Technical Notes
Dec 21, 2012

Velocity and Depth Distributions in Stream Reaches: Testing European Models in Ecuador

Publication: Journal of Hydraulic Engineering
Volume 139, Issue 7

Abstract

European statistical hydraulic models developed in France and Germany were tested on how they predicted the frequency distributions of water depth and point velocity measured in 14 reaches in Ecuador during 25 surveys. First, the observed frequency distributions were fitted to parametric functions defined in Europe and the parameters were predicted from the average characteristics of reaches (e.g., discharge rate and mean depth and width) using European regressions. When explaining the frequency of three classes of velocity and three classes of depth among reach surveys, the fitted and predicted distributions had a low absolute bias (<3%). The residual variance of fits relative to the mean class variance was <18%. The residual variance of predicted frequencies was 30–61% for velocity classes and 20–36% for depth classes. Overall, the European models appeared appropriate for Ecuadorian stream reaches but could be improved. This study demonstrates the transferability of statistical hydraulic models between widely separated geographic regions.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This study was supported by Empresa Publica Metropolitana de Agua Potable y Saneamiento (EPMAPS) of Quito, Ecuador. The authors thank all the participants who contributed to collect data for the AQUANDES project. The authors thank Ton Snelder for linguistic advice.

References

Aberle, J., and Smart, G. M. (2003). “The influence of roughness structure on flow resistance on steep slopes.” J. Hydraul. Res., 41(3), 259–269.
Boulton, A. J., Boyero, L., Covich, A. P., Dobson, M., Lake, S., and Pearson, R. (2008). “Are tropical streams ecologically different from temperate streams?” Tropical stream ecology, Academic, San Diego, 257–284.
Buytaert, W., Cuesta-Camacho, F., and Tobon, C. (2011). “Potential impacts of climate change on the environmental services of humid tropical alpine regions.” Global Ecol. Biogeogr., 20(1), 19–33.
Chiu, C. L., and Tung, N. C. (2002). “Maximum velocity and regularities in open-channel flow.” J. Hydraul. Eng., 128(4), 390–398.
Hoover, T. M., and Ackerman, J. D. (2004). “Near-bed hydrodynamic measurements above boulders in shallow torrential streams: Implications for stream biota.” J. Environ. Eng. Sci., 3(5), 365–378.
Jacobsen, D. (2009). “Classical alpine stream types on the equator: Are they different?” Int. Assoc. Theor. Appl. Limnol. Proc., 30(8), 1245–1250.
Jowett, I. G. (1993). “A method for objectively identifying pool, run, and riffle habitats from physical measurements.” N. Z. J. Mar. Freshwat. Res., 27(2), 241–248.
Lamouroux, N. (1998). “Depth probability distributions in stream reaches.” J. Hydraul. Eng., 124(2), 224–227.
Lamouroux, N. (2007). “Hydraulic geometry of stream reaches and ecological implications.” Gravel-bed rivers 6: From process understanding to river restoration, Elsevier, Amsterdam, The Netherlands, 661–675.
Lamouroux, N., Souchon, Y., and Herouin, E. (1995). “Predicting velocity frequency-distributions in stream reaches.” Water Resour. Res., 31(9), 2367–2375.
Legleiter, C. J., Kyriakidis, P. C., McDonald, R. R., and Nelson, J. M. (2011). “Effects of uncertain topographic input data on two-dimensional flow modelling in a gravel-bed river.” Water Resour. Res., 47(3), W03518.
Mérigoux, S., Lamouroux, N., Olivier, J. M., and Dolédec, S. (2009). “Invertebrate hydraulic preferences and predicted impacts of changes in discharge in a large river.” Freshwat. Biol., 54(6), 1343–1356.
Millar, R. G., and Quick, M. C. (1993). “Effect of bank stability on geometry of gravel rivers.” J. Hydraul. Eng., 119(12), 1343–1363.
Rhoads, B. L., Schwartz, J. S., and Porter, S. (2003). “Stream geomorphology, bank vegetation, and three-dimensional habitat hydraulics for fish in Midwestern agricultural streams.” Water Resour. Res., 39(8), 1218.
Rosenfeld, J. S., Campbell, K., Leung, E. S., Bernhardt, J., and Post, J. (2011). “Habitat effects on depth and velocity frequency distributions: Implications for modeling hydraulic variation and fish habitat suitability in streams.” Geomorpholog., 130(3–4), 127–135.
Saraeva, K., and Hardy, T. B. (2009). “Prediction of fisheries physical habitat values based on hydraulic geometry and frequency distributions of depth and velocity.” Int. J. River Basin Manag., 7(1), 31–41.
Schweizer, S., Borsuk, M. E., Jowett, I., and Reichert, P. (2007). “Predicting joint frequency distributions of depth and velocity for instream habitat assessment.” River Res. Appl., 23(3), 287–302.
Stewardson, M. J., and McMahon, T. A. (2002). “A stochastic model of hydraulic variations within stream channels.” Water Resour. Res., 38(1), 1007.
Wiberg, P. L., and Smith, J. D. (1991). “Velocity distribution and bed roughness in high gradient streams.” Water Resour. Res., 27(5), 825–838.
Wilcox, A. C., and Wohl, E. E. (2007). “Field measurements of three-dimensional hydraulics in a step-pool channel.” Geomorpholog., 83(3–4), 215–231.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 7July 2013
Pages: 794 - 798

History

Received: Jan 25, 2012
Accepted: Dec 19, 2012
Published online: Dec 21, 2012
Published in print: Jul 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Virginie Girard [email protected]
Ph.D. Student, Institut national de recherche en sciences et technologies pour l'environnement et l'agriculture, Unité de Recherche Milieux Aquatiques, Ecologie et Pollutions, 5 rue de la Doua, CS70077, F-69626 Villeurbanne, France (corresponding author). E-mail: [email protected]
Patrick Le Goulven
Research Director, Institut de Recherche pour le Développement, Unité Mixte de Recherche Gestion de l'Eau, Acteurs, Usages, 361 rue J. F. Breton, BP5095, 34196 Montpellier Cedex 5, France.
Roger Calvez
Research Engineer, Institut de Recherche pour le Développement, Unité Mixte de Recherche Gestion de l'Eau, Acteurs, Usages, 361 rue J. F. Breton, BP5095, 34196 Montpellier Cedex 5, France.
Nicolas Lamouroux
Research Director, Institut national de recherche en sciences et technologies pour l'environnement et l'agriculture, Unité de Recherche Milieux Aquatiques, Ecologie et Pollutions, 5 rue de la Doua, CS70077, F-69626 Villeurbanne, France.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share