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机构地区:[1]西北农林科技大学水利与建筑工程学院,陕西杨凌712100
出 处:《中国农村水利水电》2015年第8期126-131,共6页China Rural Water and Hydropower
基 金:国家自然科学基金项目(51179163);国家"十二五"科技支撑计划项目(2011BAD29B01);西北农林科技大学青年学术骨干支持计划项目
摘 要:针对田间进水口的水量计量,以不同体型的量水槽为研究对象,利用AutoCAD软件建立了具有相同喉道宽度、不同喉道长度的量水槽三维数学模型,并基于计算流体力学软件FLOW-3D,采用RNGk-ε三维湍流模型和TruVOF方法对量水槽内的流动发展情况进行数值模拟。结果表明,无喉槽过槽水流流态变化迅速,流速分布不均匀,不易确定上游水深参考断面位置;长喉槽过槽水流流态稳定,流速分布均匀,但由于喉道段长度较长而占地面积较大、造价较高,且水头损失较大;短喉槽流场分布较为平稳,流速分布均匀,喉道段长度适宜,且水头损失小,适宜于我国北方灌区田间进水口的水量计量。The three-dimensional mathematical model of flumes in the field was established by AutoCAD software .By combining RNG k-εturbulence model with TruVOF method ,the flow development of flumes in the field was simulated based on FLOW-3D software .The results indicate that it is difficult to locate the reference section of the upstream depth for the cut-throat flume owing to frequent changes of flow regime and uneven distribution of velocity .Although the flow regime was stable and distribution of veloc‐ity was homogeneous ,the long-throat flume occupied a large area owing to a long throat ,costs more and its head loss is bigger than others .The short-throat flume was suitable for water measurement in the field in North China ,because its flow regime was stable , distribution of velocity was homogeneous ,the length of throat was appropriate and head loss was small .
分 类 号:S274.4[农业科学—农业水土工程]
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