184
i
l f b k h b id hi h
WATER YEAR : 2013
MUN RIVER BASIN
Huai Hin Lap at Ban Khlong Hin Lap, Nakhon Ratchasima (M.183)
Lat 14 - 43 - 26 N Long 101 - 34 - 19 E
Locat on : on e t an at t e r ge on g way.
250
sq.km.
Staff gage
+300.800 m. (MSL.)
B.M.-H.D.
On left bank near the gage site.
Elevation
3-time daily readings at 06.00 , 12.00 and 18.00 hours.
+307.014 m. (MSL.)
Bench Mark
Type of Gage
Amphoe
Pak Chong
Changwat
Nakhon Ratchasima
Ban
Khlong Hin Lap
Drainge Area
Location BM
Gage Reading Frequency
Zero Gage at Bottom
Arithmetic mean of 3 readings
2007 to date
2007 to date
-
2007 to date
Stable.
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 38 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
301.15
301.15
301.48
301.16
301.18
301.12
301.57
301.34
301.22
301.20
301.17
301.14
2
301.15
301.15
301.43
301.15
301.18
301.12
301.67
301.34
301.20
301.20
301.17
301.14
3
301.15
301.15
301.26
301.15
301.18
301.17
302.00
301.33
301.20
301.20
301.16
301.14
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Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
301.15
301.14
301.25
301.28
301.17
301.17
301.62
301.30
301.20
301.20
301.16
301.14
5
301.15
301.14
301.23
301.36
301.19
301.17
301.48
301.28
301.20
301.20
301.16
301.14
6
301.15
301.14
301.23
301.30
301.27
301.17
301.45
301.28
301.20
301.19
301.16
301.14
7
301.15
301.14
301.34
301.29
301.21
301.36
301.40
301.28
301.20
301.18
301.16
301.14
8
301.15
301.14
301.24
301.25
301.20
301.28
302.22
301.30
301.20
301.18
301.16
301.14
9
301.15
301.14
301.20
301.36
301.20
301.57
301.49
301.30
301.20
301.18
301.16
301.14
10
301.15
301.14
301.18
301.28
301.20
301.36
301.45
301.29
301.20
301.18
301.16
301.14
11
301.15
301.14
301.17
301.20
301.29
301.28
301.38
301.29
301.20
301.18
301.16
301.14
12
301 15
301 14
301 27
301 19
301 30
301 40
301 37
301 28
301 20
301 18
301 15
301 14
.
.
.
.
.
.
.
.
.
.
.
.
13
301.15
301.16
301.26
301.16
301.20
301.53
301.34
301.28
301.20
301.18
301.15
301.14
14
301.15
301.15
301.22
301.15
301.20
301.50
301.30
301.28
301.20
301.18
301.15
301.14
15
301.15
301.15
301.21
301.16
301.19
301.52
301.28
301.28
301.20
301.18
301.15
301.14
16
301.15
301.15
301.17
301.32
301.18
301.39
301.38
301.28
301.20
301.18
301.15
301.14
17
301.15
301.15
301.17
301.28
301.17
301.36
302.43
301.28
301.20
301.18
301.15
301.14
18
301.15
301.14
301.30
301.20
301.15
301.29
301.70
301.28
301.20
301.18
301.15
301.14
19
301.15
301.14
301.25
301.18
301.15
301.39
302.93
301.28
301.20
301.18
301.15
301.12
20
301.15
301.14
301.20
301.16
301.15
305.23
301.71
301.28
301.20
301.17
301.15
301.12
21
301.15
301.15
301.19
301.16
301.15
302.53
301.57
301.28
301.20
301.17
301.15
301.12
22
301.15
301.14
301.20
301.16
301.14
301.47
301.49
301.28
301.20
301.17
301.15
301.12
23
301.15
301.17
301.19
301.16
301.14
301.46
301.44
301.28
301.20
301.17
301.15
301.13
24
301.25
301.30
301.19
301.29
301.12
301.43
301.40
301.27
301.20
301.17
301.15
301.13
25
301.37
301.26
301.19
301.31
301.12
301.37
301.40
301.26
301.20
301.17
301.15
301.13
26
301.25
301.19
301.19
301.28
301.12
301.36
301.37
301.25
301.20
301.17
301.15
301.13
27
301.18
301.17
301.18
301.24
301.12
301.51
301.37
301.23
301.20
301.17
301.15
301.13
28
301.17
301.17
301.17
301.21
301.12
301.65
301.35
301.23
301.20
301.17
301.15
301.13
29
301.17
301.16
301.17
301.20
301.12
301.50
301.34
301.23
301.20
301.17
301.13
30
301.16
301.15
301.17
301.19
301.12
301.50
301.34
301.22
301.20
301.17
301.13
31
301.32
301.20
301.12
301.34
301.20
301.17
301.13
----------
--------------
Mean
301.17
301.16
301.23
301.23
301.17
301.54
301.57
301.28
301.20
301.18
301.15
301.13
Max
301.37
301.32
301.48
301.36
301.30
305.23
302.93
301.34
301.22
301.20
301.17
301.14
305.23
Min
301.15
301.14
301.17
301.15
301.12
301.12
301.28
301.22
301.20
301.17
301.15
301.12
301.12
305.80
m. (MSL.) ,
300.80
m. (MSL.) ,
River Bed 300.93
m. (MSL.)
306.99
m. (MSL.) ,
307.01
m. (MSL.) ,
Drainage Area 250 Square Kilometers
at 12.00 Hours, on Sep 20, 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Left Bank Elevation
Right Bank Elevation
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