Index | Jan | Feb | Mar | Apr | May | Jun | Jul | Aug | Sep | Oct | Nov | Dec | Average |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
COD effluent concentration | 347 | 358 | 388 | 410 | 401 | 329 | 337 | 420 | 360 | 372 | 380 | 313 | 368 |
NH3-N effluent concentration | 29.4 | 27.8 | 36.6 | 26.3 | 28.7 | 25.8 | 28.4 | 33.5 | 29 | 32.5 | 34.7 | 37.1 | 30.8 |
TP effluent concentration | 1.7 | 1.8 | 2.3 | 2 | 1.6 | 2.7 | 2.8 | 1.8 | 2.5 | 2.1 | 2.3 | 1.5 | 2.1 |
TN effluent concentration | 50.7 | 41.1 | 37.2 | 34.6 | 35.6 | 53.3 | 50.5 | 42.4 | 48 | 47 | 38.5 | 45.4 | 43.7 |
Effluent colority | 80 | 50 | 60 | 50 | 60 | 50 | 60 | 60 | 70 | 50 | 70 | 60 | 60 |
Unit product water consumption | 213.7 | 279.3 | 203.5 | 219.7 | 243.2 | 199.3 | 195.5 | 286.5 | 217.8 | 225.4 | 268.6 | 190.8 | 228.6 |
Unit product wastewater discharge | 161.1 | 150.6 | 140.8 | 205.6 | 198.5 | 133.7 | 173.6 | 224.2 | 139.5 | 193.4 | 152.4 | 183.3 | 171.4 |
Wastewater treatment cost per ton | 1.12 | 0.8 | 0.91 | 1.04 | 1.59 | 1.16 | 1.25 | 1.06 | 1.21 | 1.37 | 1.17 | 1.23 | 1.16 |
Operating load of sewage treatment | 72 | 54 | 57 | 63 | 46 | 81 | 54 | 72 | 59 | 48 | 65 | 48 | 60 |
Recycling rate of industrial water | 20 | 32 | 27 | 23 | 36 | 16 | 31 | 23 | 24 | 30 | 22 | 17 | 25 |
Reuse rate of tail water | 63 | 56 | 89 | 82 | 64 | 73 | 58 | 61 | 78 | 82 | 69 | 64 | 70 |
Stability compliance rate of wastewater treatment | 98.8 | 99 | 98.4 | 99.2 | 99.4 | 98.6 | 98.9 | 98.9 | 99.3 | 98.8 | 98.5 | 99.1 | 98.9 |