RID Computer Center, Processing : 10-AUG-2015 10:32:12.53 LQS/LQS02D/12 Station - Ban Kariang, Tha Yang, Phetchaburi, B.8A, (B.8A) Royal Irrigation Department Stream - Huai Phak Thailand River - Phetchaburi Hydrology Division River System - Phetchaburi River 1.39600 QS = 1.8920 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 0.6 0.2 0.3 0.7 0.0 0.0 0.0 0.3 0.1 0.0 0.0 0.0 2 12.2 0.2 0.3 0.4 0.0 0.0 0.0 0.3 0.1 0.0 0.0 0.0 3 12.2 0.2 0.3 0.1 0.0 0.0 0.0 0.3 0.1 0.0 0.0 0.0 4 0.4 0.2 0.3 0.0 0.0 0.0 0.0 0.5 0.1 0.0 0.0 0.0 5 0.2 0.2 0.3 0.0 0.0 0.0 0.0 2.3 0.1 0.0 0.0 0.0 6 0.1 0.2 0.3 0.0 0.0 0.0 0.0 1.7 0.1 0.0 0.0 0.0 7 0.1 0.3 0.3 0.0 0.0 0.0 7.3 0.9 0.0 0.0 0.0 0.0 8 0.1 0.2 0.3 0.0 0.0 0.0 126.6 0.7 0.0 0.0 0.0 0.0 9 0.0 0.2 0.3 0.0 0.0 0.0 40.6 0.6 0.0 0.0 0.0 0.0 10 0.0 0.3 0.2 0.0 0.0 0.0 9.0 0.5 0.0 0.0 0.0 0.0 11 0.3 0.3 0.2 0.0 0.0 0.0 3.6 0.5 0.0 0.0 0.0 0.0 12 0.3 0.3 0.2 0.0 0.0 0.0 1.8 0.4 0.0 0.0 0.0 0.0 13 0.3 0.3 0.2 0.0 0.0 0.0 1.2 0.3 0.0 0.0 0.0 0.0 14 0.3 0.3 0.3 0.0 0.0 0.0 0.7 0.3 0.0 0.0 0.0 0.0 15 0.3 0.3 0.9 0.0 0.0 0.0 0.6 0.3 0.0 0.0 0.0 0.0 16 0.3 0.3 1.4 0.0 0.0 0.0 0.5 0.3 0.0 0.0 0.0 0.0 17 0.3 0.3 1.6 0.0 0.0 0.0 0.5 0.3 0.0 0.0 0.0 0.0 18 0.3 0.3 1.8 0.0 0.0 0.0 0.4 0.3 0.0 0.0 0.0 0.0 19 0.3 0.2 2.0 0.0 0.0 0.0 0.4 0.3 0.0 0.0 0.0 0.0 20 0.3 0.2 2.5 0.0 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 21 0.0 0.2 2.2 0.0 0.0 0.0 0.4 0.3 0.0 0.0 0.0 0.0 22 0.0 0.2 1.9 0.0 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 23 0.0 0.2 1.7 0.0 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 24 0.0 0.2 1.5 0.0 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 25 0.1 0.2 1.3 0.0 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 26 0.0 0.3 1.0 0.0 0.0 0.0 0.3 0.2 0.0 0.0 0.0 0.0 27 0.0 0.3 1.0 0.0 0.1 0.0 0.3 0.1 0.0 0.0 0.0 0.0 28 0.0 0.3 0.8 0.0 0.0 0.0 0.3 0.1 0.0 0.0 0.0 0.0 29 0.0 0.3 0.8 0.0 0.0 0.0 0.3 0.1 0.0 0.0 0.0 30 0.3 0.3 0.8 0.0 0.0 0.0 0.3 0.1 0.0 0.0 0.0 31 0.3 0.0 0.0 0.3 0.0 0.0 0.0 ---- ------------------------------------------------------------------------------------------------------------ --------- Total 29.3 7.8 27.0 1.2 0.1 0.0 196.9 13.5 0.6 0.0 0.0 0.0 276.4 Ton Mean 1.0 0.3 0.9 0.0 0.0 0.0 6.4 0.5 0.0 0.0 0.0 0.0 Max 12.2 0.3 2.5 0.7 0.1 0.0 126.6 2.3 0.1 0.0 0.0 0.0 126.6 Min 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0