The Research on the Impact of the Variability of Sluice Gate on the Discharge Capacity

被引:0
|
作者
Zhu Chao [1 ]
Zhang Congjiao [2 ]
Wu Caiping [1 ]
Li Yuanfa [1 ]
机构
[1] YRCC, Yellow River Inst Hydraul Res, Zhengzhou 450003, Peoples R China
[2] North China Univ Water Resources & Elect Power, Zhengzhou 450011, Peoples R China
来源
ADVANCES IN HYDRAULIC PHYSICAL MODELING AND FIELD INVESTMENT AND INVESTIGATION | 2010年
关键词
distorted model; similarity; discharge capacity; flow coefficient capacity;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the drastic change rate movable-bed model test, it has been concerned about how to ensure similar discharge of the flood diversion gate. Six models with variable rates 1, 3, 5, 8, 10 and 13.3 separately have been chosen to compare their different discharges and to analyze the impact of the change rate on the discharge capacity. The results showed that; when their water heads were same, There were no obvious rules between the flow coefficients of the five distorted models and the variation rates, but when compared to the flow coefficient of the normal model, the former were on the higher side; when their water heads were different, the distorted models' flow rate increased with the variation rate, and when the rate of change came to 5, the flow increasing value tended to stable and close to 20%.
引用
收藏
页码:364 / 367
页数:4
相关论文
共 50 条
  • [1] The Research on the Impact of the Variability of Sluice Gateon the Discharge Capacity
    Zhu, Chao
    Zhang, Congjiao
    Wu, Caiping
    Li, Yuanfa
    FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8, 2011, 71-78 : 1855 - +
  • [2] SLUICE-GATE DISCHARGE EQUATIONS
    SWAMEE, PK
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1992, 118 (01) : 56 - 60
  • [3] Characteristics of discharge of skew side sluice gate
    Rentachintala, Lakshmi Raghu Nagendra Prasad
    JOURNAL OF APPLIED WATER ENGINEERING AND RESEARCH, 2025, 13 (01): : 33 - 46
  • [4] Sluice Gate Discharge From Momentum Balance
    Steppert, Michael
    Epple, Philipp
    Malcherek, Andreas
    JOURNAL OF FLUIDS ENGINEERING-TRANSACTIONS OF THE ASME, 2022, 144 (04):
  • [5] SLUICE GATE
    CONWAY, WE
    PROCEEDINGS OF THE CAMBRIDGE PHILOSOPHICAL SOCIETY-MATHEMATICAL AND PHYSICAL SCIENCES, 1967, 63 : 247 - &
  • [6] Experimental investigation of discharge characteristics of float type sluice gate
    Li, Y. K.
    He, X. L.
    Qiu, L. C.
    Chen, J.
    Han, Y.
    4TH INTERNATIONAL CONFERENCE ON WATER RESOURCE AND ENVIRONMENT (WRE 2018), 2018, 191
  • [7] Discussion on discharge capacity formulas for weir-sluice and tunnel
    Mao, Changxi
    Shuili Xuebao/Journal of Hydraulic Engineering, 1999, (10): : 38 - 44
  • [8] Application of the energy-momentum method to sluice gate discharge calibration.
    Lopez-Cantens, Gilberto
    de Leon-Mojarro, Benjamin
    Prado-Hernandez, Victor
    Manuel Ruiz-Carmona, Victor
    Romanchik-Kriuchkova, Eugenio
    INGENIERIA HIDRAULICA EN MEXICO, 2009, 24 (01): : 109 - 114
  • [9] Underflow of standard sluice gate
    A. Roth
    W. H. Hager
    Experiments in Fluids, 1999, 27 : 339 - 350
  • [10] Numerical simulation of turbulent flow behind sluice gate under submerged discharge conditions
    Shi-he Liu
    Ting-ting Liao
    Qiu-shi Luo
    Journal of Hydrodynamics, 2015, 27 : 257 - 263