Basic HTML Version
226
i
i h b k
WATER YEAR : 2013
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
Locat on : on r g t an at Ban Pong Ron.
529
sq.km.
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.
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
+153.134 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Khlong Lan
Changwat
Kamphaeng Phet
Ban
Pong Nam Ron
Arithmetic mean of 5 readings
1983 to date
1983 to date
-
1983 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 29 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
144.03
144.16
144.20
144.24
144.67
144.45
145.08
144.76
144.33
144.23
144.14
143.96
2
144.03
144.16
144.24
144.23
144.61
144.37
144.99
144.75
144.33
144.23
144.14
143.96
3
144.03
144.16
144.23
144.22
144.49
144.39
144.98
144.68
144.33
144.23
144.14
143.96
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
General Description
4
144.03
144.16
144.23
144.23
144.52
144.36
144.93
144.63
144.32
144.22
144.14
143.95
5
144.02
144.27
144.36
144.40
144.45
144.37
144.83
144.58
144.32
144.22
144.14
143.95
6
144.02
144.25
144.35
144.42
144.41
144.37
144.78
144.53
144.31
144.22
144.02
144.14
7
144.02
144.22
144.54
144.44
144.38
144.42
144.73
144.51
144.31
144.22
144.02
144.14
8
144.02
144.21
144.35
144.65
144.37
144.62
144.68
144.49
144.30
144.22
144.01
144.14
9
144.01
144.19
144.29
144.65
144.38
144.59
144.62
144.49
144.30
144.21
144.00
144.11
10
144.01
144.17
144.23
144.49
144.38
144.53
144.58
144.47
144.29
144.21
144.00
144.02
11
144.01
144.16
144.25
144.43
144.48
144.57
144.55
144.45
144.29
144.21
143.99
143.93
12
144 01
144 15
144 67
144 40
145 09
144 74
144 52
144 42
144 29
144 20
143 99
143 93
.
.
.
.
.
.
.
.
.
.
.
.
13
144.01
144.16
145.34
144.35
144.85
144.88
144.50
144.40
144.29
144.20
143.99
143.93
14
144.00
144.20
144.71
144.33
144.77
144.82
144.48
144.47
144.28
144.20
143.99
143.92
15
144.00
144.18
144.48
144.35
144.76
145.74
144.44
144.53
144.28
144.20
143.99
143.92
16
144.22
144.17
144.37
144.33
144.62
145.16
144.43
144.44
144.27
144.20
143.99
143.93
17
144.17
144.16
144.34
144.31
144.63
145.07
144.65
144.43
144.27
144.19
143.98
143.96
18
144.06
144.17
144.30
144.30
144.53
144.91
144.63
144.41
144.26
144.19
143.98
143.95
19
144.00
144.16
144.31
144.28
144.46
144.86
144.54
144.38
144.26
144.19
143.98
143.94
20
144.00
144.20
144.30
144.26
144.44
145.26
144.65
144.35
144.26
144.19
143.98
143.93
21
144.00
144.17
144.28
144.25
144.42
145.86
144.97
144.32
144.26
144.18
143.97
143.92
22
144.00
144.14
144.30
144.25
144.45
145.63
144.83
144.30
144.25
144.18
143.97
143.98
23
144.03
144.04
144.33
144.24
144.42
145.43
144.72
144.29
144.25
144.18
143.97
144.15
24
144.11
144.05
144.30
144.26
144.40
145.35
144.65
144.28
144.25
144.18
143.97
144.17
25
144.17
144.16
144.31
144.33
144.38
145.17
145.77
144.27
144.25
144.18
143.97
144.17
26
144.15
144.16
144.32
144.34
144.37
145.05
145.46
144.28
144.25
144.18
143.97
144.14
27
144.18
144.18
144.30
144.34
144.36
144.96
145.05
144.27
144.24
144.18
143.96
144.12
28
144.20
144.16
144.27
144.38
144.35
144.93
144.87
144.26
144.24
144.18
143.96
144.06
29
144.19
144.16
144.26
144.55
144.33
144.88
144.80
144.35
144.24
144.18
143.93
30
144.16
144.18
144.24
144.87
144.32
145.00
144.84
144.34
144.23
144.18
143.92
31
144.19
144.86
144.32
144.81
144.23
144.17
143.92
----------
--------------
Mean
144.06
144.17
144.37
144.39
144.50
144.89
144.79
144.44
144.28
144.20
144.01
144.00
Max
144.22
144.27
145.34
144.87
145.09
145.86
145.77
144.76
144.33
144.23
144.14
144.17
145.86
Min
144.00
144.04
144.20
144.22
144.32
144.36
144.43
144.26
144.23
144.17
143.96
143.92
143.92
146.27
m. (MSL.) ,
143.77
m. (MSL.) ,
River Bed 143.74
m. (MSL.)
147.09
m. (MSL.) ,
149.45
m. (MSL.) ,
Drainage Area 529 Square Kilometers
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at 06.00 Hours , on Sep 15 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation