785
Location : on left bank about 150 meters upstream from Kaeng Luang.
Ban
Kaeng Luang
Amphoe
Si Satchanalai
Changwat
Sukhothai
WATER YEAR : 2014
Yom RIVER BASIN
Yom River at Ban Kaeng Luang , Sukhothai (Y.6)
Lat 17 - 26 - 05 N Long 99 - 47 - 30 E
12,769 sq.km.
Method of sampling
Depth Integrating
US.D-49
Period of Available Records
1963 - 1987,1997-Cont'd
Actual Measurement
1963 - 1987,1997-Cont'd
2014
Drainge Area
Using Rating Curve Water Year
Instrument Used
19
0.8900
Continued Sediment Station
QS = 1.1290 QW
1.51200
Suspended Sediment , in Tons per Day. Water Year 1 April 2014 to 31 March 2015
Remarks
R-Square
Number of observation
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
------------------
1
0.00
0.00
54.60 193.20 2843.50 7289.10 2675.80 1728.90 142.70
45.30
85.50
23.30
2
0.00
0.00
49.00 259.90 2394.10 14397.30 3844.30 2265.10 160.20
49.00
90.00
21.40
3
0.00
0.00 101.90 501.90 2394.10 23080.30 3732.20 1941.70 168.50
53.30
94.60
19.10
4
0.00
17.00 233.50 559.50 2062.10 45975.30 2423.80 1591.70 181.70
58.40
93.40
18.70
5
0.00
45.30 160.20 420.90 1684.10 50829.20 2305.60 1017.40 189.40
63.00
99.20
16.50
6
0 00
52 70 131 00 315 60 2334 90 46573 00 1472 00 970 00 193 20
66 40 102 70
14 90
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
.
.
.
.
.
.
.
.
.
.
.
.
7
0.00 1266.00 120.90 198.10 2167.20 22434.00 1346.00 1114.70 185.50
70.50 105.10
14.90
8
0.00 1540.30 137.90 117.60 3475.20 18206.50 1782.40 1524.60 174.10
75.80 111.10
14.10
9
0.00 980.10 124.20 104.70 3402.90 16491.80 2276.30 2433.00 157.50
74.70 117.20
8.50
10
0.00 1408.50
78.30
96.50 2483.70 9020.40 1540.30 2518.50 127.20
70.50 111.10
5.60
11
0.00 1882.50
63.70 309.90 2036.10 5219.50 1587.70 523.60 120.90
85.50 106.30
4.60
12
0.00 756.80
54.60 5267.20 1933.20 3695.10 1429.60 213.00 114.70 117.20
98.00
3.60
13
0.00 387.10
56.80 4286.80 2193.80 2776.00 1304.90 298.50 111.10 149.40
80.10
1.90
14
0 00 276 30
85 90 1882 50 2062 10 2423 80 666 00 276 30 107 50 636 60
68 40
0 70
.
.
.
.
.
.
.
.
.
.
.
.
15
0.00 259.90 569.30 1010.60 2010.20 2088.20 1728.90 298.50 102.70 5030.40
67.80
0.20
16
0.00 281.80 1684.10 707.90 2945.80 2544.10 1114.70 265.30
94.60 5387.00
67.10
0.10
17
0.00 249.30 2062.10 590.50 2843.50 3049.30 1266.00 197.20
83.30 551.10
65.70
0.10
18
0.00 178.80 2276.30 511.40 2609.60 3119.00 877.30 154.70
72.60 209.00
65.00
0.00
19
0.00 151.10 2513.80 569.30 2088.20 2609.60 923.30 134.90
65.70 162.90
64.40
0.00
20
0.00 281.80 1832.20 870.80 1587.70 2010.20 636.60 119.70
59.70 133.60
62.40
0.00
21
0.00 238.70 1010.60 1587.70 2980.10 1587.70 388.40 137.50
55.20 111.10
58.40
0.00
22
0.00 198.10 549.70 2220.40 11753.40 1540.30 923.30 160.20
48.40
87.80
54.60
0.00
23
0.00 160.20 362.70 1708.50 14493.80 1284.50 1114.70 185.50
41.20
67.80
50.20
0.00
24
0.00 160.20 265.30 1139.40 5653.60 1635.70 459.50 189.40
34.00
55.80
43.60
0.00
25
0.00 164.80 208.00 1882.50 2911.50 2453.70 1869.90 177.90
26.20
47.70
36.70
0.00
26
0.00
91.10 198.10 5077.50 2036.10 4203.60 5207.60 165.70
19.10
46.50
31.30
0.00
27
0.00
73.30 356.70 3014.60 2193.80 10903.00 3881.90 171.30
15.70
50.20
29.70
0.30
28
0.00
59.10 374.90 2167.20 2709.00 6646.50 4342.60 177.90
23.30
58.40
25.70
0.40
29
0.00
50.80 259.90 2220.40 6174.70 4203.60 2692.40 171.30
30.30
65.00
0.90
30
0.00
66.10 249.30 4245.20 3511.50 3295.40 1798.90 154.70
36.10
71.20
1.40
31
66.10
4710.90 4539.70
1458.40
41.20
76.80
1.50
----------
--------------
Total
0.00 11343.80 16225.50 48749.10 106509.20 321585.70 59071.30 21278.70 2983.50 13827.90 2085.30 172.70 603832.60
Ton
Mean
0.00 365.90 540.90 1572.60 3435.80 10719.50 1905.50 709.30
96.20 446.10
74.50
5.60
Max
0.00 1882.50 2513.80 5267.20 14493.80 50829.20 5207.60 2518.50 193.20 5387.00 117.20
23.30 50829.20
Min
0.00
0.00
49.00
96.50 1587.70 1284.50 388.40 119.70
15.70
45.30
25.70
0.00
0.00
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------