Basic HTML Version
802
WATER YEAR : 2013
PING RIVER BASIN
Nam Mae Wang at Ban Phan Ton , Chiang Mai (P.84)
Lat 18 - 35 - 20 N Long 98 - 47 - 59 E
Location : on left bank at Ban Mae Chaem.
Ban
Phan Ton
Amphoe
Mae Wang
Changwat
Chiang Mai
491
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2003-Cont'd
Drainge Area
Instrument Used
Actual Measurement
2003-Cont'd
2013
38
0.8865
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 2.3043 QW
1.31120
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
0.60
1.10
1.30
1.40
26.30
17.60
23.60
26.30
9.70
2.00
0.10
0.10
2
0.60
1.20
1.40
1.40
17.60
11.60
84.70
22.90
7.90
1.90
0.10
0.10
3
0.70
1.20
2.20
1.30
8.80
3.70
46.60
20.20
5.10
1.90
0.20
0.20
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
4
0.80
2.50
5.40
0.70
9.20
5.70
42.80
18.90
4.00
2.00
0.20
3.20
5
0.60
7.40
2.30
1.60
14.10
0.90
38.10
14.60
4.30
1.90
0.10
0.80
6
0.70
4.00
5.10
18.90
2.90
3.40
27.70
14.60
5.10
1.30
0.20
0.10
7
0.80
1.30
3.20
2.80
1.30
16.40
40.00
14.10
2.80
0.30
0.20
0.10
8
0.90
1.40
2.30
3.20
3.70
16.40
24.30
12.60
2.00
0.20
0.20
0.10
9
1.10
1.20
2.50
5.70
8.80
14.60
9.70
11.60
2.00
0.20
0.20
0.10
10
1.10
1.30
3.70
7.90
15.10
85.90
5.10
12.10
1.70
0.20
0.20
0.10
11
0.90
1.30
2.80
2.60 127.50
19.60
11.60
12.10
1.30
0.30
0.20
0.10
12
0.80
1.30
2.20
1.60 110.20
11.60
9.20
10.60
1.30
0.40
0.20
0.10
13
0.80
2.20
1.30
2.20 139.40
95.30
8.30
10.60
0.90
0.20
0.20
0.10
14
1.30
1.30
1.40
2.60
67.20
61.90
8.30
9.70
1.70
0.20
0.10
0.10
15
1.90
1.20
1.60
1.40
54.60
55.60
8.80
9.70
2.30
0.20
0.10
0.10
16
4.00
1.20
1.30
2.80
38.10
35.40
7.40
9.70
5.40
0.10
0.20
0.10
17
4.80
1.20
1.30
24.30
21.50
93.90
7.00
9.70
2.00
0.10
0.10
0.10
18
3.70
1.40
1.20
8.30
11.60
45.60 197.00
8.30
1.70
0.10
0.10
0.10
19
3.40
2.20
0.90
1.30
10.60
20.90 221.70
21.50
1.60
0.10
0.10
0.10
20
2 80
2 50
0 80
2 00
2 00
12 60 129 20
36 40
1 40
0 10
0 10
0 10
.
.
.
.
.
.
.
.
.
.
.
.
21
1.20
2.60
0.90
2.60
2.20
9.70 114.80
11.60
1.30
0.10
0.10
0.10
22
0.90
1.30
1.30
1.20
11.10
8.80 492.90
9.20
1.70
0.20
0.10
0.10
23
1.10
2.20
0.90
0.80
12.10
6.10
79.60
7.40
2.00
0.20
0.10
0.10
24
1.20
10.20
1.10
7.40
17.60
4.30
45.60
6.10
1.60
0.20
0.10
0.00
25
1.10
2.50
2.00
79.60
14.60 105.70 137.70
7.00
1.40
0.20
0.10
0.00
26
0.90
1.70
2.20
56.70
9.70
98.30
55.60
7.40
1.40
0.20
0.10
0.00
27
1.10
1.30
1.90
11.10
2.60
35.40 111.70
5.10
1.70
0.20
0.10
0.10
28
0 90
1 40
1 40
23 60
2 80 299 30
33 70
4 00
1 60
0 20
0 10
0 10
.
.
.
.
.
.
.
.
.
.
.
.
29
1.10
1.30
1.40
7.40
2.90
98.30
78.30
4.50
1.70
0.10
0.10
30
1.10
1.30
1.30
7.00
1.40
39.10
38.10
11.60
1.70
0.10
0.10
31
1.30
33.70
3.70
34.50
1.60
0.10
0.10
----------
--------------
Total
42.90
65.50
58.60 325.10 771.20 1333.60 2173.60 380.10
81.90
15.50
3.90
6.70 5258.60
Ton
Mean
1.40
2.10
2.00
10.50
24.90
44.50
70.10
12.70
2.60
0.50
0.10
0.20
Max
4.80
10.20
5.40
79.60 139.40 299.30 492.90
36.40
9.70
2.00
0.20
3.20 492.90
Min
0.60
1.10
0.80
0.70
1.30
0.90
5.10
4.00
0.90
0.10
0.10
0.00
0.00
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------