灌区 | 年份 | 输水渠道工程/km | 节水工程及占比/万hm2 | 水利用系数 | 监测 流量/(m3/s) | ||||||
总长度 | 防渗长 | 防渗率/% | 渠系水利用系数 | 总灌 面积 | 节灌面积 | 节灌率/% | 田间水 | 灌溉水 | |||
达坂城区 | 2020 | 496.5 | 240.8 | 48.5 | 0.5680 | 0.843 | 0.063 | 7.5 | 0.9000 | 0.5112 | 17.9683 |
2021 | 496.5 | 285.7 | 57.5 | 0.5783 | 0.643 | 0.224 | 34.8 | 0.9200 | 0.5320 | 17.9683 | |
2025 | 496.5 | 330.5 | 66.6 | 0.6244 | 0.610 | 0.272 | 44.6 | 0.9300 | 0.5807 | 17.9683 | |
2030 | 496.5 | 369.3 | 74.4 | 0.6595 | 0.577 | 0.300 | 52.0 | 0.9500 | 0.6265 | 17.9683 | |
托克逊区 | 2020 | 666.0 | 273.0 | 41.0 | 0.5012 | 2.108 | 0.143 | 6.8 | 0.9260 | 0.4641 | 7.3818 |
2021 | 666.0 | 358.0 | 53.8 | 0.5211 | 1.755 | 0.187 | 10.6 | 0.9285 | 0.4838 | 7.3818 | |
2025 | 666.0 | 428.0 | 64.3 | 0.6200 | 1.636 | 0.969 | 59.3 | 0.9350 | 0.5797 | 7.3818 | |
2030 | 666.0 | 461.0 | 69.2 | 0.6500 | 1.539 | 1.016 | 66.0 | 0.9500 | 0.6175 | 7.3818 | |
测流加权平均 | 2020 | 1162.5 | 513.8 | 44.2 | 0.5486 | 2.951 | 0.206 | 7.0 | 0.9076 | 0.4975 | 25.3501 |
2021 | 1162.5 | 643.7 | 55.4 | 0.5616 | 2.398 | 0.411 | 17.1 | 0.9225 | 0.5180 | 25.3501 | |
2025 | 1162.5 | 758.5 | 65.2 | 0.6231 | 2.246 | 1.241 | 55.3 | 0.9315 | 0.5804 | 25.3501 | |
2030 | 1162.5 | 830.3 | 71.4 | 0.6567 | 2.116 | 1.316 | 62.2 | 0.9500 | 0.6239 | 25.3501 |