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水库异重流潜入点流速分布及其判别式改进
引用本文:李涛,夏军强,张俊华,郜国明,夏润亮,万占伟,王增辉.水库异重流潜入点流速分布及其判别式改进[J].四川大学学报(工程科学版),2017,49(2):62-68.
作者姓名:李涛  夏军强  张俊华  郜国明  夏润亮  万占伟  王增辉
作者单位:武汉大学水资源与水电工程科学国家重点实验室;黄河水利委员会黄河水利科学研究院,武汉大学水资源与水电工程科学国家重点实验室,黄河水利委员会黄河水利科学研究院,武汉大学水资源与水电工程科学国家重点实验室;黄河水利委员会黄河水利科学研究院,黄河水利委员会黄河水利科学研究院,黄河勘测规划设计有限公司,黄河勘测规划设计有限公司
基金项目::国家自然基金项目“底床形态对异重流分流约束机制及其水沙演化机理”(51309110);黄河水利科学研究院院所长基金项目“干支流异重流分流比”(HKY-JBYW-2014-01);水利部公益性项目“小浪底水库畛水支流库容恢复技术研究”(201401023)
摘    要:异重流潜入条件是描述异重流潜入运动的关键参量。异重流潜入条件中含沙量与潜入弗如德数为隐性关系,是由于以往研究对潜入点垂线流速分布未能给出适当的数学表达式。通过对异重流潜入点处垂线流速分布物理图形的数学分析,利用小浪底水库2004-2015年调水调沙期异重流潜入点资料,得到水库浑水异重流潜入动量修正系数理论值1.2,小浪底水库实测值为1.13,均为常数。在此基础上,对异重流动量修正系数进行水槽试验资料和实测资料验证,推导获得了新的水库异重流潜入点判别关系式,小浪底水库和三门峡水库实测资料计算结果表明,该流速分布可以描述潜入处的流速分布状况,新的潜入点判别式更符合实际。该成果可为小浪底水库调水调沙预案编制和数学模拟提供技术支撑。

关 键 词:潜入条件  垂线流速分布  抛物线分布  动量修正系数  水库异重流
收稿时间:2016/7/8 0:00:00
修稿时间:2016/11/29 0:00:00

Vertical Velocity Distribution and Improved Discriminant Formula of Turbidity Current at the Plunging Point in Reservoir
LI Tao,XIA Junqiang,ZHANG Junhu,GAO Guoming,XIA Runliang,WAN Zhanwei and WANG Zenghui.Vertical Velocity Distribution and Improved Discriminant Formula of Turbidity Current at the Plunging Point in Reservoir[J].Journal of Sichuan University (Engineering Science Edition),2017,49(2):62-68.
Authors:LI Tao  XIA Junqiang  ZHANG Junhu  GAO Guoming  XIA Runliang  WAN Zhanwei and WANG Zenghui
Affiliation:State Key Lab. of Water Resources and Hydropower Eng. Sci., Wuhan Univ., Wuhan 430072, China;Research Centre on Xiaolangdi of Yellow River, Yellow River Inst. of Hydraulic Research, Zhengzhou 450003, China;State Key Lab. of Water Resources and Hydropower Eng. Sci., Wuhan Univ., Wuhan 430072, China;Research Centre on Xiaolangdi of Yellow River, Yellow River Inst. of Hydraulic Research, Zhengzhou 450003, China;State Key Lab. of Water Resources and Hydropower Eng. Sci., Wuhan Univ., Wuhan 430072, China;Research Centre on Xiaolangdi of Yellow River, Yellow River Inst. of Hydraulic Research, Zhengzhou 450003, China;Research Centre on Xiaolangdi of Yellow River, Yellow River Inst. of Hydraulic Research, Zhengzhou 450003, China;Yellow River Eng. Consulting Co. Ltd.;Zhengzhou 450003, China;Yellow River Eng. Consulting Co. Ltd.;Zhengzhou 450003, China
Abstract:The discriminant formula is a mathematics formula which can decide whether turbidity current plunges.There are an implicit relation between in the discriminant of plunging point,due to the past researchers ignoring or hard to give the mathematics formula on the vertical velocity distribution at the point which could not directly discrete sediment content from Froude number.With mathematic analysis on surveyed data and experiments,physical figure of vertical velocity distribution was decided by parabola.Based on plunging point data during water and sediment regulation period in Xiaolangdi reservoir in 2001 to 2015,and data from tests on physical model of Xiaolangdi reservoir, empirical coefficient of the vertical velocity distribution formula at the point was acquired with calibration,which revealed the theoretical hypothesis was right.Then the momentum correction factor of turbidity current in reservoir is obtained respectively by 1.2 in theory and 1.13,which were closely.Based on the above research,an improved discriminant formula is validated by the data of flumes by Fan Jiahua13],Cao Ruxuan14] and Jiao Enze15],surveyed data of Xiaolangdi reservoir in 2001 to 2005,and data from tests on physical model of Xiaolangdi reservoir.The prediction results of the formula by data from Xiaolangdi reservoir and Sanmenxia reservoir were pretty well with the surveyed.This could be applied in water and sediment regulation program compilation and numerically simulating in sediment-laden reservoirs.
Keywords:plunging discriminant formula vertical velocity distribution  parabolic distribution  momentum correction factor  turbidity current in reservoir
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