Basic HTML Version
300
Location : on left bank at Ban Kong.
19,936 sq.km.
Amphoe
Kong Krailat
Changwat
Sukhothai
Ban
Kong
WATER YEAR : 2012
YOM RIVER BASIN
Yom River at Ban Kong , Sukhothai (Y.15)
Lat 16 - 55 - 47 N Long 99 - 57 - 41 E
Drainge Area
Staff gage
+35.320 m. (MSL.)
B.M.-H.D.
On left bank near the gage site.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic mean of 5 readings
2010 to date
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+46.520 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Rating Operation
Period of Available Gage Records
2010 to date
-
2010 to date
Stable.
No overbank flow.
Records fair. Stage-discharge relation defined by 20 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
37.51
34.87
41.70
39.58
41.35
41.59
42.52
40.37
39.90
40.09
38.86
40.31
2
37.44
34.97
42.00
39.19
41.34
41.74
42.53
40.18
39.71
40.08
39.13
40.26
3
37.37
35.07
42.18
38.73
41.25
41.82
42.52
39.85
40.36
40.06
39.84
40.20
4
37.27
35.17
42.28
38.44
41.15
41.89
42.51
39.69
39.71
40.00
40.55
40.18
5
37.15
35.27
42.35
38.39
41.04
41.91
42.50
39.74
38.87
39.92
40.49
40.21
6
37.05
35.35
42.41
39.06
40.91
41.96
42.50
39.78
38.00
39.84
40.53
40.25
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
36.98
35.40
42.45
39.45
40.73
42.05
42.51
39.74
37.80
39.77
40.51
40.23
8
36.87
35.44
42.50
39.64
40.53
42.18
42.52
39.46
38.40
39.71
40.49
40.18
9
36.75
37.09
42.50
39.85
40.31
42.27
42.53
39.25
39.77
39.65
40.56
40.20
10
36.66
40.20
42.50
40.09
40.14
42.39
42.53
39.11
39.79
39.61
40.55
40.23
11
36.48
41.30
42.61
40.17
40.06
42.49
42.54
39.14
39.81
39.55
40.42
40.26
12
36.32
41.42
42.75
40.09
40.06
42.61
42.52
39.07
39.83
39.49
40.23
40.24
13
36.15
41.36
42.90
39.93
40.30
42.70
42.49
39.04
39.75
39.47
40.11
40.18
14
36.01
41.09
42.99
39.68
40.58
42.78
42.41
38.78
39.69
39.42
39.95
40.12
15
35.88
40.60
43.06
39.66
40.80
42.88
42.30
38.41
39.71
39.36
39.99
40.02
16
35.72
39.87
43.09
39.57
40.88
42.92
42.25
38.70
39.75
39.27
40.07
39.96
17
35.46
39.25
43.07
39.45
40.88
42.97
42.14
38.84
39.70
39.22
39.93
39.91
18
35.33
38.76
42.98
39.31
40.85
43.00
42.06
38.99
39.53
39.19
39.85
39.80
19
35.27
38.42
42.85
38.85
40.80
43.09
41.98
39.05
40.19
39.17
39.71
39.71
20
35.24
38.23
42.67
38.66
40.76
43.11
41.89
38.93
39.97
39.12
39.47
39.68
21
35.19
38.11
42.50
38.68
40.70
43.11
41.78
38.32
40.13
39.04
39.61
39.62
22
35.15
38.39
42.26
38.60
40.57
43.06
41.68
37.95
40.28
38.97
39.85
39.52
23
35.07
39.56
41.87
38.56
40.49
43.01
41.54
37.91
40.35
38.94
40.08
39.28
24
35.02
39.30
41.62
38.85
40.52
42.91
41.42
37.94
40.35
38.87
40.29
39.17
25
35.01
39.40
41.33
39.07
40.67
42.83
41.30
38.51
40.34
38.83
40.40
38.97
26
34.98
38.85
40.94
39.24
40.85
42.74
41.15
39.81
40.31
38.81
40.42
38.87
27
34.95
38.24
40.71
39.82
40.93
42.65
40.92
40.29
40.27
38.79
40.39
38.75
28
34.92
39.17
40.48
40.47
40.99
42.59
40.79
40.71
40.22
38.76
40.31
38.66
29
34.89
40.25
40.36
40.98
41.09
42.58
40.59
40.78
40.16
38.74
38.52
30
34.87
40.48
40.04
41.22
41.24
42.54
40.53
41.28
40.12
38.73
38.39
31
41.23
41.32
41.44
40.48
40.10
38.72
38.25
----------
--------------
Mean
35.97
38.46
42.13
39.50
40.78
42.55
41.93
39.32
39.77
39.33
40.09
39.68
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Max
37.51
41.42
43.09
41.32
41.44
43.11
42.54
41.28
40.36
40.09
40.56
40.31
43.11
Min
34.87
34.87
40.04
38.39
40.06
41.59
40.48
37.91
37.80
38.72
38.86
38.25
34.87
43.12
m. (MSL.) ,
35.32
m. (MSL.) ,
River Bed 34.33
m. (MSL.)
44.94
m. (MSL.) ,
44.86
m. (MSL.) ,
Drainage Area 19936 Square Kilometers
at 06.00 Hours , on Sep 21 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation