Basic HTML Version
379
600
700
800
Flow ‐ CMS
Flow of Nan River (N.60)
at Ban Hat Song Khwae
Water Year 2012
200
300
400
500
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
285.90
415.60
539.80
453.40
213.60
251.90
111.50
372.60
440.80
352.20
439.00
235.05
2
221.85
419.20
424.60
406.60
179.80
191.00
138.50
406.60
435.40
385.00
455.20
265.50
3
383.20
417.40
376.00
446.20
154.20
179.80
152.60
338.60
383.20
502.00
449.80
274.00
4
399.40
419.20
367.50
471.40
178.20
258.70
167.00
235.05
430.00
588.40
446.20
280.80
5
394.00
437.20
376.00
487.60
165.40
330.10
159.00
125.00
421.00
606.40
415.60
255.30
6
399.40
431.80
364.10
412.00
179.80
263.80
146.20
183.00
395.80
615.40
397.60
279.10
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Discharge in Cubic Meter per Second , Water Year April 1, 2012 to March 31, 2013
7
394.00
466.00
347.10
359.00
230.10
248.50
120.50
192.60
419.20
509.20
408.40
287.60
8
433.60
552.40
364.10
352.20
195.80
277.40
128.00
202.20
410.20
433.60
421.00
280.80
9
449.80
545.20
426.40
385.00
184.60
435.40
117.50
195.80
397.60
401.20
403.00
257.00
10
606.40
574.00
505.60
359.00
200.60
668.70
95.00
195.80
372.60
399.40
388.60
211.95
11
622.60
491.20
435.40
338.60
302.90
613.60
84.50
176.60
374.30
451.60
374.30
199.00
12
626.20
462.40
561.40
319.90
301.20
404.80
81.60
163.80
397.60
453.40
353.90
236.70
13
520.00
417.40
581.20
246.80
258.70
304.60
73.20
279.10
410.20
462.40
359.00
226.80
14
360.70
395.80
521.80
208.65
262.10
251.90
71.80
275.70
392.20
412.00
359.00
218.55
15
321 60
376 00
325 00
231 75
263 80
263 80
63 40
277 40
412 00
449 80
353 90
236 70
.
.
.
.
.
.
.
.
.
.
.
.
16
377.80
353.90
280.80
215.25
238.35
258.70
70.40
285.90
401.20
439.00
353.90
228.45
17
457.00
353.90
306.30
210.30
243.40
245.10
59.20
284.20
376.00
460.60
348.80
231.75
18
588.40
350.50
313.10
207.00
216.90
184.60
62.00
277.40
379.60
457.00
325.00
215.25
19
606.40
453.40
318.20
210.30
255.30
147.80
59.20
240.00
408.40
457.00
330.10
202.20
20
498.40
500.20
464.20
211.95
154.20
126.50
62.00
352.20
401.20
458.80
328.40
215.25
21
355.60
430.00
487.60
205.40
155.80
181.40
77.40
360.70
408.40
435.40
360.70
197.40
22
316.50
419.20
493.00
205.40
143.00
147.80
83.00
388.60
417.40
451.60
333.50
192.60
23
304.60
370.90
498.40
192.60
146.20
141.50
84.50
379.60
412.00
458.80
383.20
207.00
24
299.50
362.40
475.00
223.50
147.80
117.50
73.20
386.80
403.00
466.00
388.60
203.80
25
306.30
377.80
502.00
274.00
171.80
122.00
76.00
388.60
428.20
462.40
397.60
223.50
26
325.00
419.20
494.80
311.40
225.15
113.00
78.80
365.80
435.40
446.20
426.40
233.40
27
325.00
588.40
511.00
309.70
362.40
122.00
78.80
394.00
437.20
476.80
374.30
236.70
28
323.30
520.00
493.00
285.90
345.40
199.00
78.80
426.40
440.80
408.40
372.60
197.40
29
330.10
505.60
494.80
248.50
348.80
160.60
93.50
428.20
424.60
417.40
208.65
30
326.70
525.40
467.80
238.35
347.10
141.50
78.80
440.80
426.40
460.60
194.20
31
593.80
225.15
338.60
328.40
399.40
439.00
184.60
----------
--------------
Total
12159 25 13945 40 13116 00
9252 80
7111 00
7353 00
3154 30
9019 05 12691 30 14217 00 10747 60
7117 00 119883 70 CMSDAY
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.
.
.
.
.
.
.
.
.
.
.
.
.
Mean
405.31
449.85
437.20
298.48
229.39
245.10
101.75
300.63
409.40
458.61
383.84
229.58
328.45 CMS
Max
626.20
593.80
581.20
487.60
362.40
668.70
328.40
440.80
440.80
615.40
455.20
287.60
668.70 CMS
Min
221.85
350.50
280.80
192.60
143.00
113.00
59.20
125.00
372.60
352.20
325.00
184.60
59.20 CMS
Runoff
1050.56
1204.88
1133.22
799.44
614.39
635.30
272.53
779.25
1096.53
1228.35
928.59
614.91 10357.95 MCM
681.65 CMS. at 52.69 m. (MSL.) at 12.00 Hours , on Sep 10 , 2012
Runoff Yield
17.80
36.952
Momentary Peak Yield
Liters/Second/Square KM.
Liters/Second/Square KM.
Momentary Peak