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1.By the test of the imitated rain, the article researches some rainfall runoff features of the plain area which the slope is less than 3‰, the changing regulation of runoff coefficient under the steady rainfall condition, puts forward the calculation principle of the rainfall runoff this area by using the maximum runoff coefficient method and makes a calculation of the runoff for the process of rainstorm under the unsteady or natural condition.
利用仿雨试验,研究地面坡度小于3‰的平原区降雨产流的特征,稳定降雨条件下径流系数的变化规律,提出了“最大径流系数法”对平原降雨产流的计算原理,对非稳定及天然条件下的暴雨过程进行了径流计算。收藏指正
2.(2)In the condition of same soil profile moisture it was the linear regression relationship between the runoff coefficient and the rain strength.
(2)在相同土壤剖面含水状态条件下,相同降雨时段内,径流系数γ与降雨强度i呈线性关系,径流系数γ随着降雨强度i的增大而增大;收藏指正
3.The isotope EPM model calculation indicates that the hidden karst water system in the strong runoff zone has a natural recharge rate of 87.55 mm/a, a storage capacity of 9.62 billion m3/a and a mean storage coefficient of 0.029. The above-mentioned results are in the main in agreement with the results of hydrogeological exploration.
同位素EPM模型计算表明,强径流带内隐伏岩溶水系统天然补给量为87.55mm/a,储存量为9.62×109m3/a,平均储水系数为0.029。 以上结论均与水文地质勘探结果基本吻合。收藏指正
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