Basic HTML Version
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WATER YEAR : 2013
PING RIVER BASIN
Khlong Suan Mak at Ban Mai , Kamphaeng Phet (P.26A)
Lat 16 - 26 - 55 N Long 99 - 26 - 28 E
Locat on : on r g t an a out 615 meters ownstream rom t a Kra an Wa r.
974
sq.km.
Staff gage.
+84.110 m. (MSL.)
B.M.-H.D.
On right bank about 30 meters from the south of Wat Sri Phirom.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Amphoe
Mueang
Changwat
Kamphaeng Phet
Ban
Mai
Gage Reading Frequency
Zero Gage at Bottom
+89.637 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Drainge Area
Arithmetic mean of 5 readings
1971 to date
1972 - 1974 , 1980 to date
-
1972 - 1974 , 1980 to date
Stable.
No overbank flow.
Basis of Mean Daily Gage Height
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Records good. Flow effected by Tha Kradan weir about 3.5 kilometers above gage site.
Stage-discharge relation defined by 25 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
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-----------------
1
83.33
83.32
83.63
84.40
85.09
83.85
85.45
84.64
83.90
83.80
83.37
83.35
2
83.33
83.32
83.65
84.37
84.85
84.31
85.35
84.56
83.90
83.77
83.37
83.35
3
83.33
83.32
83.77
84.36
84.67
84.78
85.19
84.48
83.90
83.75
83.37
83.35
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
83.33
83.32
83.86
84.35
84.51
84.66
85.01
84.40
83.89
83.73
83.37
83.35
5
83.33
83.32
85.77
84.48
84.35
84.78
84.85
84.32
83.89
83.70
83.37
83.35
6
83.33
83.32
85.01
84.40
84.19
84.59
84.69
84.24
83.89
83.69
83.37
83.35
7
83.33
83.32
84.46
84.35
84.13
85.03
84.60
84.20
83.88
83.67
83.37
83.35
8
83.33
83.32
84.22
84.34
84.30
86.86
84.58
84.17
83.88
83.65
83.37
83.35
9
83.33
83.32
84.17
84.43
84.74
85.71
84.53
84.13
83.87
83.62
83.37
83.35
10
83.33
83.32
84.14
84.54
84.61
85.14
84.47
84.09
83.87
83.59
83.37
83.35
11
83.32
83.32
84.12
84.40
84.48
84.99
84.41
84.07
83.86
83.57
83.36
83.35
12
83 32
83 32
84 11
84 66
84 49
85 27
84 37
84 06
83 86
83 55
83 36
83 35
.
.
.
.
.
.
.
.
.
.
.
.
13
83.32
83.32
84.10
84.63
85.17
85.74
84.33
84.05
83.86
83.53
83.36
83.35
14
83.32
83.32
84.09
84.56
84.94
85.92
84.28
84.04
83.85
83.51
83.36
83.35
15
83.32
83.32
84.08
84.53
84.75
86.09
84.22
84.03
83.85
83.48
83.36
83.35
16
83.32
83.32
84.07
84.53
84.59
85.86
84.20
84.02
83.85
83.46
83.36
83.35
17
83.32
83.32
84.06
84.32
84.45
85.62
84.35
84.01
83.84
83.43
83.36
83.35
18
83.32
83.32
84.05
84.03
84.38
85.39
84.62
84.00
83.84
83.41
83.36
83.35
19
83.32
83.32
84.81
83.86
84.29
85.25
84.96
83.99
83.84
83.41
83.35
83.35
20
83.32
83.32
85.00
84.24
84.23
85.42
85.18
83.98
83.83
83.41
83.35
83.35
21
83.32
83.32
84.75
84.58
84.19
87.02
85.41
83.97
83.83
83.41
83.35
83.35
22
83.32
83.32
84.60
84.42
84.14
87.04
85.25
83.96
83.83
83.40
83.35
83.35
23
83.32
83.57
84.50
84.35
84.10
86.72
85.09
83.95
83.83
83.40
83.35
83.35
24
83.32
83.53
84.39
84.33
84.05
86.26
85.00
83.94
83.82
83.40
83.35
83.36
25
83.32
83.54
84.28
84.72
84.00
85.77
85.20
83.93
83.82
83.40
83.35
83.42
26
83.32
83.68
84.15
84.65
83.96
85.52
86.39
83.92
83.82
83.39
83.35
83.40
27
83.32
83.59
84.08
84.55
83.92
85.32
85.91
83.92
83.82
83.39
83.35
83.40
28
83.32
83.53
84.00
84.52
83.90
85.47
85.08
83.91
83.81
83.39
83.35
83.39
29
83.32
83.66
83.84
84.59
83.89
85.69
84.89
83.91
83.81
83.39
83.39
30
83.32
83.63
83.79
84.76
83.87
85.53
84.80
83.91
83.81
83.38
83.39
31
83.61
85.19
83.86
84.72
83.81
83.38
83.38
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Mean
83.32
83.40
84.25
84.47
84.36
85.52
84.88
84.09
83.85
83.52
83.36
83.36
Max
83.33
83.68
85.77
85.19
85.17
87.04
86.39
84.64
83.90
83.80
83.37
83.42
87.04
Min
83.32
83.32
83.63
83.86
83.86
83.85
84.20
83.91
83.81
83.38
83.35
83.35
83.32
87.11
m. (MSL.) ,
84.11
m. (MSL.) ,
River Bed 82.96
m. (MSL.)
88.60
m. (MSL.) ,
89.13
m. (MSL.) ,
Drainage Area 974 Square Kilometers
at 15.00 Hours , on Sep 8 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation
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