Surface velocity coefficients for application of the float method in rectangular and compound open channels

Irrigation Science

Volumn 27, Issue 6, 2009, Pages 457-470

  Marjang, N ^a   Merkley, G P ^b  

^a KASETSART UNIVERSITY   (Thailand)

^b Utah State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CHANNEL CHARACTERISTICS; CHANNEL SIZES; CROSS SECTION; DISCHARGE ESTIMATION; MATHEMATICAL HYDRAULICS; MODEL RESULTS; OPEN CHANNELS; RECTANGULAR CROSS-SECTIONS; SURFACE VELOCITY; UNIFORM FLOW; VELOCITY PROFILES; VERTICAL WALL; WATER DEPTH;

ASPECT RATIO; ESTIMATION; HYDRAULIC MODELS; HYDRAULIC STRUCTURES; OPEN CHANNEL FLOW; SURFACE ROUGHNESS; THREE DIMENSIONAL;

VELOCITY;

CHANNEL HYDRAULICS; DISCHARGE; FLOW PATTERN; OPEN CHANNEL FLOW; THREE-DIMENSIONAL MODELING; VELOCITY;

EID: 77952742413     PISSN: 03427188     EISSN: 14321319     Source Type: Journal    
DOI: 10.1007/s00271-009-0162-3     Document Type: Article

References (4)

1. Henderson FM (1966) Open channel flow. Macmillan, New York.
2. Marjang N, Merkley GP (2009) Velocity profile modeling in rectangular and compound open-channel cross sections. Irrigation Sci. doi: 10. 1007/s00271-009-0163-2.
3. USBR (1997) Water measurement manual. Water Resources Publications, Inc., Highlands Ranch.
4. Vásquez IR (2004) Analysis of the float method under uniform and non-uniform flow conditions in rectangular channels. MS thesis, Utah State University, Logan.