结合经验性参数趋势线、暴雨参数空间分布图与推理公式法确定无资料流域设计条件下最大清水洪峰流量和最大山洪洪峰流量。
According to the trend line formula of empirical and the chart of the spacial interpolation of hard rain parameter, maximum discharge of ungaged basins are confirm.
引用美国内布拉斯加洲劳布拉拉河河流实测资料对国外几家挟沙力公式进行验证，结果表明畅志达公式可靠性最强；
The formulas of foreign countries are verified by using the observed data of Laoburara River in Nebraska of the United States, showing Yang Zhida' s formula is the most reliable;
通过试验资料和理论分析验证了所推公式的合理性、正确性。
All the equations derived have been verified by experiments and theoretical analysis.
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