Open-channel HydraulicsTracings: 12.00. |
Contents
Openchannel Flow and Its Classifications 3 3474 | 3 |
Open Channels and Their Properties | 19 |
Energy and Momentum Principles | 39 |
Copyright | |
21 other sections not shown
Common terms and phrases
American Society applied approach approximately assumed average basin becomes bottom canal channel channel section Civil Engineers coefficient computation condition constant constructed contraction corresponding crest critical cross curve depth of flow described determined developed direction discharge distribution downstream effect elevation energy equal equation Example experiments expressed factor flood flow profile flume force formula friction gate given gives gradually greater head height horizontal hydraulic jump increase known length loss maximum mean measured method normal obtained occur plotted position practical pressure problem ratio reach rectangular represented respectively result River roughness shown shows side slope Society of Civil solution spillway stage step stream supercritical surge Table tion Transactions transition turbulent uniform unit upstream varied flow velocity walls water surface wave weir width y₁