Basic HTML Version
264
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WATER YEAR : 2013
PING RIVER BASIN
Nam Mae Khod at Ban San Pu Loei, Chiang Mai (P.91)
Lat 19 - 05 - 42 N Long 99 - 10 - 44 E
Locat on : on r g t an at Ban San Pu Loe .
130
sq.km.
Water - stage recorder
+413.100 m. (MSL.)
B.M.-H.D.
On right bank near the gage site.
Elevation
Recording
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
+419.380 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Phrao
Changwat
Chiang Mai
Ban
San Pu Loei
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 39 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
413.49
413.46
413.50
413.59
413.71
413.72
413.74
413.81
413.70
413.60
413.54
413.50
2
413.54
413.46
413.52
413.52
413.79
413.84
413.82
413.80
413.70
413.60
413.53
413.49
3
413.54
413.46
413.49
413.54
413.70
413.76
413.89
413.78
413.68
413.60
413.54
413.48
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
413.54
413.46
413.54
413.82
413.68
413.73
413.80
413.77
413.68
413.60
413.55
413.48
5
413.53
413.60
413.62
413.94
413.66
413.75
413.78
413.76
413.66
413.60
413.54
413.50
6
413.53
413.60
413.62
413.65
413.66
414.65
413.76
413.76
413.66
413.60
413.54
413.48
7
413.53
413.60
413.61
413.68
413.65
414.21
413.75
413.76
413.66
413.58
413.54
413.48
8
413.52
413.59
413.60
413.69
413.66
413.93
413.73
413.76
413.65
413.60
413.53
413.48
9
413.50
413.62
413.60
413.59
414.05
414.11
413.70
413.74
413.65
413.60
413.52
413.48
10
413.50
413.62
413.56
413.66
414.07
414.09
413.72
413.72
413.63
413.60
413.50
413.48
11
413.50
413.60
413.60
413.68
413.91
414.09
413.76
413.70
413.64
413.60
413.52
413.44
12
413 50
413 51
413 60
413 66
413 81
414 10
413 74
413 69
413 63
413 59
413 53
413 44
.
.
.
.
.
.
.
.
.
.
.
.
13
413.50
413.48
413.60
413.64
413.89
414.12
413.72
413.68
413.64
413.55
413.52
413.44
14
413.49
413.47
413.60
413.60
413.79
414.20
413.68
413.69
413.65
413.54
413.52
413.44
15
413.53
413.48
413.59
413.61
413.86
414.08
413.66
413.68
413.68
413.52
413.52
413.44
16
413.52
413.48
413.58
413.55
413.80
413.95
413.66
413.68
413.70
413.52
413.52
413.44
17
413.49
413.48
413.58
413.62
413.82
413.90
413.73
413.68
413.68
413.51
413.52
413.44
18
413.48
413.48
413.53
413.68
413.79
413.90
413.79
413.68
413.66
413.51
413.52
413.44
19
413.46
413.46
413.56
413.68
413.72
413.87
414.21
413.72
413.65
413.50
413.50
413.44
20
413.46
413.41
413.56
413.67
413.91
413.80
414.03
414.20
413.66
413.50
413.49
413.44
21
413.46
413.42
413.55
413.66
413.79
413.78
414.21
413.98
413.66
413.52
413.50
413.44
22
413.45
413.44
413.55
413.66
413.80
413.76
413.97
413.86
413.66
413.55
413.50
413.44
23
413.46
413.42
413.55
413.64
413.89
413.71
413.95
413.77
413.64
413.56
413.50
413.44
24
413.46
413.42
413.56
413.61
413.84
413.72
413.93
413.74
413.64
413.56
413.50
413.44
25
413.46
413.42
413.55
413.62
413.80
413.87
414.09
413.70
413.64
413.56
413.50
413.46
26
413.46
413.44
413.53
413.58
413.73
413.89
413.89
413.68
413.64
413.56
413.49
413.44
27
413.46
413.47
413.58
413.64
413.80
413.87
413.83
413.68
413.62
413.56
413.50
413.44
28
413.46
413.51
413.58
413.63
413.59
413.91
413.89
413.66
413.62
413.56
413.50
413.44
29
413.46
413.52
413.59
413.62
413.80
413.92
413.89
413.68
413.62
413.54
413.44
30
413.46
413.52
413.60
413.70
413.63
413.86
413.85
413.70
413.62
413.54
413.44
31
413.51
413.72
413.73
413.82
413.60
413.54
413.44
----------
--------------
Mean
413.49
413.50
413.57
413.65
413.78
413.94
413.84
413.75
413.65
413.56
413.52
413.46
Max
413.54
413.62
413.62
413.94
414.07
414.65
414.21
414.20
413.70
413.60
413.55
413.50
414.65
Min
413.45
413.41
413.49
413.52
413.59
413.71
413.66
413.66
413.60
413.50
413.49
413.44
413.41
414.89
m. (MSL.) ,
413.10
m. (MSL.) ,
River Bed 412.91
m. (MSL.)
418.78
m. (MSL.) ,
418.84
m. (MSL.) ,
Drainage Area 130 Square Kilometers
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at 15.00 Hours , on Sep 6 , 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation