RID Computer Center, Processing : 10-AUG-2015 10:36:37.63 LQS/LQS02D/12 Station - Ban Kui Mang, Thong Pha Phum, Kanchanaburi, (K.60) Royal Irrigation Department Stream - Huai Kui Mang Thailand River - Khwae Noi Hydrology Division River System - Mae Klong 1.38100 QS = 3.9880 QW Water Year - 2014 Suspended Sediment, in Tons per Day, Water Year April 1, 2014 to March 31, 2015 Date Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Annual ---- ------------------------------------------------------------------------------------------------------------ --------- 1 1.1 0.8 2.4 1.0 5.4 3.8 8.7 3.8 1.5 0.6 0.2 0.0 2 1.1 0.8 2.2 1.0 4.6 3.8 19.2 3.8 1.3 0.6 0.2 0.0 3 1.1 0.8 1.5 0.9 14.1 14.8 25.2 4.6 1.3 0.6 0.2 0.0 4 1.1 0.8 1.1 0.9 31.0 8.2 14.8 4.2 1.3 0.6 0.1 0.0 5 1.5 0.8 1.1 0.9 11.6 7.6 9.8 4.2 1.1 0.6 0.1 0.0 6 1.7 0.8 1.1 0.9 7.6 5.4 6.3 3.8 1.1 0.6 0.1 0.0 7 1.7 1.1 1.0 0.9 9.3 5.0 6.3 3.4 1.1 0.6 0.1 0.0 8 1.5 1.0 1.0 1.1 15.5 4.6 5.9 3.4 1.1 0.6 0.1 0.0 9 1.5 0.9 1.0 2.7 21.6 4.6 5.9 3.2 1.1 0.6 0.1 0.1 10 1.3 0.8 1.0 3.8 13.4 8.7 5.4 3.2 1.0 0.8 0.1 0.1 11 1.3 0.8 1.1 6.7 7.2 14.8 5.4 2.9 1.0 0.8 0.0 0.0 12 1.3 0.8 1.1 4.6 16.9 11.6 5.0 2.9 1.0 0.8 0.0 0.0 13 2.4 0.6 1.1 3.8 9.8 10.4 5.0 2.9 1.0 0.8 0.0 0.0 14 2.2 0.6 1.1 3.2 6.7 8.2 4.6 2.7 0.9 0.8 0.0 0.0 15 6.7 0.5 1.1 2.9 7.6 7.6 4.6 2.7 0.9 0.8 0.0 0.0 16 3.2 0.5 1.1 5.0 7.6 7.2 4.2 2.4 0.9 0.6 0.0 0.0 17 1.7 0.5 3.2 4.2 7.2 6.7 3.8 2.4 0.9 0.6 0.0 0.0 18 1.5 0.5 2.9 3.4 6.3 6.7 4.6 2.4 0.9 0.6 0.0 0.0 19 1.5 0.5 2.4 3.4 5.0 5.9 4.2 2.4 0.9 0.5 0.0 0.0 20 1.3 0.5 1.7 5.0 4.6 5.4 4.2 2.4 0.9 0.5 0.0 0.0 21 1.3 0.4 1.5 4.2 5.4 5.4 5.4 2.2 0.9 0.5 0.0 0.0 22 1.1 0.4 1.1 3.8 7.2 5.0 5.0 2.2 0.9 0.4 0.0 0.1 23 1.1 0.4 1.1 3.8 4.6 5.4 4.6 2.2 0.9 0.4 0.0 0.1 24 1.1 0.4 1.1 3.8 4.2 5.9 4.6 2.2 0.8 0.4 0.0 0.0 25 1.3 0.4 1.1 5.0 3.8 6.3 4.2 2.2 0.8 0.3 0.0 0.0 26 1.0 0.4 1.1 3.4 3.4 6.3 4.2 2.0 0.8 0.3 0.0 0.0 27 0.9 0.3 2.0 8.2 3.4 5.9 3.8 2.0 0.8 0.3 0.0 0.0 28 0.9 0.3 1.7 9.3 3.4 5.4 3.4 2.0 0.8 0.2 0.0 0.0 29 0.9 0.3 1.5 7.2 3.4 5.0 3.4 1.7 0.8 0.2 0.0 30 0.9 0.3 1.5 5.0 3.4 5.0 4.2 1.7 0.8 0.2 0.0 31 0.3 5.9 3.4 4.6 0.8 0.2 0.0 ---- ------------------------------------------------------------------------------------------------------------ --------- Total 47.2 18.3 43.9 115.9 258.6 206.6 200.5 84.1 30.3 16.4 1.3 0.4 1023.5 Ton Mean 1.6 0.6 1.5 3.7 8.3 6.9 6.5 2.8 1.0 0.5 0.0 0.0 Max 6.7 1.1 3.2 9.3 31.0 14.8 25.2 4.6 1.5 0.8 0.2 0.1 31.0 Min 0.9 0.3 1.0 0.9 3.4 3.8 3.4 1.7 0.8 0.2 0.0 0.0 0.0