Analysis of bed-building discharge in the middle and lower Ba River

Hong-yun Xun, B. Wei, Chuan Yang, J. Zhao
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Abstract

By using the H.ň.Mаккавеев Method, Return Period Method, Bankfull Discharge Method and the Effective Sediment Transport Discharge Method to the hydrological data of Ba River, the bed-building discharge has been calculated and made as flow conditions of river model experiment. Finally, it was applied to the model experiment about Ba River and the results was compared with the one of balance riverbed from the normal river model experiment made by Northwest Water Conservancy Science Research Institute in 2001. The result shows that 6 years working life of the reservoir of Ba-river No.B rubber dam being regime channel is agreed with that of the prototype. It indicates furthermore that the bed-building discharge used in this river model experiment is correct, and the H.ň.Mаккавеев Method, Return Period Method, the LuoMinxun formula of Bankfull Discharge Method has a better applicability to calculate bed-building discharge for Ba River.
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巴河中下游造床流量分析
通过使用h。利用Mаккавеев法、回归期法、堤岸流量法和有效输沙流量法对灞河水文资料进行了计算,并将筑床流量作为河流模型试验的流量条件。最后,将其应用于巴河模型试验,并与2001年西北水利科学研究院正常河流模型试验的平衡河床模型试验结果进行了比较。结果表明,巴河1号水库的工作寿命为6年。B型橡胶坝为型态沟道,与原型吻合。进一步说明了该河流模型试验中采用的造床流量是正确的。Mаккавеев法、回归期法、堤岸流量法中的骆民勋公式对灞河建床流量的计算具有较好的适用性。
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