| 渠道平均流量计算公式探讨 |
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| 引用本文： | 白美健,谢崇宝,许迪,蔡林根,贾增辉.渠道平均流量计算公式探讨[J].灌溉排水学报,2000,19(4):22-24,29. |
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| 作者姓名： | 白美健 谢崇宝 许迪 蔡林根 贾增辉 |
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| 作者单位： | 1. 中国水利水电科学研究院,北京,100044
2. 山东簸箕李引黄灌溉管理局,山东,251700 |
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| 基金项目： | 中国 -欧共体合作项目!“黄河流域节水策略研究”(ERBIC18CT970 170 ) |
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| 摘 要： | 提出流经配水渠道的平均流量应与各配水口在渠道上的分布及其所控制的面积有关 ,并推导了他们之间的关系。采用簸箕李灌区的实际资料 ,比较了计算结果 ,验证了上述结论的合理性。
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| 关 键 词： | 灌区 配水渠道 平均流量 配水口 |
| 修稿时间： | 2000-09-05 |
Calculating Average Flow Rate in Water Conveyance Canal |
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| BAI Mei-jian,XIE Chong-bao,XU Di,CAI Lin-gen,JIA Zheng-hui.Calculating Average Flow Rate in Water Conveyance Canal[J].Journal of Irrigation and Drainage,2000,19(4):22-24,29. |
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| Authors: | BAI Mei-jian XIE Chong-bao XU Di CAI Lin-gen JIA Zheng-hui |
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| Abstract: | Experiential formula =(Q in + Q out )/2 is widely used to determining average flow rate in estimate leakage along canal with uneven distribution of outlets. Average flow rate is correlative with position and service area of each outlets. The Factors affecting mean flow rate were analyzed and validated with an actual irrigation district case. |
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| Keywords: | average flow rate outlet water conveyance canal |
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