Arid Zone Research ›› 2022, Vol. 39 ›› Issue (4): 1102-1111.doi: 10.13866/j.azr.2022.04.11
• Water Resources and Utilization • Previous Articles Next Articles
LU Fangyuan1,2(),JIA Debin1,2(),GAO Ruizhong1,2,SU Wenxu1,2,ZHAO Hang1,2,YANG Li’na1,2
Received:
2021-10-14
Revised:
2022-03-05
Online:
2022-07-15
Published:
2022-09-26
Contact:
Debin JIA
E-mail:892714610@qq.com;jiadb@263.net
LU Fangyuan,JIA Debin,GAO Ruizhong,SU Wenxu,ZHAO Hang,YANG Li’na. Dynamic simulation and carrying capacity analysis of a water resource system in Kubuqi Desert[J].Arid Zone Research, 2022, 39(4): 1102-1111.
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Tab. 1
Main parameters and equations in the SD model"
变量 | 单位 | 方程 |
---|---|---|
人口 | 104人 | 人口=INTEG(人口增长量,人口初始值) |
人口增长量 | 104人 | 人口增长量=人口×人口增长率/1000 |
工业产值 | 108元 | 工业产值=INTEG(工业产值增长量,工业产值初始值) |
工业用水量 | 108 m3 | 工业用水量=工业产值×单位工业产值耗水量/1000 |
灌溉面积 | hm2 | 灌溉面积=INTEG(灌溉面积增长量,灌溉面积初始值) |
种植业用水量 | 108 m3 | 种植业用水量=灌溉面积×亩均灌溉定额/1000 |
缺水系数 | % | 缺水系数=需水量/供水量×100% |
水污染比 | % | 水污染比=污水排放量/总需水量 |
Tab. 3
Simulation and simulation load-bearing state values in conventional development mode"
地区 | 供水总量/108 m3 | 需水总量/108 m3 | 缺水系数 | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
2019年 | 2025年 | 2035年 | 2019年 | 2025年 | 2035年 | 2019年 | 2025年 | 2035年 | |||
达拉特旗 | 3.93 | 3.93 | 3.93 | 4.41 | 4.78 | 5.59 | 1.12 | 1.21 | 1.42 | ||
准格尔旗 | 1.60 | 1.60 | 1.60 | 1.61 | 1.73 | 2.23 | 1 | 1.08 | 1.39 | ||
杭锦旗 | 2.96 | 2.96 | 2.96 | 3.16 | 3.43 | 4.08 | 1.06 | 1.15 | 1.37 | ||
库布齐沙漠 | 8.39 | 8.39 | 8.39 | 9.18 | 9.94 | 11.90 | 1.09 | 1.18 | 1.41 |
Tab. 4
Regional water use scenarios and parameter adjustments in the Kubuqi Desert"
情景参数 | 情景方案 | 达拉特旗 | 杭锦旗 | 准格尔旗 | |||||
---|---|---|---|---|---|---|---|---|---|
2025年 | 2035年 | 2025年 | 2035年 | 2025年 | 2035年 | ||||
城镇生活需水定额/(L·人-1·d-1) | 135 | 150 | 135 | 150 | 135 | 150 | |||
农村生活需水定额/(L·人-1·d-1) | 60 | 80 | 60 | 80 | 60 | 80 | |||
滴灌普及率/% | S1 | 18 | 18 | 18 | 18 | 18 | 18 | ||
S2 | 25 | 25 | 25 | 25 | 25 | 25 | |||
S3 | 25 | 50 | 25 | 50 | 25 | 50 | |||
S4 | 50 | 75 | 50 | 75 | 50 | 75 |
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