A TRIANGULAR MODEL OF DIMENSIONLESS RUNOFF PRODUCING RAINFALL HYETOGRAPHS IN TEXAS1

A synthetic triangular hyetograph for a large data base of Texas rainfall and runoff is needed. A hyetograph represents the temporal distribution of rainfall intensity at a point or over a watershed during a storm. Synthetic hyetographs are estimates of the expected time distribution for a design st...

Full description

Saved in:
Bibliographic Details
Published inJournal of the American Water Resources Association Vol. 39; no. 4; pp. 911 - 921
Main Authors Asquith, William H., Bumgarner, Johnathan R., Fahlquist, Lynne S.
Format Journal Article
LanguageEnglish
Published Oxford, UK Blackwell Publishing Ltd 01.08.2003
Subjects
Online AccessGet full text

Cover

Loading…
More Information
Summary:A synthetic triangular hyetograph for a large data base of Texas rainfall and runoff is needed. A hyetograph represents the temporal distribution of rainfall intensity at a point or over a watershed during a storm. Synthetic hyetographs are estimates of the expected time distribution for a design storm and principally are used in small watershed hydraulic structure design. A data base of more than 1,600 observed cumulative hyetographs that produced runoff from 91 small watersheds (generally less than about 50 km2) was used to provide statistical parameters for a simple triangular shaped hyetograph model. The model provides an estimate of the average hyetograph in dimensionless form for storm durations of 0 to 24 hours and 24 to 72 hours. As a result of this study, the authors concluded that the expected dimensionless cumulative hyetographs of 0 to 12 hour and 12 to 24 hour durations were sufficiently similar to be combined with minimal information loss. The analysis also suggests that dimensionless cumulative hyetographs are independent of the frequency level or return period of total storm depth and thus are readily used for many design applications. The two triangular hyetographs presented are intended to enhance small watershed design practice in applicable parts of Texas.
Bibliography:Respectively, Hydrologist, Hydrologic Technician (Student Program), and Hydrologist, U.S. Geological Survey, 8027 Exchange Drive, Austin, Texas, 78754 [also Ph.D. (Asquith) and Ph.D. Student (Bumgarner), Jackson School of Geosciences, University of Texas at Austin] (E‐Mail/Asquith
Journal of the American Water Resources Association.
Paper No. 02100 of the
wasquith@usgs.gov
.
ISSN:1093-474X
1752-1688
DOI:10.1111/j.1752-1688.2003.tb04415.x