Basic HTML Version
212
Location : on right bank at Ban Pong Ron.
529
sq.km.
Drainge Area
WATER YEAR : 2012
PING RIVER BASIN
Khlong Suan Mak at Ban Pong Nam Ron , Kamphaeng Phet (P.47)
Lat 16 - 20 - 04 N Long 99 - 26 - 16 E
Amphoe
Khlong Lan
Changwat
Kamphaeng Phet
Ban
Pong Nam Ron
Staff gage
+143.770 m. (MSL.)
B.M.-H.D.
On right bank about 9 meters from the top staff gage.
Elevation
5-time daily reading at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic mean of 5 readings
1983 to date
Rating Operation
Period of Available Gage Records
Location BM
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+153.140 m. (MSL.)
Bench Mark
Type of Gage
1983 to date
-
1983 to date
Stable.
No overbank flow.
Records good. Stage-discharge relation defined by 28 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
144.17
143.99
144.33
144.22
144.36
144.42
144.93
144.61
144.45
144.29
144.26
144.10
2
144.17
144.00
144.31
144.22
144.34
144.41
145.00
144.53
144.43
144.29
144.25
144.11
3
144.17
144.02
144.25
144.22
144.34
144.52
144.94
144.51
144.42
144.28
144.24
144.16
4
144.18
144.14
144.22
144.23
144.33
144.44
144.88
144.50
144.41
144.28
144.24
144.25
5
144.18
144.18
144.21
144.21
144.33
144.45
144.86
144.54
144.40
144.28
144.23
144.25
6
144.21
144.33
144.20
144.25
144.33
145.56
144.84
144.48
144.39
144.27
144.22
144.21
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
144.22
144.36
144.22
144.25
144.32
146.44
144.79
144.46
144.38
144.27
144.22
144.19
8
144.23
144.23
144.77
144.22
144.32
145.85
144.97
144.45
144.37
144.27
144.21
144.17
9
144.23
144.21
144.40
144.21
144.41
145.37
146.15
144.47
144.36
144.26
144.20
144.16
10
144.22
144.19
144.32
144.21
144.47
145.22
146.11
144.45
144.35
144.26
144.20
144.15
11
144.21
144.18
144.28
144.22
144.49
145.10
145.63
144.45
144.35
144.26
144.19
144.13
12
144.20
144.17
144.24
144.21
144.41
145.12
145.37
144.51
144.36
144.25
144.19
144.08
13
144.20
144.16
144.23
144.36
144.39
145.12
145.24
144.60
144.36
144.25
144.18
144.07
14
144.19
144.16
144.21
144.33
144.40
145.12
145.12
144.50
144.35
144.24
144.17
144.06
15
144.19
144.16
144.20
144.27
144.40
145.17
144.99
144.46
144.34
144.24
144.16
144.05
16
144.36
144.16
144.19
144.24
144.38
145.09
144.90
144.44
144.33
144.24
144.14
144.21
17
144.19
144.22
144.19
144.22
144.35
144.94
144.83
144.42
144.33
144.24
144.17
144.32
18
144.22
144.22
144.20
144.21
144.33
144.83
144.78
144.41
144.32
144.23
144.21
144.21
19
144.20
144.23
144.19
144.26
144.31
144.75
144.75
144.42
144.32
144.23
144.22
144.17
20
144.18
144.43
144.28
144.27
144.33
144.68
144.71
144.41
144.32
144.23
144.22
144.10
21
144.16
144.26
144.29
144.24
144.37
144.66
144.67
144.40
144.32
144.23
144.23
144.07
22
144.12
144.21
144.27
144.22
144.31
144.65
144.65
144.50
144.31
144.23
144.20
144.06
23
144.03
144.19
144.24
144.21
144.29
144.66
144.63
144.43
144.31
144.23
144.18
144.06
24
143.98
144.18
144.22
144.22
144.35
144.66
144.61
144.42
144.31
144.22
144.17
144.06
25
143.98
144.23
144.21
144.34
144.59
144.84
144.59
144.58
144.31
144.22
144.16
144.05
26
143.97
144.21
144.20
144.40
144.53
144.70
144.57
144.54
144.30
144.22
144.14
144.04
27
143.98
144.28
144.21
144.36
144.50
144.63
144.55
144.47
144.30
144.22
144.12
144.04
28
143.97
144.41
144.25
144.38
144.50
144.74
144.54
144.44
144.29
144.21
144.11
144.04
29
143.96
144.53
144.27
144.40
144.55
145.62
144.52
144.52
144.29
144.22
144.04
30
143.96
144.69
144.23
144.38
144.53
145.23
144.51
144.46
144.29
144.23
144.04
31
144.37
144.36
144.46
144.65
144.29
144.24
144.03
----------
--------------
Mean
144.14
144.24
144.26
144.27
144.40
144.97
144.91
144.48
144.34
144.25
144.19
144.12
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Max
144.36
144.69
144.77
144.40
144.59
146.44
146.15
144.61
144.45
144.29
144.26
144.32
146.44
Min
143.96
143.99
144.19
144.21
144.29
144.41
144.51
144.40
144.29
144.21
144.11
144.03
143.96
146.86
m. (MSL.) ,
143.77
m. (MSL.) ,
River Bed 143.58
m. (MSL.)
149.32
m. (MSL.) ,
149.26
m. (MSL.) ,
Drainage Area 529 Square Kilometers
at 21.00 Hours , on Oct 9 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation