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
  • [31] Flow Downstream Sluice Gate with Orifice
    Ibrahim M. Mohamed
    Fahmy S. Abdelhaleem
    KSCE Journal of Civil Engineering, 2020, 24 : 3692 - 3702
  • [32] Discharge coefficient for vertical sluice gate under submerged condition using contraction and energy loss coefficients
    Vaheddoost, Babak
    Safari, Mir Jafar Sadegh
    Zeynali, Rasoul Ilkhanipour
    FLOW MEASUREMENT AND INSTRUMENTATION, 2021, 80
  • [33] WATER-WAVES AND STRUCTURAL LOADS CAUSED BY A PERIODIC CHANGE OF DISCHARGE FROM A SLUICE-GATE
    ISHII, N
    IMAICHI, K
    TAKEMOTO, S
    BULLETIN OF THE JSME-JAPAN SOCIETY OF MECHANICAL ENGINEERS, 1977, 20 (146): : 998 - 1007
  • [34] THE IMPACT OF ENERGY DISSIPATION DEVICES ON THE SIZE OF LOCAL SCOUR BEDS ON THE SLUICE GATE MODEL
    Urbanski, J.
    Kiraga, M.
    Bajkowski, S.
    ARCHIVES OF CIVIL ENGINEERING, 2020, 66 (04) : 507 - 524
  • [35] POTENTIAL SLUICE GATE FLOW WITH GENERALIZED BOUNDARIES
    CONWAY, WE
    JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1976, 43 (02): : 368 - 370
  • [36] Experimental and numerical modeling of a sluice gate flow
    Akoz, Mevlut Sami
    Kirkgoz, Mehmet Salih
    Oner, Ahmet Alper
    JOURNAL OF HYDRAULIC RESEARCH, 2009, 47 (02) : 167 - 176
  • [37] SLUICE GATES WITH HIGH DISCHARGE COEFFICIENTS
    RAMAMURTHY, AS
    SUBRAMANYA, K
    PANI, BS
    JOURNAL OF THE IRRIGATION AND DRAINAGE DIVISION-ASCE, 1978, 104 (04): : 437 - 441
  • [38] Briefing: Discharge coefficient for sluice gates
    Bagheri, S.
    Afzalimehr, H.
    Sui, J.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2010, 163 (09) : 435 - 438
  • [39] Discharge characteristics of skew sluice gates
    Swamee, PK
    Pathak, SK
    Mansoor, T
    Ojha, CSP
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2000, 126 (05) : 328 - 334
  • [40] STABILITY OF A SUBCRITICAL FLOW UNDER A SLUICE GATE
    BUDDEN, PJ
    NORBURY, J
    QUARTERLY JOURNAL OF MECHANICS AND APPLIED MATHEMATICS, 1984, 37 (MAY): : 293 - 310