Basic HTML Version
60
i
l f b k
WATER YEAR : 2013
NAM MAE ING RIVER BASIN
Nam Mae Ing at Ban Jae Dee Ngam , Phayao (I.17)
Lat 19 - 10 - 11 N Long 99 - 56 - 13 E
Locat on : on e t an at Ban Jae Dee Ngam.
1,167
sq.km.
Staff gage
+386.266 m. (MSL.)
B.M.-H.D.
On left bank about 10 meters from the top staff gage.
Elevation
3-time daily readings at 06.00, 12.00 and 18.00 hours.
Drainge Area
Amphoe
Mueang
Changwat
Phayao
Ban
Jae Dee Ngam
Gage Reading Frequency
Zero Gage at Bottom
+390.690 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Arithmetic mean of 3 readings
2003 to date
2003 to date
-
2003 to date
Fairly Stable because of backwater effect.
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 fair. Stage-discharge relation defined by 33 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
387.28
387.28
387.11
387.11
387.42
387.35
388.42
388.23
387.36
387.49
387.19
387.10
2
387.13
387.37
387.12
387.05
387.41
387.45
388.41
387.97
387.34
387.44
387.20
387.22
3
387.00
387.28
387.20
387.03
387.38
387.45
388.48
387.77
387.32
387.37
387.21
387.23
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
387.07
387.22
387.23
387.13
387.35
387.43
388.57
387.67
387.30
387.28
387.22
387.17
5
387.20
387.26
387.22
387.17
387.33
387.43
388.42
387.64
387.26
387.25
387.23
387.14
6
387.25
387.28
387.22
387.19
387.31
387.50
388.38
387.57
387.23
387.23
387.23
387.09
7
387.25
387.26
387.21
387.20
387.29
387.60
388.37
387.48
387.22
387.23
387.24
386.99
8
387.25
387.24
387.23
387.20
387.25
387.66
388.35
387.45
387.19
387.22
387.24
386.97
9
387.20
387.23
387.28
387.22
387.23
387.41
388.30
387.42
387.16
387.21
387.25
386.96
10
387.12
387.29
387.27
387.23
387.29
387.29
388.24
387.41
387.13
387.20
387.25
386.95
11
387.11
387.23
387.30
387.19
387.42
387.45
388.17
387.34
387.10
387.30
387.28
386.94
12
387 11
387 21
387 33
387 03
387 51
387 62
388 09
387 20
387 08
387 50
387 30
387 01
.
.
.
.
.
.
.
.
.
.
.
.
13
387.11
387.19
387.35
386.83
387.61
387.88
388.00
387.01
387.00
387.58
387.34
387.20
14
387.12
387.18
387.37
386.77
387.77
388.07
387.92
386.66
386.95
387.62
387.36
387.29
15
387.12
387.17
387.34
386.71
387.85
388.33
387.92
386.34
387.04
387.62
387.39
387.31
16
387.12
387.14
387.31
386.65
387.90
388.36
387.91
386.34
387.05
387.63
387.41
387.30
17
387.13
387.12
387.30
386.85
387.93
388.39
387.87
386.42
387.04
387.64
387.43
387.28
18
387.13
387.08
387.29
387.14
387.94
388.44
387.80
386.49
387.02
387.65
387.46
387.25
19
387.13
387.04
387.27
387.28
387.81
388.43
387.72
386.51
386.97
387.66
387.48
387.24
20
387.13
387.02
387.26
387.29
387.64
388.34
387.69
386.52
386.95
387.66
387.49
387.23
21
387.07
386.99
387.21
387.29
387.55
388.33
387.85
386.68
386.95
387.63
387.52
387.30
22
386.96
386.97
387.10
387.28
387.60
388.32
388.20
387.34
386.96
387.55
387.55
387.41
23
386.93
387.00
387.04
387.25
387.65
388.33
388.36
387.52
387.02
387.44
387.52
387.37
24
386.98
387.01
387.02
387.21
387.68
388.35
388.39
387.53
387.12
387.32
387.49
387.31
25
387.05
387.02
387.06
387.21
387.71
388.34
388.38
387.55
387.17
387.25
387.35
387.18
26
387.09
387.03
387.10
387.22
387.77
388.33
388.33
387.57
387.20
387.23
387.22
387.11
27
387.12
387.04
387.11
387.28
387.88
388.37
388.28
387.59
387.24
387.21
387.13
387.06
28
387.17
387.06
387.11
387.32
388.14
388.42
388.22
387.61
387.31
387.20
387.03
387.04
29
387.27
387.08
387.11
387.36
388.32
388.44
388.18
387.56
387.40
387.19
387.03
30
387.20
387.09
387.11
387.42
388.36
388.42
388.20
387.41
387.48
387.18
387.02
31
387.10
387.44
388.38
388.30
387.51
387.18
386.99
----------
--------------
Mean
387.13
387.14
387.21
387.15
387.67
387.98
388.18
387.26
387.16
387.39
387.32
387.15
Max
387.28
387.37
387.37
387.44
388.38
388.44
388.57
388.23
387.51
387.66
387.55
387.41
388.57
Min
386.93
386.97
387.02
386.65
387.23
387.29
387.69
386.34
386.95
387.18
387.03
386.94
386.34
388.59
m. (MSL.) ,
386.27
m. (MSL.) ,
River Bed 384.55
m. (MSL.)
390.57
m. (MSL.) ,
390.58
m. (MSL.) ,
Drainage Area 1167 Square Kilometers
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
at 12.00 Hours , on Oct 4, 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation