51.05
50.61
17
51.27
51.47
52.69
51.86
53.18
59.62
52.92
51.81
51.08
50.76
51.03
50.58
18
51.21
51.39
52.48
51.79
53.00
58.59
52.87
51.97
51.15
50.68
51.03
50.58
19
51.18
51.39
52.38
51.74
52.77
56.90
52.72
51.97
51.20
50.63
50.95
50.58
20
51.14
51.43
52.14
51.74
52.52
55.04
52.15
51.53
51.23
50.59
50.90
50.58
21
51.27
52.39
52.00
51.77
52.93
54.80
51.91
51.31
51.20
50.60
50.86
50.58
22
51.04
52.79
52.00
51.93
55.09
54.55
52.10
51.40
50.89
50.59
50.80
50.61
23
51.04
52.51
52.00
52.06
55.42
53.99
52.27
51.35
51.12
50.56
50.78
50.62
24
50.83
52.21
52.00
52.38
54.81
53.94
52.34
51.36
51.08
50.60
50.74
50.61
25
50.82
51.51
51.91
52.80
53.77
53.74
52.14
51.44
50.98
50.97
50.74
50.61
26
50.83
51.56
52.00
55.00
53.84
53.80
52.10
51.49
50.82
50.99
50.66
50.65
27
50.56
52.53
52.00
57.34
54.33
53.95
52.07
51.42
50.63
51.10
50.60
50.67
28
50.42
52.91
52.00
56.26
55.49
54.34
52.23
51.55
50.62
51.11
50.61
50.82
29
50.36
52.82
51.70
54.19
56.76
54.80
52.12
52.00
50.80
51.11
50.84
30
50.56
55.59
51.10
53.62
57.61
54.97
51.30
51.99
50.78
51.10
50.86
31
56.03
53.28
57.18
51.42
50.70
51.12
50.86
----------
--------------
Mean
50.76
52.40
53.55
52.65
53.96
56.34
53.39
51.77
51.34
50.84
51.00
50.64
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Max
51.39
56.03
58.27
57.34
57.61
61.18
55.67
52.56
52.71
51.12
51.26
50.86
61.18
Min
50.25
50.81
51.10
50.94
52.50
53.74
51.30
51.31
50.62
50.56
50.60
50.56
50.25
61.49
m. (MSL.) ,
51.00
m. (MSL.) ,
River Bed 48.36
m. (MSL.)
65.46
m. (MSL.) ,
63.21
m. (MSL.) ,
Drainage Area 13331 Square Kilometers
at 06.00 Hours , on Sep 16 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation