Basic HTML Version
252
Location : on left bank at Ban Mueang Kud.
1,653
sq.km.
Drainge Area
WATER YEAR : 2012
PING RIVER BASIN
Nam Mae Taeng at Ban Mueang Kud, Chiang Mai (P.92)
Lat 19 - 13 - 15 N Long 98 - 50 - 51 E
Amphoe
Mae Taeng
Changwat
Chiang Mai
Ban
Mueang Kud
Water - stage recorder
+440.645 m. (MSL.)
B.M.-H.D.
On left bank near the gage site.
Elevation
Recording
Arithmetic mean of 24 readings
2011 to date
Rating Operation
Period of Available Gage Records
Location BM
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+447.535 m. (MSL.)
Bench Mark
Type of Gage
2011 to date
-
2011 to date
Fairly stable.
No overbank flow.
Records fair. Stage-discharge relation defined by 41 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
440.86
440.79
441.23
441.10
441.07
441.46
441.46
441.20
441.08
440.89
440.89
440.75
2
440.86
440.80
441.15
441.00
441.05
441.50
441.46
441.15
441.05
440.89
440.87
440.75
3
440.87
440.79
441.09
441.00
441.03
441.56
441.41
441.14
441.11
440.89
440.87
440.82
4
440.87
440.80
441.07
440.99
441.03
441.85
441.37
441.21
441.07
440.89
440.95
441.01
5
440.89
440.84
441.00
440.95
441.01
441.68
441.35
441.22
441.04
440.90
440.90
440.95
6
440.98
440.93
440.94
441.13
440.99
441.62
441.36
441.15
441.02
440.90
440.85
440.89
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
441.03
441.36
440.97
441.19
440.95
441.61
441.44
441.13
441.02
440.89
440.83
440.86
8
440.93
441.14
441.02
441.10
440.96
442.08
441.22
441.12
441.00
440.89
440.81
440.90
9
440.88
441.21
441.14
441.22
441.10
442.00
441.27
441.20
441.00
440.89
440.81
441.05
10
440.93
441.16
441.16
441.47
441.26
441.86
441.24
441.15
440.99
440.88
440.80
440.88
11
440.90
441.05
441.04
441.17
441.33
442.26
441.23
441.06
440.98
440.88
440.81
440.85
12
440.90
440.97
441.03
441.04
441.32
442.25
441.25
441.05
440.98
440.88
440.81
440.81
13
440.90
440.90
440.99
441.06
441.26
441.90
441.29
441.08
440.96
440.88
440.82
440.80
14
440.90
440.88
440.96
441.15
441.15
441.78
441.34
441.19
440.95
440.85
440.88
440.80
15
440.90
440.87
440.94
441.14
441.14
442.17
441.35
441.18
440.95
440.86
440.87
440.79
16
440.90
440.89
440.92
441.09
441.22
441.72
441.32
441.09
440.95
440.86
440.84
440.78
17
440.90
440.92
440.92
441.06
441.26
441.62
441.29
441.12
440.95
440.86
440.80
440.76
18
440.88
440.97
440.98
441.10
441.10
441.51
441.27
441.15
440.93
440.86
440.81
440.75
19
440.83
440.99
440.91
441.25
441.09
441.46
441.33
441.15
440.93
440.85
440.80
440.75
20
440.83
440.97
440.97
441.22
441.15
441.60
441.34
441.19
440.94
440.85
440.80
440.74
21
440.81
440.96
441.01
441.13
441.15
441.67
441.29
441.21
440.93
440.85
440.80
440.74
22
440.80
440.96
440.95
441.10
441.20
441.53
441.25
441.17
440.93
440.84
440.80
440.73
23
440.80
440.90
440.94
441.12
441.56
441.47
441.22
441.12
440.92
440.84
440.79
440.73
24
440.79
440.92
440.92
441.17
441.64
441.45
441.19
441.09
440.92
440.84
440.80
440.73
25
440.79
440.94
440.93
441.26
441.64
441.45
441.22
441.10
440.92
440.84
440.80
440.73
26
440.80
440.94
440.92
441.23
441.56
441.45
441.26
441.10
440.91
440.84
440.79
440.73
27
440.79
441.00
440.91
441.18
441.70
441.39
441.24
441.10
440.90
440.84
440.79
440.73
28
440.79
441.03
440.95
441.23
441.58
441.42
441.20
441.08
440.90
440.84
440.76
440.73
29
440.80
441.06
440.94
441.28
441.52
441.36
441.17
441.10
440.90
440.84
440.73
30
440.81
441.11
440.96
441.20
441.79
441.41
441.17
441.09
440.90
440.86
440.72
31
441.28
441.09
441.36
441.20
440.90
440.90
440.73
----------
--------------
Mean
440.86
440.98
441.00
441.14
441.26
441.67
441.29
441.14
440.97
440.87
440.83
440.80
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Max
441.03
441.36
441.23
441.47
441.79
442.26
441.46
441.22
441.11
440.90
440.95
441.05
442.26
Min
440.79
440.79
440.91
440.95
440.95
441.36
441.17
441.05
440.90
440.84
440.76
440.72
440.72
442.47
m. (MSL.) ,
440.64
m. (MSL.) ,
River Bed 439.76
m. (MSL.)
447.42
m. (MSL.) ,
447.32
m. (MSL.) ,
Drainage Area 1653 Square Kilometers
at 21.00 Hours , on Sep 11 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation