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Discussion of "Field-Scale Assessment of Uncertainties in Drip Irrigation Lateral Parameters" by Yeboah Gyasi-Agyei
(Asce-Amer Soc Civil Engineers, 2009)
Simplified procedure for hydraulic design of small-diameter plastic pipes
(John Wiley and Sons Limited, 2009)
A simple, direct and efficient semi-theoretical approach was developed to solve the hydraulic design problem of a horizontal or uphill sloping, single-diameter multi-outlet pipe. The proposed simplified model is essentially ...
Analytical relationships for designing multiple outlets pipelines
(Asce-Amer Soc Civil Engineers, 2009)
Computer-based analysis of explicit approximations to the implicit Colebrook-White equation in turbulent flow friction factor calculation
(Elsevier, 2009)
The implicit Colebrook-White equation has been widely used to estimate the friction factor for turbulent fluid-flow in rough-pipes. In this paper, the state-of-the-art review for the most currently available explicit ...
Determining turbulent flow friction coefficient using adaptive neuro-fuzzy computing technique
(Elsevier, 2009)
In the analysis of water distribution networks, the main required design parameters are the lengths, diameters, and friction coefficients of rough-pipes, as well as nodal demands and water levels in the reservoirs. Although ...
Neuro-fuzzy approach in estimating Hazen-Williams friction coefficient for small-diameter polyethylene pipes
(Elsevier Ltd., 2009)
Low-pressurized multiple outlet pipelines are extensively used to uniformly distribute irrigation water under different types of low-volume micro-irrigation systems. Polyethylene (PE) is the main pipe material for smooth ...
