Basic HTML Version
483
500
600
700
Flow ? CMS
Flow of Khwae Noi River (K.10)
at Ban Lum Sum
Water Year 2011
200
300
400
0
100
1
6
11
16
21
26
31
36
41
46
51
56
61
66
71
76
81
86
91
96
101
106
111
116
121
126
131
136
141
146
151
156
161
166
171
176
181
186
191
196
201
206
211
216
221
226
231
236
241
246
251
256
261
266
271
276
281
286
291
296
301
306
311
316
321
326
331
336
341
346
351
356
361
MAR
FEB
JAN
NOV
DEC
OCT
SEP
APR
MAY
JUN
JUL
AUG
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
--------------
1
117.80
111.40
105.80
87.80
395.00
441.00
178.56
128.20
199.47
221.26
127.40
248.34
2
106.60
93.17
94.70
80.13
617.18
455.71
207.31
122.60
197.73
217.77
117.80
242.71
3
129.00
93.93
96.23
79.37
577.28
439.00
197.73
126.60
202.96
227.69
114.60
253.03
4
86.27
123.40
90.87
74.77
482.50
444.00
226.75
123.40
194.24
311.22
120.20
223.94
5
137.83
95.47
88.57
77.07
487.86
301.83
215.16
147.00
190.76
285.88
114.60
269.92
6
125.00
66.33
97.00
89.33
501.79
281.18
223.94
181.17
212.54
307.46
109.00
259.60
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Discharge in Cubic Meter per Second , Water Year April 1, 2011 to March 31, 2012
7
113.00
73.23
113.00
80.13
485.71
276.49
229.57
158.67
213.41
316.85
200.34
232.38
8
126.60
62.50
99.40
76.30
492.14
296.20
314.03
190.76
213.41
319.66
252.09
260.54
9
102.60
62.50
93.17
101.80
478.21
317.78
469.64
217.77
193.37
154.50
265.23
253.97
10
104.20
88.57
90.10
103.40
500.71
323.42
344.06
210.80
200.34
146.17
276.49
249.28
11
111.40
118.60
87.80
97.80
514.64
328.11
374.00
215.16
190.76
123.40
283.06
257.72
12
137.00
129.80
84.73
108.20
522.20
366.00
394.00
228.63
194.24
125.00
291.51
241.77
13
133.00
118.60
89.33
117.80
488.93
460.00
380.00
209.93
206.44
137.00
238.95
231.45
14
113.80
121.00
96.23
130.60
465.36
389.00
289.63
192.50
210.80
109.80
253.97
251.15
15
133 80
100 20
70 93
171 59
480 36
407 00
271 80
217 77
202 96
116 20
252 09
264 29
.
.
.
.
.
.
.
.
.
.
.
.
16
137.83
109.00
73.23
194.24
454.64
462.14
267.11
168.10
193.37
127.40
250.22
299.95
17
141.17
117.00
91.63
194.24
484.64
455.71
274.62
196.86
196.86
121.80
261.48
319.66
18
138.67
101.00
112.20
215.16
499.64
460.00
326.23
202.96
211.67
125.00
257.72
299.02
19
157.00
102.60
127.40
222.13
470.71
342.18
329.98
194.24
165.49
146.17
261.48
284.00
20
106.60
102.60
110.60
190.76
465.36
403.00
330.92
204.70
209.06
128.20
231.45
284.94
21
119.40
101.00
101.00
211.67
475.00
434.00
278.37
180.30
211.67
131.40
237.08
294.32
22
113.80
95.47
87.80
344.06
472.86
420.00
219.51
199.47
202.96
124.20
266.17
259.60
23
115.40
85.50
87.03
358.00
473.93
442.00
230.51
213.41
202.09
110.60
244.58
268.05
24
104.20
116.20
80.90
330.92
455.71
441.00
253.97
199.47
196.86
134.60
254.91
264.29
25
116.20
66.33
76.30
258.66
434.00
440.00
228.63
201.21
195.99
127.40
258.66
284.00
26
105.80
57.90
67.10
282.12
472.86
343.12
246.46
201.21
208.19
111.40
254.91
302.77
27
116.20
108.20
68.63
264.29
452.50
355.00
208.19
188.14
191.63
110.60
231.45
288.69
28
90.87
99.40
125.00
255.85
427.00
405.00
238.02
199.47
209.06
121.00
257.72
313.09
29
122.60
112.20
138.67
260.54
263.35
288.69
221.26
205.57
195.11
116.20
238.95
301.83
30
114.60
81.67
104.20
237.08
344.06
211.67
220.39
186.40
198.60
114.60
314.97
31
105.00
255.85
457.86
188.14
173.33
109.80
315.91
----------
--------------
Total
3578 24
3019 77
2849 55
5551 66 14593 99 11430 23
8378 49
5612 47
6185 31
5080 23
6524 11
8435 18 81239 29 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
119.27
97.41
94.98
179.09
470.77
381.01
270.27
187.08
199.53
163.88
224.97
272.10
221.97 CMS
Max
157.00
129.80
138.67
358.00
617.18
462.14
469.64
228.63
213.41
319.66
291.51
319.66
617.18 CMS
Min
86.27
57.90
67.10
74.77
263.35
211.67
178.56
122.60
165.49
109.80
109.00
223.94
57.90 CMS
Runoff
309.16
260.91
246.20
479.66
1260.92
987.57
723.90
484.92
534.42
438.93
563.68
728.80
7019.08 MCM
644.98 CMS. at 37.61 m. (MSL.) at 20.00 Hours , on Aug 2 , 2011
Runoff Yield
31.67
92.035
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak