Discharge Ratios in Smooth and Rough Compound Channels

被引：0
|
作者：
School of the Built Environment, Univ. of Ulster, Jordanstown [1 ]
BT37 0QB, United Kingdom
机构：
来源：
Journal of Hydraulic Engineering | 1997年 / 123卷 / 03期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：182 / 188
相关论文
共 50 条
  • [31] Discharge estimation in wide meandering compound channels
    Mohanty P.K.
    Mohanty L.P.
    Khatua K.K.
    ISH Journal of Hydraulic Engineering, 2022, 28 (S1): : 101 - 115
  • [32] Method for assessing discharge in meandering compound channels
    Liu, Chao
    Shan, Yuqi
    Liu, Xingnian
    Yang, Kejun
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2016, 169 (01) : 17 - 29
  • [33] Turbulence modulation by micro-particles in smooth and rough channels
    De Marchis, M.
    Milici, B.
    PHYSICS OF FLUIDS, 2016, 28 (11)
  • [34] TURBULENT VELOCITY PROFILES FOR SMOOTH AND ROUGH OPEN CHANNELS - CLOSURE
    KIRKGOZ, MS
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1991, 117 (09): : 1221 - 1222
  • [35] TURBULENT VELOCITY PROFILES FOR SMOOTH AND ROUGH OPEN CHANNELS - DISCUSSION
    NEZU, I
    RODI, W
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1991, 117 (09): : 1218 - 1219
  • [36] Turbulent flow in open channels with smooth and rough flood plains
    Hydraulics Lab., Dept. of Civil Engrg., Aristotle Univ. of Thessaloniki, Thessaloniki 54006, Greece
    J Hydraul Res, 5 (615-640):
  • [37] Turbulent flow in open channels with smooth and rough flood plains
    Sofialidis, D
    Prinos, P
    JOURNAL OF HYDRAULIC RESEARCH, 1999, 37 (05) : 615 - 640
  • [38] Estimating the discharge capacity of doubly sinuous compound channels
    Lambert, M.F.
    Sellin, R.H.J.
    2000, Thomas Telford Services Ltd (142)
  • [39] Discharge prediction in compound channels by end depth method
    Dey, Subhasish
    Lambert, Martin F.
    JOURNAL OF HYDRAULIC RESEARCH, 2006, 44 (06) : 767 - 776
  • [40] COMPARISON OF METHODS FOR PREDICTING DISCHARGE IN COMPOUND OPEN CHANNELS
    PRINOS, P
    TOWNSEND, RD
    ADVANCES IN WATER RESOURCES, 1984, 7 (04) : 180 - 187
12345