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本文根据非稳定流公式法理论 ,利用在通辽地区 3处灌溉试验区 (胜利、庆和、丰田 )所做灌水入渗试验资料以及通辽地区降水入渗、潜水蒸发时段内地下水动态观测资料 ,来推求潜水变幅带给水度 μ ,并且把该方法、成果与灌溉入渗试验水均衡方法、成果分别进行了对比分析
Based on the theory of unsteady flow formula method, using the experimental data of irrigation infiltration made in three irrigation experimental areas (Shengli, Qinghe, Toyota) in Tongliao area and the groundwater observation data in precipitation and infiltration in Tongliao area Deduced the subduction amplitude water μ, and compared the method and result with the method and result of irrigation infiltration test water respectively