Direct equations for hydraulic jump elements in rectangular horizontal channel

Journal of Irrigation and Drainage Engineering

Volumn 129, Issue 4, 2003, Pages 291-294

  Chaurasia, Shri Ram ^a  

^a MADAN MOHAN MALAVIYA UNIVERSITY OF TECHNOLOGY   (India)

Author keywords

Energy losses; Froude number; Hydraulic jump; Open channels

Indexed keywords

DISCHARGE (FLUID MECHANICS); DRAINAGE; ENERGY DISSIPATION; IRRIGATION; STILLING BASINS;

DISCHARGE INTENSITY;

HYDRAULIC JUMP;

DESIGN; ENERGY DISSIPATION; FROUDE NUMBER; HYDRAULIC JUMP; MATHEMATICAL MODELING; OPEN CHANNEL FLOW; STILLING BASIN;

DESIGN; ENERGY DISSIPATION; FROUDE NUMBER; HYDRAULIC PHENOMENA; HYDRAULIC STRUCTURE; NUMERICAL MODEL; OPEN CHANNEL FLOW;

EID: 0042385046     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9437(2003)129:4(291)     Document Type: Article

References (3)

1. Chow, V. T. (1973). Open channel-hydraulics, McGraw-Hill, Singapore, 393-404.
2. Khosla, A. N., Bose, N. K., and Taylor, E. M. (1939). "Design of weir on permeable foundations." Publication No. 22, Central Board of Irrigation and Power, New Delhi, India.
3. USBR. (1973). Design of small dams, Oxford and IBH, New Delhi, India, 394-410.