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作 者:吴梓境 陶洪飞[1,2] 喜炜 李巧[1,2] 马合木江·艾合买提[1,2] 姜有为 杨文新 魏建群 WU Zi-jing;TAO Hong-fei;XI Wei;LI Qiao;MAHEMUJIANG Ahmat;JIANG You-wei;YANG Wen-xin;WEI Jian-qun(a.College of Hydraulic and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052,China;Xinjiang Key Laboratory of Hydraulic Engineering Safety and Water Disaster Prevention,Xinjiang Agricultural University,Urumqi 830052,China;Xinjiang Agricultural Vocational and Technical University,Changji 831100,China)
机构地区:[1]新疆农业大学水利与土木工程学院 [2]新疆农业大学新疆水利工程安全与水灾害防治重点实验室,新疆乌鲁木齐830052 [3]新疆农业职业技术大学,新疆昌吉831100
出 处:《水电能源科学》2024年第11期204-208,共5页Water Resources and Power
基 金:新疆维吾尔自治区创新环境(人才、基地)建设专项--青年科学基金项目(2021D01B58);国家自然科学基金项目(52369013);2019年度新疆维吾尔自治区人民政府公派出国留学成组配套项目(2019Q075);新疆维吾尔自治区重大科技专项(2022A02003-4)。
摘 要:为探究进水流量、矿化度、滤网孔径对微灌用微压过滤冲洗池水头损失的影响,开展微压过滤冲洗池运行特性的物理模型试验,建立了微压过滤冲洗池在微咸水条件下的水头损失预测模型。结果表明,在方差分析中仅流量对微压过滤冲洗池的水头损失影响显著,确定的影响因素排序由大到小为进水流量、矿化度、滤网孔径;该模型的决定系数R^(2)为0.955,均方根误差为0.0523,平均相对误差为3.20%。建立的模型可准确预测微咸水条件下的水头损失,研究成果可为泵前过滤设备的实际应用提供技术支撑。The effects of inlet flow,salinity and filter aperture on the head loss of micro-pressure filtration and clean-ing tank for micro-irrigation were investigated.The physical model test of the influence of the operating characteristics of the micro-pressure filtration and cleaning tank was carried out,and the head loss prediction model under the condition of brackish water in the micro-pressure filtration and cleaning tank was established.The results show that in variance analy-sis,only the flow rate has a significant impact on the head loss of the micro-pressure filtration and cleaning tank.The or-der of the influencing factors was sorted as follows:inlet flow,salinity,filter aperture.The determination coefficient R^(2) was 0.955,the root mean square error was 0.0523,and the average relative error was 3.20%.The established model can accurately predict the head loss under brackish water conditions.The research results can provide technical support for the practical application of pre-pump filtration equipment.
关 键 词:微压过滤冲洗池 水头损失 方差分析法 量纲分析法 预测模型
分 类 号:TV93[水利工程—水利水电工程]
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