RID Computer Center, Processing : 4-SEP-2014 09:42:38.87 LQS/LQS02D/12 Station - Ban Ung Thi, Thong Pha Phum, Kanchanaburi, (K.39) Royal Irrigation Department Stream - Huai Ung Thi Thailand River - Khwae Noi Hydrology Division River System - Mae Klong 1.54900 QS = 2.0070 QW Water Year - 2013 Suspended Sediment, in Tons per Day, Water Year April 1, 2013 to March 31, 2014 Date Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Annual ---- ------------------------------------------------------------------------------------------------------------ --------- 1 0.1 0.1 0.1 0.3 16.8 2.3 5.9 3.2 1.2 0.8 0.6 0.3 2 0.1 0.1 0.2 0.3 11.9 2.3 6.8 3.0 1.0 0.8 0.6 0.3 3 0.1 0.1 0.1 0.3 11.1 4.6 23.7 2.7 1.0 0.7 0.6 0.3 4 0.1 0.1 0.1 0.2 7.3 3.0 14.2 2.5 1.0 0.7 0.6 0.3 5 0.1 0.1 0.2 0.2 5.4 21.6 9.0 2.5 1.0 0.7 0.6 0.3 6 0.0 0.1 0.3 0.2 4.6 3.8 11.9 2.5 0.9 0.7 0.6 0.3 7 0.0 0.1 0.2 0.4 3.8 2.3 8.3 2.3 0.9 0.7 0.6 0.3 8 0.1 0.1 0.2 1.3 3.8 2.3 8.3 3.2 0.9 0.7 0.6 0.3 9 0.1 0.1 0.2 1.4 3.2 11.1 5.9 2.7 0.9 0.7 0.6 0.2 10 0.1 0.1 0.2 0.9 2.7 31.8 5.4 2.5 0.9 0.7 0.6 0.2 11 0.1 0.1 0.2 0.7 2.7 5.0 5.0 2.3 0.8 0.7 0.6 0.2 12 0.1 0.0 0.2 0.4 9.7 15.0 4.6 2.3 0.8 0.7 0.6 0.2 13 0.1 0.1 0.7 0.4 3.8 7.3 5.4 2.0 0.8 0.7 0.6 0.2 14 0.1 0.1 0.2 0.7 3.5 5.4 5.4 1.8 0.8 0.7 0.5 0.2 15 0.1 0.1 0.2 0.4 4.2 5.4 5.0 2.0 0.8 0.7 0.5 0.2 16 0.1 0.1 0.2 0.8 4.6 14.2 4.2 1.8 0.8 0.7 0.5 0.2 17 0.1 0.1 0.2 0.6 3.0 13.4 7.3 1.8 0.8 0.7 0.4 0.2 18 0.1 0.1 0.2 0.6 3.0 11.9 41.3 1.8 0.7 0.7 0.4 0.2 19 0.1 0.1 0.3 0.6 2.5 12.6 15.0 1.8 0.7 0.7 0.4 0.5 20 0.1 0.1 0.4 0.7 3.0 24.7 9.7 1.6 0.7 0.7 0.4 0.3 21 0.1 0.1 0.6 0.6 6.3 50.9 9.0 1.6 0.7 0.7 0.4 0.2 22 0.1 0.1 0.9 0.4 9.0 20.6 8.3 1.4 0.7 0.7 0.4 0.2 23 0.1 0.1 0.4 0.4 10.4 17.7 6.3 1.4 0.7 0.6 0.4 0.2 24 0.1 0.2 2.5 0.5 8.3 12.6 5.9 1.4 0.7 0.6 0.4 0.2 25 0.1 0.1 0.7 3.5 6.8 11.9 5.9 1.3 0.6 0.6 0.4 0.3 26 0.1 0.1 1.2 1.8 5.0 10.4 5.4 1.3 0.6 0.6 0.3 0.3 27 0.1 0.1 0.8 5.4 5.0 11.1 4.6 1.3 0.6 0.6 0.3 0.3 28 0.1 0.1 0.4 41.3 3.0 9.0 4.6 1.3 0.6 0.6 0.3 0.3 29 0.1 0.1 0.3 35.6 3.0 7.3 4.2 1.3 0.6 0.6 0.3 30 0.1 0.1 0.3 236.7 2.7 6.3 4.2 1.2 0.6 0.6 0.2 31 0.1 28.1 2.7 3.5 0.6 0.6 0.2 ---- ------------------------------------------------------------------------------------------------------------ --------- Total 2.8 3.1 12.7 365.7 172.8 357.8 264.2 59.8 24.4 21.0 13.8 7.9 1306.0 Ton Mean 0.1 0.1 0.4 11.8 5.6 11.9 8.5 2.0 0.8 0.7 0.5 0.3 Max 0.1 0.2 2.5 236.7 16.8 50.9 41.3 3.2 1.2 0.8 0.6 0.5 236.7 Min 0.0 0.0 0.1 0.2 2.5 2.3 3.5 1.2 0.6 0.6 0.3 0.2 0.0