794
WATER YEAR : 2013
PING RIVER BASIN
Ping River at Ban Mae Tae , Chiang Mai (P.67)
Lat 19 - 01 - 11 N Long 98 - 57 - 43 E
Location : on left bank at the bridge on highway.
Ban
Mae Tae
Amphoe
San Sai
Changwat
Chiang Mai
5,323 sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1997-Cont'd
Drainge Area
Instrument Used
Actual Measurement
1997-Cont'd
2013
36
0.8676
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 0.9783 QW
1.67320
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
------------------
1
3.10
6.40
3.10
2.00
41.50 662.90 662.90 662.90 110.00
17.30
56.90
36.50
2
3.60
7.70
5.80
1.50
50.50 1831.20 606.40 482.70 104.70
16.10
53.70
44.40
3
19.60
10.00
2.50
1.30
34.40 534.30 976.10 404.10 104.70
15.00
34.40
24.80
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
4
6.40
7.70
1.70
1.00
26.60 158.50 606.40 333.00
89.40
14.00
7.10
3.60
5
2.50
5.80
1.50
2.80
44.40
89.40 534.30 306.10
63.60
14.00
6.40
2.80
6
7.70
5.80
1.30
6.40
36.50 139.20 802.50 319.40
79.80
16.10
5.20
1.30
7
10.00
7.10
1.00
5.20
30.40 499.60 482.70 293.00
99.50
16.10
7.70
4.70
8
9.10
5.20
1.00
10.00
23.00 4016.60 319.40 231.00 139.20
16.10
53.70
47.40
9
9.10
4.10
1.00
5.80
32.40 6469.80 207.90 185.70
63.60
16.10
53.70
47.40
10
38.60
7.70
1.30
6.40 2310.10 6135.10 178.80 185.70
32.40
19.60
26.60
47.40
11
16.10
8.40
3.10
24.80 9944.90 2099.90 110.00 178.80
28.50
34.40
3.60
28.50
12
11.90
7.70
30.40
23.00 6985.20 1139.30
84.60 196.70
24.80
30.40
2.50
4.10
13
11.90
8.40
26.60
21.30 3317.30 1195.90
75.10 185.70
26.60
24.80
2.80
2.50
14
11.90
7.10
12.90
14.00 1507.80 1439.40
67.10 178.80
53.70
10.00
11.00
10.00
15
11.90
7.70
7.70
16.10 924.00 2754.30
56.90 171.90 499.60
6.40
56.90
47.40
16
11.90
21.30
5.80
30.40 873.10 4138.40
47.40 185.70 231.00
6.40 126.90
47.40
17
11.90
17.30
4.10
16.10 499.60 4138.40
50.50 171.90 126.90
10.00
67.10
41.50
18
9.10
15.00
1.30
16.10 267.50 3660.20 606.40 196.70
84.60
53.70
7.70
21.30
19
8.40
12.90
0.60
11.90 152.00 1684.30 13796.80 873.10
79.80
56.90
7.10
9.10
20
11 90
5 20
1 50
11 00 110 00 873 10 7072 70 1083 80
41 50
44 40
4 70
4 70
.
.
.
.
.
.
.
.
.
.
.
.
21
10.00
6.40
2.00
10.00
94.40 588.10 3896.30 449.40
47.40
11.90
9.10
7.70
22
9.10
9.10
2.00
10.00 360.70 389.40 3206.00 280.10
41.50
7.70
53.70
44.40
23
9.10
4.10
5.20
8.40 569.90 293.00 3718.70 207.90
38.60
7.10
67.10
50.50
24
7.70
2.20
32.40
21.30 741.40 152.00 2754.30 178.80
36.50
11.00
50.50
50.50
25
7.70
6.40
6.40
53.70 434.10 196.70 2353.10 165.10
30.40
70.60
17.30
28.50
26
7.10
5.80
10.00
15.00 319.40 280.10 1542.50 126.90
38.60
53.70
5.20
8.40
27
7.10
2.20
3.60
10.00 306.10 781.90 949.90 121.00
23.00
53.70
2.00
3.10
28
6 40
3 60
2 00
9 10 171 90 3317 30 873 10 126 90
18 40
26 60
7 10
8 40
.
.
.
.
.
.
.
.
.
.
.
.
29
7.10
4.10
2.00
8.40
60.20 4138.40 2183.00 115.40
17.30
16.10
44.40
30
6.40
4.10
2.50
28.50
53.70 1577.50 1195.90 115.40
17.30
15.00
47.40
31
4.70
34.40
60.20
898.40
17.30
24.80
47.40
----------
--------------
Total
304.30 231.20 182.30 435.90 30383.20 55374.20 50916.10 8713.60 2410.20 736.00 807.70 817.50 151312.20
Ton
Mean
10.10
7.50
6.10
14.10 980.10 1845.80 1642.50 290.50
77.70
23.70
28.80
26.40
Max
38.60
21.30
32.40
53.70 9944.90 6469.80 13796.80 1083.80 499.60
70.60 126.90
50.50 13796.80
Min
2.50
2.20
0.60
1.00
23.00
89.40
47.40 115.40
17.30
6.40
2.00
1.30
0.60
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