Basic HTML Version
366
Location : on right bank at Ban Chom Phu.
-
sq.km.
Amphoe
Noen Maprang
Changwat
Phitsanulok
Ban
Chom Phu
WATER YEAR : 2012
NAN RIVER BASIN
Khlong Chom Phu at Ban Chom Phu , Phitsanulok (N.43A)
Lat 16 - 41 - 40 N Long 100 - 39 - 28 E
Drainge Area
Staff gage
+50.056 m. (MSL.)
B.M.-H.D.
Near the gage site.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic mean of 5 readings
2010 to date
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+59.558 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Rating Operation
Period of Available Gage Records
2010 to date
-
2010 to date
Fairly stable.
No overbank flow.
Records good. Stage-discharge relation defined by 5 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
51.43
51.71
51.89
52.09
53.34
54.66
52.21
51.69
51.80
51.49
51.81
51.62
2
51.42
51.71
51.90
52.05
52.33
53.72
52.13
51.66
51.76
51.47
51.91
51.61
3
51.44
51.71
51.88
52.90
52.19
55.88
52.20
51.66
51.74
51.46
51.86
51.71
4
51.51
51.71
51.87
52.39
52.10
54.18
52.06
51.62
51.73
51.46
51.81
51.79
5
51.68
51.71
51.80
52.07
52.06
54.24
52.05
51.66
51.74
51.46
51.79
51.84
6
51.82
51.74
51.79
52.51
52.03
53.34
52.48
52.12
51.82
51.43
51.79
51.82
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Gage Height in Meter (MSL.) Water Year April 1, 2012 to March 31, 2013
7
51.89
51.94
51.76
52.11
52.02
53.27
52.23
52.54
51.99
51.41
51.79
51.81
8
51.91
51.82
51.86
52.04
52.05
53.01
52.12
51.91
51.85
51.40
51.80
51.80
9
51.99
51.79
51.86
52.06
53.49
52.76
52.02
51.85
51.80
51.39
51.76
51.79
10
51.95
51.78
51.86
51.99
53.46
52.91
51.96
51.77
51.75
51.38
51.76
51.73
11
51.83
51.76
51.85
51.91
52.75
52.67
51.93
51.73
51.71
51.37
51.76
51.68
12
51.82
51.76
51.85
51.88
52.87
52.57
51.91
51.74
51.73
51.37
51.76
51.68
13
51.83
51.76
51.89
51.89
52.52
52.51
51.91
51.81
51.76
51.36
51.77
51.69
14
51.82
51.74
51.89
52.27
52.24
52.75
51.91
51.80
51.72
51.67
51.80
51.58
15
51.81
51.73
51.86
52.64
52.73
53.47
51.89
51.76
51.71
51.82
51.80
51.49
16
51.78
51.74
51.84
52.04
52.35
52.61
51.88
51.75
51.69
51.86
51.80
51.68
17
51.79
51.74
52.07
52.15
52.23
52.46
51.86
51.71
51.69
51.85
51.80
51.53
18
51.76
51.77
52.09
53.28
52.10
52.19
51.83
51.71
51.67
51.83
51.78
51.42
19
51.75
51.79
52.00
54.34
52.07
52.51
51.76
51.69
51.66
51.81
51.74
51.42
20
51.76
51.83
51.96
52.73
52.61
52.64
51.76
51.71
51.64
51.80
51.79
51.50
21
51.76
51.84
52.01
52.14
52.17
52.86
51.75
51.75
51.62
51.79
51.80
51.57
22
51.73
51.79
52.08
52.06
52.08
52.68
51.74
51.78
51.57
51.79
51.83
51.53
23
51.67
51.78
51.94
52.02
52.06
52.86
51.72
51.84
51.56
51.78
51.79
51.51
24
51.72
51.78
51.91
51.96
52.18
52.64
51.69
52.19
51.56
51.77
51.74
51.51
25
51.76
51.77
51.95
51.96
53.91
52.49
51.66
52.05
51.55
51.77
51.74
51.51
26
51.73
51.77
51.92
51.98
53.34
52.38
51.66
51.86
51.54
51.77
51.72
51.47
27
51.62
51.76
51.92
51.94
53.13
52.41
51.64
51.85
51.51
51.78
51.68
51.42
28
51.68
51.76
51.92
52.13
52.92
52.11
51.61
52.16
51.53
51.86
51.67
51.41
29
51.70
51.74
51.89
53.57
52.65
52.03
51.61
51.77
51.52
51.85
51.48
30
51.71
51.74
51.86
53.55
53.98
52.04
51.57
51.52
51.50
51.81
51.53
31
51.73
53.15
54.15
51.56
51.50
51.81
51.55
----------
--------------
Mean
51.74
51.76
51.91
52.38
52.65
52.96
51.88
51.82
51.67
51.64
51.78
51.60
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Max
51.99
51.94
52.09
54.34
54.15
55.88
52.48
52.54
51.99
51.86
51.91
51.84
55.88
Min
51.42
51.71
51.76
51.88
52.02
52.03
51.56
51.52
51.50
51.36
51.67
51.41
51.36
56.36
m. (MSL.) ,
50.06
m. (MSL.) ,
River Bed 49.73
m. (MSL.)
58.72
m. (MSL.) ,
58.60
m. (MSL.) ,
Drainage Area
Square Kilometers
at 06.00 Hours , on Sep 3 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation