Page 302 - Yearbook2013_v56_new

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WATER YEAR : 2013
PING RIVER BASIN
Nam Mae Taeng at Ban Mueang Kud, Chiang Mai (P.92)
Lat 19 - 13 - 15 N Long 98 - 50 - 51 E
Locat on : on e t an at Ban Mueang Ku .
1,653
sq.km.
Water - stage recorder
+440.645 m. (MSL.)
B.M.-H.D.
On left bank near the gage site.
Elevation
Recording
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
+447.535 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Mae Taeng
Changwat
Chiang Mai
Ban
Mueang Kud
Arithmetic mean of 24 readings
2011 to date
2011 to date
-
2011 to date
Fairly 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 fair. Stage-discharge relation defined by 38 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
440.73
440.65
440.74
440.70
441.13
441.40
441.35
441.39
441.03
440.94
440.81
440.72
2
440.73
440.65
440.72
440.70
441.02
441.45
441.45
441.45
441.03
440.94
440.80
440.70
3
440.72
440.65
440.72
440.69
441.01
441.33
441.27
441.23
441.02
440.94
440.80
440.67
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
440.70
440.67
440.73
440.70
441.16
441.18
441.29
441.20
441.02
440.95
440.80
440.69
5
440.70
440.72
440.75
440.72
441.03
441.13
441.51
441.18
441.02
440.95
440.80
440.67
6
440.70
440.74
440.82
440.82
440.97
441.10
441.45
441.19
441.01
440.95
440.80
440.67
7
440.70
440.73
440.87
440.74
440.93
441.59
441.33
441.14
441.00
440.92
440.79
440.66
8
440.70
440.71
440.82
440.85
440.93
442.02
441.20
441.14
441.02
440.89
440.79
440.66
9
440.69
440.73
440.75
440.90
441.21
441.78
441.25
441.14
441.04
440.89
440.78
440.66
10
440.69
440.95
440.74
440.84
441.80
441.52
441.23
441.14
441.02
440.88
440.77
440.66
11
440.69
440.81
440.81
440.85
442.08
441.40
441.15
441.13
440.99
440.87
440.78
440.66
12
440 69
440 72
441 05
440 94
441 67
441 25
441 12
441 13
441 00
440 87
440 77
440 66
.
.
.
.
.
.
.
.
.
.
.
.
13
440.69
440.70
440.87
440.84
441.50
441.31
441.08
441.11
441.21
440.87
440.77
440.66
14
440.69
440.70
440.76
440.79
441.46
441.43
441.05
441.12
441.68
440.87
440.77
440.66
15
440.70
440.70
440.76
440.86
441.72
442.05
441.04
441.33
441.53
440.87
440.77
440.66
16
440.69
440.71
440.74
440.96
441.31
441.88
441.02
441.11
441.29
440.87
440.77
440.66
17
440.66
440.70
440.74
440.94
441.21
441.73
441.05
441.13
441.14
440.87
440.75
440.66
18
440.66
440.70
440.69
440.90
441.14
441.57
441.79
441.13
441.08
440.86
440.75
440.66
19
440.66
440.73
440.69
440.81
441.10
441.47
441.95
441.45
441.05
440.85
440.74
440.66
20
440.66
440.92
440.68
440.77
441.09
441.34
441.71
441.30
441.05
440.85
440.74
440.66
21
440.66
440.75
440.71
440.75
441.06
441.29
441.65
441.18
441.03
440.85
440.74
440.66
22
440.68
440.70
440.80
440.76
441.12
441.22
441.69
441.15
441.02
440.85
440.74
440.66
23
440.69
440.71
440.74
440.83
441.47
441.15
441.67
441.13
440.98
440.85
440.74
440.66
24
440.69
440.72
440.70
441.05
441.67
441.16
441.90
441.12
441.00
440.85
440.73
440.66
25
440.68
440.72
440.70
441.04
441.26
441.15
441.52
441.08
441.03
440.85
440.73
440.66
26
440.67
440.72
440.70
440.92
441.25
441.36
441.43
441.07
440.97
440.84
440.72
440.65
27
440.66
440.73
440.71
440.85
441.19
441.48
441.41
441.06
440.96
440.83
440.72
440.65
28
440.66
440.72
440.70
440.85
441.14
442.01
441.68
441.06
440.96
440.82
440.72
440.65
29
440.65
440.72
440.70
440.90
441.08
441.63
441.65
441.05
440.95
440.82
440.64
30
440.65
440.70
440.70
441.09
441.06
441.48
441.52
441.06
440.95
440.82
440.63
31
440.71
441.16
441.01
441.43
440.95
440.82
440.63
----------
--------------
Mean
440.68
440.73
440.75
440.86
441.25
441.46
441.41
441.17
441.07
440.87
440.76
440.66
Max
440.73
440.95
441.05
441.16
442.08
442.05
441.95
441.45
441.68
440.95
440.81
440.72
442.08
Min
440.65
440.65
440.68
440.69
440.93
441.10
441.02
441.05
440.95
440.82
440.72
440.63
440.63
442.48
m. (MSL.) ,
440.64
m. (MSL.) ,
River Bed 439.88
m. (MSL.)
447.42
m. (MSL.) ,
447.32
m. (MSL.) ,
Drainage Area 1653 Square Kilometers
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at 17.00 Hours , on Sep 28 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation