At-a-station hydraulic geometry relations, 1: theoretical development Academic Article

abstract

• This paper, the first of two, hypothesizes that: (1) the temporal variation of stream power of a river channel at a given station with varying discharge is accomplished by the temporal variation in channel form (flow depth and channel width) and hydraulic variables, including energy slope, flow velocity and friction; (2) the change in stream power is distributed among the changes in flow depth, channel width, flow velocity, slope, and friction, depending on the boundary conditions that the channels has to satisfy. The second hypothesis is a result of the principle of maximum entropy and the theory of minimum energy dissipation or its simplified minimum stream power. These two hypotheses lead to families of at-a-station hydraulic geometry relations. The conditions under which these families of relations can occur in the field are discussed. Copyright 2007 John Wiley & Sons, Ltd.

authors

• Singh, Vijay

published proceedings

• HYDROLOGICAL PROCESSES

author list (cited authors)

• Singh, V. P., & Zhang, L.

citation count

• 22

complete list of authors

• Singh, Vijay P||Zhang, L

publication date

• January 2008

publisher

• Wiley  Publisher

published in

• Hydrological Processes  Journal

keywords

• Energy Dissipation Rate
• Exponents
• HYDRAULIC GEOMETRY
• Principle Of Maximum Entropy
• Resistance Equations
• Stream Power
• Theory Of Minimum Variance
• Tractive Force Theory
• Weighting Factors

Digital Object Identifier (DOI)

• 10.1002/hyp.6411

start page

• 189

end page

• 215

volume

• 22

issue

• 2

URL

• http%3A%2F%2Fdx.doi.org%2F10.1002%2Fhyp.6411