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WATER YEAR : 2013
PING RIVER BASIN
Ping River at Ban San Tor , Kamphaeng Phet (P.16)
Lat 16 - 03 - 45 N Long 99 - 51 - 48 E
Locat on : on r g t an e n t e Post O ce.
45,076 sq.km.
Staff gage
+41.780 m. (MSL.)
B.M.-H.D.
On right bank near the automatic gage building.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
+46.604 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Khanu Woralaksaburi
Changwat
Kamphaeng Phet
Ban
San Tor
Arithmetic mean of 5 readings
1954 to date
1960 , 1967 - 1974 , 1990 to date
-
1960 , 1964 - 1975 , 1979 , 1990 to date
Stable.
No overbank flow.
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Basis of Mean Daily Gage Height
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Records good. Stage-discharge relation defined by 33 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
40.56
40.99
41.26
40.39
40.55
40.49
42.24
41.54
40.01
40.42
40.44
40.42
2
40.54
40.95
41.27
40.35
40.52
40.50
42.16
41.59
39.96
40.40
40.43
40.50
3
40.53
41.01
41.26
40.35
40.48
40.51
42.13
41.55
39.90
40.39
40.46
40.48
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
40.53
41.03
41.26
40.44
40.42
40.57
41.97
41.41
39.91
40.42
40.44
40.43
5
40.54
40.98
41.18
40.51
40.40
40.61
41.88
41.48
40.25
40.39
40.46
40.50
6
40.53
41.21
41.20
40.63
40.44
40.68
41.65
41.42
40.63
40.37
40.44
40.42
7
40.52
41.12
41.38
40.73
40.38
40.64
41.39
41.29
40.34
40.41
40.44
40.38
8
40.54
41.58
41.24
40.63
40.40
40.59
41.56
40.93
40.66
40.36
40.50
40.30
9
40.54
41.35
41.31
40.52
40.38
40.82
41.46
40.67
40.74
40.37
40.48
40.26
10
40.55
41.21
41.19
40.59
40.53
41.08
41.32
40.55
40.77
40.40
40.45
40.22
11
40.95
41.27
41.21
40.63
40.95
41.06
41.06
40.37
40.98
40.45
40.40
40.30
12
40 96
41 32
41 19
40 60
41 20
41 07
40 98
40 29
40 71
40 42
40 51
40 32
.
.
.
.
.
.
.
.
.
.
.
.
13
40.53
41.35
41.12
40.55
41.64
41.24
40.87
40.20
40.34
40.38
40.54
40.26
14
40.54
41.36
41.29
40.53
41.61
42.04
40.74
40.26
40.41
40.39
40.47
40.29
15
40.57
41.17
41.25
40.55
41.37
42.40
40.71
40.23
40.37
40.41
40.44
40.35
16
40.89
40.98
41.33
40.60
41.38
43.14
40.59
40.27
40.39
40.38
40.47
40.39
17
41.00
40.92
40.76
40.48
40.84
42.88
40.54
40.30
40.31
40.35
40.45
40.43
18
41.02
40.97
40.70
40.37
41.02
42.64
40.54
40.26
40.28
40.35
40.48
40.38
19
40.99
40.99
40.66
40.29
40.76
42.69
40.58
40.27
40.37
40.40
40.49
40.35
20
41.02
41.03
40.63
40.29
40.70
42.67
40.57
40.29
40.38
40.42
40.45
40.37
21
41.04
41.07
40.71
40.29
40.65
42.60
40.56
40.28
40.34
40.52
40.50
40.34
22
41.03
41.02
40.69
40.33
40.62
42.79
40.59
40.23
40.37
40.53
40.47
40.26
23
41.05
41.00
40.66
40.30
40.60
42.98
40.60
40.21
40.35
40.49
40.47
40.24
24
41.02
41.34
40.58
40.29
40.55
42.81
40.76
40.26
40.40
40.53
40.44
40.23
25
41.01
41.33
40.64
40.31
40.56
42.76
42.25
40.22
40.40
40.55
40.40
40.24
26
41.02
41.43
40.60
40.32
40.50
42.41
43.12
40.19
40.32
40.63
40.50
40.23
27
41.03
41.36
40.56
40.32
40.53
42.43
43.06
40.19
40.35
40.53
40.51
40.23
28
40.95
41.34
40.53
40.40
40.53
42.36
42.65
40.08
40.34
40.56
40.50
40.21
29
40.96
41.32
40.33
40.47
40.52
42.50
42.41
40.05
40.33
40.53
40.20
30
41.02
41.36
40.33
40.29
40.48
42.30
42.15
40.03
40.34
40.52
40.19
31
41.38
40.32
40.45
41.89
40.36
40.55
40.18
----------
--------------
Mean
40.80
41.19
40.94
40.44
40.71
41.81
41.45
40.56
40.37
40.45
40.47
40.32
Max
41.05
41.58
41.38
40.73
41.64
43.14
43.12
41.59
40.98
40.63
40.54
40.50
43.14
Min
40.52
40.92
40.33
40.29
40.38
40.49
40.54
40.03
39.90
40.35
40.40
40.18
39.90
43.28
m. (MSL.) ,
41.78
m. (MSL.) ,
River Bed 38.10
m. (MSL.)
45.08
m. (MSL.) ,
45.59
m. (MSL.) ,
Drainage Area 45076 Square Kilometers
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at 18.00 Hours , on Oct 26 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation