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Virginia Polytechnic Institute and State University

Determining overland flow hydrographs from sections of nonuniform width

Abstract

dc:description.abstract

Dimensionless hydrographs and equations for the time of equilibrium were developed for sections of nonuniform width. In order to determine the dimensionless hydrographs the equations of momentum and continuity were solved implicitly. This method was chosen because it is unconditionally stable independent of the time and distance increment. Using Manning's Equation for the frictional slope, a time increment of one-twelfth of the time of equilibrium, and boundary conditions of upstream depth and velocity equal to zero the dimensionless hydrograph for uniform sections matched that of the kinematic wave to nearly 60 percent of the equilibrium discharge. It also corresponded well with Morgali's results and Izzard's measured hydrograph. When the model was applied to sections of nonuniform width it was found only the end ratio, defined as the downstream width over the upstream width, affected the shape of the dimensionless hydrograph and the time of equilibrium. Equations were developed to find the time of equilibrium for ranges of end ratios. Corrections to find the hydrographs for sections of nonuniform width were determined to be applied to the kinematic wave discharge equation. For storms of duration less than the time of equilibrium the recession limb coincides with the recession limb from total equilibrium some time T after the rain ends. The time T was found to be independent of the end ratio and only affected by the discharge when the storm ended.

Degree

thesis:*
Name thesis:degree_name
Master of Science
Level thesis:degree_level
masters
Discipline thesis:degree_discipline
Civil Engineering
Department dc:contributor.department
Civil Engineering
Grantor dc:publisher
Virginia Polytechnic Institute and State University
Year dc:date.issued
1982

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Lansey, Kevin Edward

Rights

dc:rights
Statement dc:rights
  • In Copyright
Language dc:language.iso
en_US

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/10919/80129
OAI identifier oai:identifier
oai:vtechworks.lib.vt.edu:10919/80129

Chain of custody

source
Harvested from
Virginia Tech
Base URL
vtechworks.lib.vt.edu/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
related terms
citation

Lansey, Kevin Edward. Determining overland flow hydrographs from sections of nonuniform width. masters thesis, Virginia Polytechnic Institute and State University, 1982. http://hdl.handle.net/10919/80129