滴灌双点源土壤水分入渗特性数值模拟研究
S275.6; 为了研究双点源滴灌条件下土壤水分运动规律,为滴灌多点源系统的合理设计提供理论依据,基于非饱和土壤水分入渗理论和双点源滴灌条件下土壤水分分布特征,建立了滴灌条件下双点源土壤水分入渗数值模型,利用流体建模有限元分析软件HYDRUS-3D对数值模型进行了运算.将湿润区内土壤含水率运算与实测结果进行对比可得:实测与模拟值一致性较好,均遵循滴灌点源入渗土壤水分运动和双点源交汇湿润体的演变规律.用所建模型对一定灌水技术要素下的土壤湿润体水分分布状况进行数值模拟,结果表明:当q=1.2 L/h,滴头间距为30 cm时,湿润锋交汇时间为268 min.灌水时间增加,交汇区土壤含水率增大,最大值...
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| Published in | 节水灌溉 no. 1; pp. 33 - 38 |
|---|---|
| Main Authors | , |
| Format | Journal Article |
| Language | Chinese |
| Published |
甘肃天水市水务局,甘肃天水741000%甘肃省水利水电勘测设计研究院,兰州730000
10.01.2021
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| Subjects | |
| Online Access | Get full text |
| ISSN | 1007-4929 |
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| Abstract | S275.6; 为了研究双点源滴灌条件下土壤水分运动规律,为滴灌多点源系统的合理设计提供理论依据,基于非饱和土壤水分入渗理论和双点源滴灌条件下土壤水分分布特征,建立了滴灌条件下双点源土壤水分入渗数值模型,利用流体建模有限元分析软件HYDRUS-3D对数值模型进行了运算.将湿润区内土壤含水率运算与实测结果进行对比可得:实测与模拟值一致性较好,均遵循滴灌点源入渗土壤水分运动和双点源交汇湿润体的演变规律.用所建模型对一定灌水技术要素下的土壤湿润体水分分布状况进行数值模拟,结果表明:当q=1.2 L/h,滴头间距为30 cm时,湿润锋交汇时间为268 min.灌水时间增加,交汇区土壤含水率增大,最大值为0.32 cm3/cm3.远离滴头的湿润区内土壤等值线图融合为一条曲线,随着时间的推移,曲线向下移动,形状从屋脊形过渡为水平.当灌水时间相同时,湿润锋运移速率、湿润体剖面面积、滴头附近高含水区土壤湿润体体积及湿润体内相同位置处土壤含水率均随流量增大而变大.结论滴头流量、灌水时间对双点源滴灌土壤水分入渗有一定影响,土壤水分入渗数值模拟能较准确反映双点源入渗条件下土壤水分运动规律. |
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| AbstractList | S275.6; 为了研究双点源滴灌条件下土壤水分运动规律,为滴灌多点源系统的合理设计提供理论依据,基于非饱和土壤水分入渗理论和双点源滴灌条件下土壤水分分布特征,建立了滴灌条件下双点源土壤水分入渗数值模型,利用流体建模有限元分析软件HYDRUS-3D对数值模型进行了运算.将湿润区内土壤含水率运算与实测结果进行对比可得:实测与模拟值一致性较好,均遵循滴灌点源入渗土壤水分运动和双点源交汇湿润体的演变规律.用所建模型对一定灌水技术要素下的土壤湿润体水分分布状况进行数值模拟,结果表明:当q=1.2 L/h,滴头间距为30 cm时,湿润锋交汇时间为268 min.灌水时间增加,交汇区土壤含水率增大,最大值为0.32 cm3/cm3.远离滴头的湿润区内土壤等值线图融合为一条曲线,随着时间的推移,曲线向下移动,形状从屋脊形过渡为水平.当灌水时间相同时,湿润锋运移速率、湿润体剖面面积、滴头附近高含水区土壤湿润体体积及湿润体内相同位置处土壤含水率均随流量增大而变大.结论滴头流量、灌水时间对双点源滴灌土壤水分入渗有一定影响,土壤水分入渗数值模拟能较准确反映双点源入渗条件下土壤水分运动规律. |
| Author | 蒋存仁 李耀刚 |
| AuthorAffiliation | 甘肃天水市水务局,甘肃天水741000%甘肃省水利水电勘测设计研究院,兰州730000 |
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| Author_FL | LI Yao-gang JIANG Cun-ren |
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| Title | 滴灌双点源土壤水分入渗特性数值模拟研究 |
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