Basic HTML Version
793
WATER YEAR : 2013
PING RIVER BASIN
Nam Mae Ngat at Ban Sahakorn Romklao , Chiang Mai (P.56A)
Lat 19 - 17 - 04 N Long 99 - 11 - 23 E
Location : on left bank at the bridge near land Cooperative Office.
Ban
Sahakorn Romklao
Amphoe
Phrao
Changwat
Chiang Mai
546
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
35
0.8395
Continued Sediment Station
Remarks
R-Square
Number of observation
Using Rating Curve Water Year
QS = 2.9761 QW
1.57740
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar Annual
----------
-----------------
1
1.70
0.10
1.80
1.70 159.90 297.10
39.10
49.70
15.30
4.90
1.90
1.10
2
1.70
0.30
1.70
1.70
61.20 186.50
39.10
30.80
13.80
6.90
2.50
0.90
3
1.70
1.20
1.70
1.70
31.90
88.70
39.10
26.50
7.90
6.40
2.70
1.10
Suspended Sediment , in Tons per Day. Water Year 1 April 2013 to 31 March 2014
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4
1.70
1.20
1.90
1.70
29.70
45.10
45.10
18.60
4.50
4.50
2.50
1.10
5
1.70
1.20
2.70
1.90
49.70
30.80
49.70
14.50
4.50
4.20
2.50
1.30
6
1.70
1.60
17.70
1.90
43.60 203.90 196.90
16.80
4.50
3.50
2.50
1.50
7
1.70
2.10
8.30
2.70
82.90 1289.30
84.80
16.80
4.50
4.90
2.10
1.50
8
1.70
5.60
7.40
73.60 229.10 193.40
45.10
16.80
4.50
4.90
2.10
1.50
9
1.70
2.70
4.10
49.70 1157.10 695.50
25.50
16.00
4.50
5.90
2.10
1.30
10
1.60
2.00
4.10
45.10 1866.60 370.20
21.50
15.30
4.50
4.50
2.10
1.10
11
1.60
2.00
60.90
84.80 650.40 203.90
17.70
15.30
4.50
2.70
2.10
1.10
12
1.60
2.10
40.60
77.20 313.90 183.10
16.80
15.30
4.50
4.50
1.90
1.10
13
1.60
3.70
17.70
40.60 159.90 341.80
14.50
15.30
4.90
3.20
2.10
0.90
14
1.70
2.10
8.80
33.00
88.70 193.40
10.90
15.30
7.40
3.20
2.10
0.90
15
1.70
2.00
8.30
42.10 154.50 207.40
35.30
15.30
15.30
3.20
2.10
0.80
16
1.40
2.00
10.30
82.90 111.40 214.60
20.50
15.30 157.10
3.50
2.10
0.80
17
0.90
1.90
2.10
73.60
84.80 310.30 141.20
16.00
30.80
3.20
1.80
0.80
18
0.90
1.90
1.90
49.70
61.20 221.80
49.70
19.60
11.60
3.20
1.50
0.90
19
0.90
1.90
2.00
35.30
36.50 106.80 341.80
34.20
6.90
3.00
1.50
0.90
20
0 90
1 90
1 90
25 50
59 50
66 40 341 80 123 50
6 40
3 00
1 50
0 70
.
.
.
.
.
.
.
.
.
.
.
.
21
1.20
2.00
1.90
27.60
84.80
51.30 260.20
30.80
4.50
2.70
1.50
0.70
22
2.70
2.70
1.90
21.50
90.60
35.30 221.80
21.50
4.20
3.00
1.30
0.70
23
0.80
2.10
1.80
16.80 272.40
29.70 163.20
18.60
3.50
3.00
1.30
0.70
24
0.90
2.10
1.80
17.70 126.10
34.20 113.70
13.00
4.20
3.00
1.20
0.70
25
0.90
2.10
1.80
20.50
81.00
37.70 310.30
10.90
3.70
3.00
1.30
0.90
26
0.90
2.10
1.80
18.60
92.60
31.90
90.60
13.80
4.90
3.00
1.30
0.70
27
0.90
1.90
1.80
26.50 102.70
30.80
94.60
14.50
7.40
2.70
1.50
0.80
28
0 90
1 90
1 80
27 60
59 50 141 20
71 70
16 80
6 90
2 70
1 50
1 10
.
.
.
.
.
.
.
.
.
.
.
.
29
0.50
2.00
1.70 179.70
61.20 108.90 100.60
57.80
7.40
2.50
0.70
30
0.10
2.00
1.70 318.60
92.60
64.70
94.60
28.60
6.40
2.50
0.70
31
1.90
399.40 221.80
82.90
4.50
2.50
0.60
----------
--------------
Total
39.90
62.30 223.90 1800.90 6717.80 6015.70 3180.30 733.20 375.50 113.90
52.60
29.60 19345.60
Ton
Mean
1.30
2.00
7.50
58.10 216.70 200.50 102.60
24.40
12.10
3.70
1.90
1.00
Max
2.70
5.60
60.90 399.40 1866.60 1289.30 341.80 123.50 157.10
6.90
2.70
1.50 1866.60
Min
0.10
0.10
1.70
1.70
29.70
29.70
10.90
10.90
3.50
2.50
1.20
0.60
0.10
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