Page 366 - Slide 1

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330
Location : on left bank at Ban Mae Hu.
57
sq.km.
Amphoe
Si Satchanalai
Changwat
Sukhothai
Ban
Mae Hu
WATER YEAR : 2014
Yom RIVER BASIN
Huai Mae Hu at Ban Mae Hu , Sukhothai (Y.29)
Lat 17 - 42 - 11 N Long 99 - 44 - 24 E
Drainge Area
Staff gage
+93.445 m. (MSL.)
B.M.-H.D.
On left bank near the gage site.
Elevation
5-time daily readings at 06.00, 09.00, 12.00, 15.00 and 18.00 hours.
Arithmetic means of 5 readings
1983 to date
Basis of Mean Daily Gage Height
Gage Reading Frequency
Zero Gage at Bottom
+98.162 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Period of Available Gage Records
Rating Operation
1983 to date
-
1983 to date
Fairly stable.
No overbank flow.
Records fair. Stage-discharge relation defined by 7 discharge measurements made in 2014.
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
93.28
93.85
93.87
93.85
93.85
94.15
93.93
93.85
93.75
93.60
93.60
93.55
2
93.28
94.11
93.94
93.85
93.87
94.15
93.89
93.85
93.75
93.60
93.60
93.55
3
93.28
94.89
93.91
93.85
93.95
94.15
93.87
93.85
93.75
93.60
93.60
93.55
4
93.28
94.23
93.89
93.85
93.91
94.14
93.85
93.85
93.75
93.60
93.60
93.55
5
93.28
93.91
93.85
93.85
93.89
94.15
93.85
93.85
93.75
93.60
93.60
93.55
6
93.28
93.84
93.85
93.85
93.89
94.15
93.85
93.90
93.75
93.60
93.60
93.55
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2014 to March 31, 2015
7
93.28
93.85
93.85
93.85
93.87
94.15
93.85
93.91
93.75
93.60
93.60
93.55
8
93.28
93.85
93.85
93.85
93.85
94.14
93.85
93.89
93.75
93.60
93.60
93.55
9
93.28
93.89
93.85
93.85
93.85
93.97
93.85
93.85
93.75
93.60
93.60
93.55
10
93.28
93.85
93.85
93.85
93.85
93.94
93.85
93.85
93.75
93.63
93.60
93.55
11
93.28
93.85
93.85
93.85
93.85
93.91
93.85
93.83
93.75
93.63
93.60
93.54
12
93.28
93.80
93.85
93.85
93.85
93.91
93.85
93.83
93.75
93.63
93.60
93.54
13
93.28
93.77
93.92
93.85
93.85
93.89
93.85
93.82
93.75
93.63
93.60
93.54
14
93.28
93.76
94.10
93.85
93.85
93.89
93.85
93.81
93.75
93.63
93.60
93.54
15
93.28
93.76
94.06
93.85
93.89
93.89
93.85
93.80
93.75
93.63
93.60
93.54
16
93.28
93.75
94.20
93.95
93.91
93.90
93.83
93.79
93.70
93.63
93.60
93.55
17
93.28
93.75
94.23
93.95
93.91
93.90
93.83
93.79
93.70
93.63
93.60
93.55
18
93.28
93.75
94.36
93.93
93.95
93.91
93.83
93.79
93.65
93.63
93.60
93.55
19
93.28
93.75
94.19
93.91
94.00
93.92
93.83
93.76
93.63
93.63
93.60
93.55
20
93.28
93.75
93.99
93.89
94.04
93.94
93.83
93.72
93.63
93.63
93.60
93.55
21
93.28
93.75
93.95
93.91
93.94
93.85
93.80
93.69
93.61
93.60
93.60
93.55
22
93.28
93.75
93.90
93.95
93.91
93.85
93.80
93.67
93.61
93.60
93.60
93.55
23
93.28
93.75
93.85
94.01
93.89
93.85
93.80
93.67
93.60
93.60
93.60
93.55
24
93.28
93.75
93.85
94.02
93.89
93.85
93.80
93.67
93.60
93.60
93.60
93.55
25
93.28
93.75
93.85
93.94
93.93
93.85
93.80
93.65
93.60
93.60
93.60
93.55
26
93.28
93.75
93.85
93.90
93.97
93.89
93.76
93.65
93.60
93.60
93.60
93.55
27
93.28
93.75
93.85
93.90
94.05
93.95
93.76
93.65
93.60
93.60
93.60
93.55
28
93.28
93.75
93.85
93.89
94.05
93.91
93.76
93.65
93.60
93.60
93.60
93.55
29
93.28
93.75
93.85
93.89
94.05
93.89
93.76
93.65
93.60
93.60
93.55
30
93.28
93.76
93.90
93.89
94.05
93.85
93.76
93.65
93.60
93.60
93.55
31
93.77
93.89
94.05
93.76
93.60
93.60
93.55
----------
--------------
Mean
93.28
93.85
93.94
93.89
93.92
93.96
93.83
93.77
93.68
93.61
93.60
93.55
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Max
93.28
94.89
94.36
94.02
94.05
94.15
93.93
93.91
93.75
93.63
93.60
93.55
94.89
Min
93.28
93.75
93.85
93.85
93.85
93.85
93.76
93.65
93.60
93.60
93.60
93.54
93.28
94.95
m. (MSL.) ,
93.44
m. (MSL.) ,
River Bed 93.40
m. (MSL.)
97.74
m. (MSL.) ,
97.73
m. (MSL.) ,
Drainage Area
57
Square Kilometers
at 12.00 Hours , on May 3 , 2014
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation