Basic HTML Version
286
Location : on left bank at Ban Huai Kod.
762
sq.km.
Amphoe
Wang Nua
Changwat
Lampang
Ban
Huai Kod
WATER YEAR : 2012
WANG RIVER BASIN
Wang River at Ban Huai Kod , Lampang (W.25)
Lat 19 - 02 - 09 N Long 99 - 37 - 10 E
Drainge Area
Water - stage recorder
+381.903 m. (MSL.)
B.M.-H.D.
On left bank at the approach of the bridge.
Elevation
Recording
Arithmetic mean of 24 readings.
2009 to date
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+387.093 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Rating Operation
Period of Available Gage Records
2009 to date
-
2009 to date
Stable.
No overbank flow.
Records fair.Stage-discharge relation defined by 48 discharge measurements made in 2012.
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
General Description
Period of Rating
Rated by Flot
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
381.47
381.43
381.98
381.41
381.48
381.80
382.28
381.74
381.94
381.50
381.81
381.39
2
381.48
381.43
382.08
381.41
381.45
382.10
382.58
381.74
381.94
381.48
381.73
381.38
3
381.48
381.44
382.07
381.41
381.45
382.55
382.48
381.73
382.12
381.42
381.69
381.39
4
381.48
381.44
381.87
381.41
381.45
383.57
382.39
382.12
382.01
381.41
381.66
381.40
5
381.49
381.44
381.77
381.41
381.44
383.16
382.46
382.27
381.95
381.44
381.61
381.42
6
381.48
381.62
381.66
381.41
381.44
382.42
382.98
382.10
381.92
381.48
381.58
381.56
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
381.49
382.40
381.64
381.41
381.44
382.75
383.06
382.04
381.88
381.41
381.52
381.56
8
381.49
382.20
381.67
381.41
381.44
382.78
382.47
382.01
381.80
381.40
381.46
381.63
9
381.49
381.97
381.77
381.41
381.99
383.29
382.28
381.97
381.74
381.41
381.42
381.45
10
381.50
381.97
381.79
381.46
382.09
382.78
382.13
381.95
381.70
381.41
381.41
381.43
11
381.52
381.86
381.61
381.54
381.78
382.71
382.02
381.93
381.70
381.40
381.41
381.43
12
381.50
381.78
381.52
381.44
381.78
382.37
382.00
381.92
381.68
381.41
381.41
381.43
13
381.49
381.72
381.47
381.43
381.76
382.23
382.09
381.93
381.64
381.41
381.40
381.43
14
381.48
381.64
381.45
381.43
381.72
382.98
381.99
382.14
381.64
381.41
381.40
381.41
15
381.46
381.57
381.45
381.43
381.67
383.06
381.95
382.03
381.62
381.41
381.40
381.41
16
381.46
381.59
381.45
381.43
381.32
382.52
381.88
381.96
381.60
381.41
381.40
381.40
17
381.46
381.63
381.45
381.43
381.35
382.24
381.88
381.93
381.59
381.41
381.40
381.40
18
381.47
381.57
381.44
381.43
381.55
382.09
381.91
381.91
381.58
381.40
381.41
381.39
19
381.47
381.49
381.44
381.43
381.92
381.98
381.90
381.91
381.58
381.40
381.40
381.39
20
381.47
381.74
381.44
381.43
381.84
382.40
381.89
381.91
381.54
381.40
381.40
381.39
21
381.45
381.59
381.44
381.42
381.73
382.57
381.85
381.91
381.50
381.40
381.41
381.39
22
381.45
381.68
381.43
381.42
382.15
382.32
381.78
381.97
381.47
381.40
381.40
381.39
23
381.45
381.72
381.43
381.50
382.19
382.08
381.73
381.91
381.43
381.40
381.40
381.39
24
381.45
381.85
381.43
381.64
382.35
381.97
381.70
381.89
381.42
381.40
381.40
381.39
25
381.44
382.18
381.43
381.63
382.27
381.97
381.70
381.88
381.42
381.39
381.40
381.39
26
381.44
381.99
381.43
381.60
382.00
382.04
381.70
381.85
381.41
381.39
381.39
381.39
27
381.44
381.96
381.42
381.55
381.81
381.99
381.73
381.86
381.42
381.39
381.39
381.39
28
381.44
381.96
381.42
381.55
381.79
382.67
381.77
381.95
381.41
381.39
381.39
381.39
29
381.44
381.96
381.42
381.58
381.82
382.79
381.75
382.06
381.41
381.40
381.39
30
381.44
381.85
381.41
381.52
381.80
382.32
381.74
382.01
381.41
381.43
381.39
31
382.03
381.50
381.72
381.74
381.43
381.86
381.39
----------
--------------
Mean
381.47
381.76
381.58
381.47
381.74
382.48
382.06
381.95
381.64
381.43
381.47
381.42
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Max
381.52
382.40
382.08
381.64
382.35
383.57
383.06
382.27
382.12
381.86
381.81
381.63
383.57
Min
381.44
381.43
381.41
381.41
381.32
381.80
381.70
381.73
381.41
381.39
381.39
381.38
381.32
384.64
m. (MSL.) ,
381.90
m. (MSL.) ,
River Bed 381.29
m. (MSL.)
387.24
m. (MSL.) ,
387.32
m. (MSL.) ,
Drainage Area 762 Square Kilometers
at 19.00 Hours , on Sep 4 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation