Basic HTML Version
792
WATER YEAR : 2013
PING RIVER BASIN
Nam Mae Rim at Ban Mae Rim Tai , Chiang Mai (P.21)
Lat 18 - 55 - 45 N Long 98 - 56 - 40 E
Location : on left bank about 100 meters downstream from the bridge of Chiang Mai - Fang Highway.
Ban
Mae Rim Tai
Amphoe
Mae Rim
Changwat
Chiang Mai
452
sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
2001-Cont'd
Drainge Area
Instrument Used
Actual Measurement
2001-Cont'd
2013
35
0.9540
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 15.8930 QW
0.94400
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
3.00
3.10
11.30
6.80
55.80
35.20
64.10
92.80
42.70
38.90
8.30
10.60
2
3.00
3.10
9.80
4.90
32.90
70.70
87.50
82.20
40.20
32.90
5.90
7.30
3
2.70
3.10
6.80
4.50
24.80
46.50 124.10
65.70
41.40
25.90
6.40
4.00
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Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
4
3.10
4.90
9.80
4.90
25.90
41.40 191.90
64.10
31.70
30.60
5.90
4.00
5
3.10
22.10
12.10
4.50
57.40
40.20 118.90
50.70
32.90
6.80
5.40
3.50
6
3.30
19.50
12.90
4.90
42.70
92.80
94.50
46.50
31.70
24.80
4.90
3.30
7
9.00
12.90
14.40
4.50
40.20 136.10 106.70
50.70
28.30
25.90
5.90
5.90
8
5.90
14.40
14.40
15.10
31.70 161.80
94.50
52.40
29.40
31.70
6.40
21.20
9
3.30
13.60
15.90
27.10
41.40 225.40
70.70
52.40
28.30
25.90
13.60
14.40
10
2.70
12.90
9.80
20.40
92.80 136.10
47.80
49.10
29.40
21.20
17.70
4.00
11
2.50
14.40
19.50
34.00 309.90
85.70
42.70
46.50
31.70
19.50
9.00
2.80
12
2.10
11.30
64.10
31.70 560.40 139.60
32.90
45.30
34.00
18.60
15.10
2.80
13
2.10
12.10
18.60
20.40 223.20 168.60
23.90
44.00
32.90
20.40
14.40
2.80
14
2.10
7.30
5.90
9.80 113.70 125.80
23.90
44.00
49.10
20.40
15.90
2.80
15
2.10
4.90
4.00
15.10 151.50 110.20
29.40
49.10 112.00
18.60
11.30
2.80
16
2.10
3.10
3.50
41.40 139.60 134.40
27.10 158.40
92.80
15.90
8.30
2.80
17
2.10
3.00
3.30
75.60
91.00 186.10
42.70 117.20
77.30
15.90
6.80
2.80
18
2.10
2.50
3.50
55.80
67.40 118.90 351.30
99.80
55.80
15.90
9.00
2.80
19
2.10
2.30
3.10
24.80
57.40
70.70 525.40
80.50
45.30
23.90
9.80
3.00
20
2 00
7 30
3 10
13 60
55 80
82 20 199 70 176 40
42 70
13 60
8 30
3 10
.
.
.
.
.
.
.
.
.
.
.
.
21
1.80
36.30
3.30
9.80
92.80
57.40 209.60 108.50
40.20
12.10
8.30
3.00
22
1.80
28.30
3.30
11.30 178.30
44.00 184.20
74.00
38.90
10.60
8.30
2.70
23
1.80
19.50
3.00
16.80 131.00
36.30 172.50
60.80
36.30
11.30
10.60
2.80
24
9.80
12.90
3.30
57.40 118.90
37.60 137.90
55.80
34.00
10.60
9.00
2.80
25
4.90
15.90
6.80 110.20
85.70
45.30 225.40
72.30
35.20
8.30
8.30
3.30
26
4.50
24.80
11.30
50.70
65.70
42.70 132.70
47.80
34.00
10.60
8.30
2.70
27
4.00
15.10
12.90
42.70
60.80 124.10
99.80
49.10
34.00
10.60
9.80
3.00
28
3 30
12 10
8 30
24 80
49 10 337 50 112 00
74 00
36 30
11 30
10 60
6 80
.
.
.
.
.
.
.
.
.
.
.
.
29
2.30
10.60
6.80
30.60
34.00 197.80 211.90
65.70
37.60
9.80
15.10
30
3.10
7.80
7.30
60.80
23.90 105.00 137.90
45.30
37.60
6.80
22.10
31
3.10
45.30
22.10
112.00
35.20
7.80
17.70
----------
--------------
Total
97.70 364.20 312.10 880.20 3077.80 3236.10 4035.60 2121.10 1308.90 557.10 261.50 188.70 16441.00
Ton
Mean
3.30
11.70
10.40
28.40
99.30 107.90 130.20
70.70
42.20
18.00
9.30
6.10
Max
9.80
36.30
64.10 110.20 560.40 337.50 525.40 176.40 112.00
38.90
17.70
22.10 560.40
Min
1.80
2.30
3.00
4.50
22.10
35.20
23.90
44.00
28.30
6.80
4.90
2.70
1.80
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