Basic HTML Version
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WATER YEAR : 2013
NAN RIVER BASIN
Huai Om Sing at Ban Noen Phoem , Phitsanulok (N.66)
Lat 17 - 07 - 22 N Long 100 - 53 - 58 E
Locat on : on r g t an at Ban Om S ng.
152
sq.km.
Staff gage
+201.220 m. (MSL.)
B.M.- H.D.
On right bank about 8 meters from the top staff gage.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
+208.617 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Nakhon Thai
Changwat
Phitsanulok
Ban
Noen Phoem
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Arithmetic mean of 5 readings
1995 to date
1996 to date
-
1996 to date
Fairly stable with variable water surface slope.
No overbank flow.
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Basis of Mean Daily Gage Height
Records good. Stage-discharge relation defined by 18 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
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1
202.20
202.20
202.45
202.64
203.82
204.74
203.72
202.84
202.54
202.62
202.42
202.42
2
202.20
202.20
203.04
202.58
203.46
204.41
203.98
202.78
202.52
202.60
202.42
202.42
3
202.20
202.16
202.67
202.55
203.29
203.81
204.21
202.76
202.50
202.59
202.42
202.42
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
202.20
202.32
203.40
202.54
203.19
204.00
203.71
202.71
202.48
202.58
202.42
202.42
5
202.20
202.47
205.44
202.62
203.09
203.58
203.55
202.69
202.47
202.57
202.42
202.42
6
202.20
202.51
206.22
202.70
203.00
203.67
203.47
202.69
202.46
202.55
202.42
202.42
7
202.20
202.90
203.49
202.70
204.81
204.09
203.39
202.68
202.45
202.53
202.42
202.42
8
202.20
202.70
202.89
203.36
204.73
203.89
203.32
202.67
202.45
202.51
202.42
202.42
9
202.20
202.47
202.61
203.29
204.98
203.91
203.25
202.66
202.44
202.49
202.42
202.42
10
202.20
202.38
202.52
203.51
205.74
204.33
203.15
202.65
202.43
202.47
202.42
202.42
11
202.20
202.34
203.85
203.05
206.16
203.80
203.12
202.63
202.43
202.45
202.42
202.42
12
202 20
202 32
202 54
203 52
204 64
204 68
203 12
202 62
202 42
202 44
202 42
202 42
.
.
.
.
.
.
.
.
.
.
.
.
13
202.20
202.30
202.47
202.94
203.97
204.34
203.10
202.62
202.42
202.44
202.42
202.42
14
202.20
202.29
203.08
202.93
203.61
204.59
203.06
202.61
202.49
202.44
202.42
202.42
15
202.20
202.28
203.21
202.76
204.65
206.70
203.04
202.61
202.62
202.44
202.42
202.42
16
202.20
202.27
202.56
202.87
203.54
205.23
203.00
202.60
203.03
202.43
202.42
202.42
17
202.20
202.26
202.81
203.00
203.88
204.74
203.17
202.60
202.84
202.43
202.42
202.42
18
202.20
202.25
202.61
202.89
203.39
204.43
203.23
202.59
202.68
202.43
202.42
202.42
19
202.20
202.52
202.65
202.76
203.23
204.08
203.07
202.58
202.69
202.43
202.42
202.42
20
202.20
202.57
204.11
203.98
203.17
203.84
202.98
202.57
202.68
202.43
202.42
202.42
21
202.20
203.30
203.83
204.53
203.11
203.71
202.93
202.56
202.68
202.42
202.42
202.42
22
202.20
202.65
203.04
203.37
205.60
204.48
202.93
202.55
202.67
202.42
202.42
202.42
23
202.20
202.45
202.79
203.14
205.02
204.14
202.89
202.55
202.66
202.42
202.42
202.42
24
202.20
202.74
203.04
203.62
204.68
203.73
202.93
202.55
202.65
202.42
202.42
202.42
25
202.20
202.46
203.24
203.92
204.31
203.68
202.96
202.54
202.65
202.42
202.42
202.42
26
202.20
202.38
202.86
203.25
205.15
203.58
202.86
202.54
202.64
202.42
202.42
202.42
27
202.20
202.35
202.71
203.13
204.17
204.76
202.87
202.53
202.64
202.42
202.42
202.42
28
202.20
202.32
202.62
203.23
203.77
204.60
202.82
202.86
202.63
202.42
202.42
202.42
29
202.20
202.75
202.57
204.42
204.74
204.78
202.81
202.75
202.63
202.42
202.42
30
202.20
203.02
202.51
204.05
204.06
205.17
202.81
202.66
202.62
202.42
202.42
31
202.49
203.66
204.27
202.80
202.62
202.42
202.42
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--------------
Mean
202.20
202.47
203.13
203.21
204.17
204.32
203.17
202.64
202.58
202.47
202.42
202.42
Max
202.20
203.30
206.22
204.53
206.16
206.70
204.21
202.86
203.03
202.62
202.42
202.42
206.70
Min
202.20
202.16
202.45
202.54
203.00
203.58
202.80
202.53
202.42
202.42
202.42
202.42
202.16
207.04
m. (MSL.) ,
201.22
m. (MSL.) ,
River Bed 202.03
m. (MSL.)
208.49
m. (MSL.) ,
208.45
m. (MSL.) ,
Drainage Area 152 Square Kilometers
at 06.00 Hours , on Sep 15 , 2012
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation
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