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堰槽组合设施水力特性试验与数值模拟

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为探究堰槽组合设施的水力特性及适用性,通过模型试验与数值模拟相结合的方法,设计3组坡度(0。1%,0。4%,0。8%)、9组流量进行水力性能试验,验证了数值模拟对于堰槽组合的适用性,探究了不同底坡下堰槽组合装置的测流机制。结果表明:3组坡度阈值相对水深为0。880,0。930和0。873,测流公式精度较高,对应的平均误差分别为1。20%,1。69%和1。74%;不同坡度下,量水槽内水深沿程降低,中垂线平均流速沿程增加,流量小于阈值流量时,综合流量系数和中垂线平均流速随流量的增加而增大;流量大于阈值流量时,在过渡段上游1/3附近中垂线平均流速大小一致,流量系数和上游中垂线平均流速随流量的增大而减小,下游随流量的增大而增大;数值模拟结果最大误差为4。16%,与试验相吻合,数值模拟适用于堰槽组合量水设施的研究。
Experimental and numerical simulation study on hydraulic performance of weir-flume combination facility
In order to investigate the hydraulic properties and applicability of the weir-flume combina-tion facilities,3 groups of slopes(0.1%,0.4%,0.8%)and 9 groups of flow rates were designed to conduct hydraulic performance tests by combining modeling tests with numerical simulations.The appli-cability of numerical simulation for weir-flume combination was verified,and the flow measurement mechanism of weir-flume combination devices under different bottom slopes was explored.The results show that the relative water depths of three groups of slope thresholds are 0.880,0.930 and 0.873,and the accuracy of the flow measurement formulas is high,with corresponding average errors of 1.20%,1.69%and 1.74%,respectively.Under different slopes,the water depth in the measuring flume de-creases along the course,and the average longitudinal velocity increases along the course.When the flow rate is less than the threshold flow rate,the comprehensive flow coefficient and the average longi-tudinal velocity increases with the increase of the flow rate.When the flow rate is greater than the threshold flow rate,the size is consistent near the average longitudinal velocity in the 1/3 upstream of the transition section,the flow coefficient and the average longitudinal velocity of the upstream decrease with the increase of the flow rate,while the average longitudinal velocity of the downstream increases with the increase of the flow rate.The maximum error of numerical simulation results is 4.16%,which is consistent with the test,and the numerical simulation is suitable for the study of weir-flume combination water measuring facilities.

weir-flume combinationflow measurementnumerical simulationhydraulic propertiesflow-measuring formula

张文科、何新林、李小龙、曾钰峰、王佳鑫

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石河子大学水利建筑工程学院,新疆石河子 832000

寒旱区生态水利工程兵团重点实验室,新疆石河子 832000

堰槽组合 流量测量 数值模拟 水力特性 测流公式

兵团财政科技计划项目第三次新疆综合科学考察项目"十四五"国家重点研发计划课题兵团科技攻关计划兵团科技计划项目

2023AB0592021xjkk08042022YFD19008042021AB0212022BC001

2024

排灌机械工程学报
中国农业机械学会排灌机械分会,江苏大学流体机械工程技术研究中心

排灌机械工程学报

CSTPCD北大核心
影响因子:1.055
ISSN:1674-8530
年,卷(期):2024.42(10)
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