RID Computer Center, Processing : 4-SEP-2014 09:39:09.75 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 1.37500 QS = 1.9880 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 0.9 0.9 0.9 0.1 1.5 0.0 0.6 1.7 1.2 0.2 0.1 0.2 2 0.9 0.9 0.9 0.1 1.2 0.0 0.8 1.7 1.2 0.4 0.1 0.2 3 0.9 0.9 0.9 0.1 1.1 0.0 1.2 1.6 1.2 0.5 0.1 0.1 4 0.9 0.9 0.9 0.1 0.9 0.0 2.4 1.5 1.1 0.3 0.0 0.1 5 0.9 0.9 0.9 1.5 0.7 0.0 7.0 1.3 1.1 0.3 0.0 0.1 6 0.9 0.9 0.9 7.0 0.5 0.0 10.7 1.8 1.1 0.2 0.1 0.1 7 0.9 0.9 0.9 0.2 0.4 0.0 43.3 7.0 1.1 0.2 0.1 0.1 8 0.9 0.9 0.9 0.1 0.3 0.0 34.8 79.2 1.0 0.2 0.1 0.1 9 0.9 0.9 0.9 0.1 0.1 0.1 90.4 347.1 1.0 0.2 0.1 0.1 10 0.9 0.9 0.9 0.1 0.1 0.0 50.1 86.0 1.0 0.2 0.1 0.1 11 0.9 0.9 0.9 0.1 0.1 0.0 18.7 34.8 1.0 0.2 0.0 0.1 12 0.9 0.9 0.9 0.1 0.1 0.0 11.4 18.7 1.0 0.2 0.0 0.1 13 0.9 0.9 0.9 0.1 0.1 1.2 9.6 13.9 0.9 0.1 0.1 0.1 14 0.9 0.9 0.2 0.1 0.1 0.8 11.4 44.3 0.9 0.1 0.1 0.1 15 0.9 0.9 0.1 0.1 0.1 0.5 9.9 102.8 0.9 0.1 0.1 0.1 16 0.9 0.9 0.1 0.1 0.1 0.3 9.6 93.3 0.8 0.1 0.1 0.1 17 0.9 0.9 0.1 0.1 0.1 0.3 9.9 25.6 0.8 0.1 0.1 0.1 18 0.9 0.9 0.1 0.1 0.1 0.3 15.2 7.0 0.8 0.1 0.1 0.1 19 0.9 0.9 0.1 0.1 0.1 0.2 60.3 2.3 0.8 0.1 0.1 0.1 20 0.9 0.9 0.1 0.1 0.1 0.2 60.3 2.0 0.8 0.1 0.1 0.1 21 0.9 0.9 0.1 0.1 0.1 0.3 29.7 1.7 0.9 0.1 0.1 0.1 22 0.9 0.9 0.1 0.1 0.1 0.3 23.2 1.5 1.3 0.1 0.2 0.1 23 0.9 0.9 0.1 0.1 0.1 0.6 10.7 1.5 1.0 0.1 0.2 0.1 24 0.9 0.9 0.1 0.1 0.5 0.9 7.3 2.0 0.4 0.1 0.2 0.1 25 0.9 0.9 0.1 0.1 0.5 0.7 7.0 1.9 0.2 0.1 0.3 0.1 26 0.9 0.9 0.1 0.1 0.4 0.5 7.0 1.7 0.1 0.1 0.2 0.1 27 0.9 0.9 0.1 0.1 0.3 0.4 7.0 1.5 0.1 0.1 0.1 0.1 28 0.9 0.9 0.1 0.1 0.4 0.3 2.0 1.3 0.1 0.1 0.1 0.1 29 0.9 0.9 0.1 0.1 0.3 0.3 1.8 1.3 0.1 0.1 0.1 30 0.9 0.9 0.1 1.1 0.2 0.6 1.6 1.1 0.2 0.1 0.2 31 0.9 1.7 0.1 1.6 0.2 0.1 0.3 ---- ------------------------------------------------------------------------------------------------------------ --------- Total 27.0 27.9 13.5 14.1 10.8 8.8 556.5 889.1 24.3 5.0 3.0 3.6 1583.6 Ton Mean 0.9 0.9 0.5 0.5 0.3 0.3 18.0 29.6 0.8 0.2 0.1 0.1 Max 0.9 0.9 0.9 7.0 1.5 1.2 90.4 347.1 1.3 0.5 0.3 0.3 347.1 Min 0.9 0.9 0.1 0.1 0.1 0.0 0.6 1.1 0.1 0.1 0.0 0.1 0.0