| 无分叉灌溉渠道系统非恒定流计算机模拟模型 |
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| 引用本文： | 魏占民.无分叉灌溉渠道系统非恒定流计算机模拟模型[J].内蒙古农业大学学报(自然科学版),1997(2). |
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| 作者姓名： | 魏占民 |
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| 作者单位： | 内蒙古农牧学院水利工程系!呼和浩特，010018 |
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| 摘 要： | 本文建立了一无分叉灌溉渠道系统非恒定流计算机模拟模型。渠道断面可以是规则的或不规则的；横向水工建筑物可以是水闸、堰，侧向水工建筑物可以是水闸、堰、水泵站，且可任意组合．该模型可用作渠道系统的设计，运行管理，自动化中水力计算的工具。
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| 关 键 词： | 渠道系统 非恒定流 模拟模型 |
UNSTEADY FLOWS SIMULATION MODEL FOR NON-BRANCHED IRRIGATION CANAL SYSTEM |
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| Wei Zhanmin.UNSTEADY FLOWS SIMULATION MODEL FOR NON-BRANCHED IRRIGATION CANAL SYSTEM[J].Journal of Inner Mongolia Agricultural University(Natural Science Edition),1997(2). |
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| Authors: | Wei Zhanmin |
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| Abstract: | Based on the numerical solution of complete Saint Venant Equations,anunsteady flow simulation model for non-branched canal system was developed in thispaper. The main features of the model include: 1). The cross section can be regular orirregular. 2). The cross structures can be sluice gate, weir or drop. 3 )' The of ftakestructures can be sluice gate, weir or pumping plant. 4). The operation of structures isdescribed in time series. The model can be used as a hydraulic computation tool forcanal design,system operation and canal automation. |
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| Keywords: | canal system unsteady flow simulution model |
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