HYDRODYNAMICS OF MINING PITS IN ERODIBLE BED UNDER STEADY FLOW

被引:25
|
作者
GILL, MA
机构
[1] Detroit Water and Sewerage Dept., Detroit, MI
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1994年 / 120卷 / 11期
关键词
D O I
10.1061/(ASCE)0733-9429(1994)120:11(1337)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Theoretical solutions are proposed for the hydrodynamical characteristics of mining pits in erodible beds. These solutions are derived from the linear St. Venant equations of momentum and continuity for appropriate initial and boundary conditions. Pits of trapezoidal and rectangular shapes and discussed, although it is indicated that pits of any regular geometric shape can be considered for solution. Solutions are also given for two trapezoidal and rectangular pits in the same bed. Theoretically, solutions can be developed for any number of pits of any regular geometric shape in the same bed. Numerical results are plotted for one and two trapezoidal pits, respectively, in an erodible bed. © ASCE.
引用
收藏
页码:1337 / 1348
页数:12
相关论文
共 50 条
  • [1] About the interference of two following mining pits in erodible bed under steady flow.
    Bianco, G
    Gadin, AC
    ENVIRONMENTAL AND COASTAL HYDRAULICS: PROTECTING THE AQUATIC HABITAT, PROCEEDINGS OF THEME B, VOLS 1 & 2, 1997, 27 : 1043 - 1048
  • [2] On the Interaction between Flow and Erodible Bed
    E. N. Dolgopolova
    Water Resources, 2003, 30 (3) : 268 - 274
  • [3] Vector of bed load transport in the turbulent flow above erodible bed
    Petrov, AG
    Petrov, PG
    DOKLADY AKADEMII NAUK, 1999, 364 (04) : 483 - 487
  • [4] Numerical simulation of debris flow over erodible bed
    Itoh, T
    Miyamoto, K
    Egashira, S
    DEBRIS-FLOW HAZARDS MITIGATION: MECHANICS, PREDICTION, AND ASSESSMENT, VOLS 1 AND 2, 2003, : 457 - 468
  • [5] Flow behavior of head of stony debris flow on unsaturated erodible bed
    Miyazawa, N
    RIVER SEDIMENTATION: THEORY AND APPLICATIONS, 1999, : 295 - 301
  • [6] Equivalent roughness height for plane bed under steady flow
    Camenen, Benoit
    Bayram, Atilla
    Larson, Magnus
    JOURNAL OF HYDRAULIC ENGINEERING, 2006, 132 (11) : 1146 - 1158
  • [7] Modified roughness equations for erodible bed open channel flow
    Dhanesh, L.
    Indulekha, K. P.
    EMERGING TRENDS IN ENGINEERING, SCIENCE AND TECHNOLOGY FOR SOCIETY, ENERGY AND ENVIRONMENT, 2018, : 109 - 116
  • [8] Physics of flow mechanism of scour around submerged pipelines on an erodible bed
    Setia, Baldev
    Verma, D. V. S.
    PROCEEDINGS OF THE 3RD WSEAS INTERNATIONAL CONFERENCE ON APPLIED AND THEORETICAL MECHANICS (MECHANICS '07): TOPICS IN ADVANCED THEORETICAL AND APPLIED MECHANICS, 2007, : 118 - +
  • [9] Stratification effects on flow and bed topography in straight and curved erodible streams
    Bolla Pittaluga, Michele
    JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2011, 116
  • [10] Particle Routing Segregation of Debris Flow Mechanisms Near the Erodible Bed
    Yamashiki, Yosuke
    Rozainy, Mohd Remy M. A. Z.
    Matsumoto, Taku
    Takahashi, Tamotsu
    Takara, Kaoru
    4TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL SCIENCE AND DEVELOPMENT- ICESD 2013, 2013, 5 : 527 - 534