Examples of Wetted perimeter in a sentence
Wetted perimeter width is defined as the cross-sectional distance of streambed that is inundated with surface water.
Manning’s EquationV = 1.49/n (R2/3) (S1/2)Where: V = Open channel flow velocity (ft/s)n = Manning roughness coefficient (0.3 for regularly mowed grassy swale) R = Hydraulic radius = A/Pw (ft)A = Cross-sectional area (ft2) Pw = Wetted perimeter (ft)S = Slope (ft/ft) From the survey conducted as part of this report, DOTs within the U.S. reported as much as 8% of their sand passing through the #200 sieve, which corresponds to particle sizes smaller than 0.075mm (very fine sands and smaller).
Compound pipes connecting two reservoirs.Pipes connected in parallel equivalent siphon system UNIT V: FLOW THROUGH OPEN CHANNELSComparison between - Pipe flow and open channel flow - Uniform flow and non uniform flow N Wetted perimeter.
Wetted perimeter is that part of the bed cross-section which is in contact with the flow, hence is wet, and is measured as that part of the flow cross section in contact with the channel bed.
Wetted perimeter curves frequently have two or more inflection points, as described by Leathe and Nelson (1989).
Wetted perimeter graphs typically exhibit inflection points that correspond to the point at which small flow reductions result in much greater reductions in wetted perimeter and associated instream habitat.
Wetted perimeter graphs for each transect are provided in Appendix B.
Wetted perimeter graphs, which represent changes in wetted perimeter (inundated transects across the stream) in response to incremental changes in discharge, typically exhibit inflection points that correspond to the point at which small flow reductions result in much greater reductions in wetted perimeter.
The absorption losses depend upon following:o Type of soilo Subsoil watero Age of canalo Position of FSL w.r.t to NSLo Amount of Silt carried by canalo Wetted perimeter According to irrigation branch of West Pakistan: K= 5.0Q0.625K= absorption loss per million square feet of wetted perimeter Q= Discharge in channel.
The design procedure is as under: Velocity of the flow (V in m/sec) = (Qf2/140)1/6Where Q = design discharge in cumec and, f is the silt factor, which can be worked out using the formula f = 1.76 (d) 1/2, where d is the average bed material size in mmHydraulic mean depth (R in m) = 2.5* (V2/f) Area of channel section (A in m2) = Q/V Wetted perimeter (P in m) = 4.75 (Q) 1/2and Bed slope (S) = (f 5/3) / (3340*Q1/6)IS code 8535:1978 envisages following guidelines for the design of the drainage channel.