Wong T.S.W. Kinematic-Wave Rainfall-Runoff Formulas

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размер 2.01 МБ
добавлен 24 декабря 2011 г.

Nova Science Publishers, 2009, 248 pages

This is not an ordinary book on rainfall and runoff. All the general and working formulas in this book are theoretically derived. The formulas are therefore globally and eteally applicable, as long as the situations under consideration are within the assumptions and limitations of the theory. This epitomises the powerful nature of the physically-based approach in hydrology. This book covers formulas for flow depth; flow velocity; average flow velocity; wave celerity; average wave celerity; time of concentration; rising, equilibrium and falling phases of a hydrograph; forward characteristic; rising, equilibrium and falling phases of water surface profiles; duration of partial equilibrium discharge; and equilibrium detention storage for flow on an overland plane, and flow in nine different channel shapes, which are circular, parabolic, rectangular (deep), rectangular (square), rectangular (wide), trapezoidal with equal side slopes, trapezoidal with one side vertical, triangular, and vertical curb.

General Formulas for Flow on Overland Plane
Working Formulas for Flow on Overland Plane
General Formulas for Flow in Open Channel
Working Formulas for Flow in Circular Channel
Working Formulas for Flow in Parabolic Channel
Working Formulas for Flow in Rectangular (Deep) Channel
Working Formulas for Flow in Rectangular (Square) Channel
Working Formulas for Flow in Rectangular (Wide) Channel
Working Formulas for Flow in Trapezoidal Channel with Equal Side Slopes
Working Formulas for Flow in Trapezoidal Channel with One Side Vertical
Working Formulas for Flow in Triangular Channel
Working Formulas for Flow in Vertical Curb Channel

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