Empirical Estimation of Stream Discharge Using Channel Geometry in Low-Gradient, Sand-Bed Streams of the Southeastern Plains

Stephen A. Sefick, Latif Kalin, Ely Kosnicki, Brad P. Schneid, Miller S. Jarrell, Chris J. Anderson, Michael H. Paller, Jack W. Feminella

Research output: Contribution to journalArticle

5 Citations (Scopus)

Abstract

Manning's equation is used widely to predict stream discharge (Q) from hydraulic variables when logistics constrain empirical measurements of in-bank flow events. Uncertainty in Manning's roughness (nM) is the major source of error in natural channels, and sand-bed streams pose difficulties because flow resistance is affected by flow-dependent bed configuration. Our study was designed to develop and validate models for estimating Q from channel geometry easily derived from cross-sectional surveys and available GIS data. A database was compiled consisting of 484 Q measurements from 75 sand-bed streams in Alabama, Georgia, South Carolina, North Carolina (Southeastern Plains), and Florida (Southern Coastal Plain), with six New Zealand streams included to develop statistical models to predict Q from hydraulic variables. Model error characteristics were estimated with leave-one-site-out jackknifing. Independent data of 317 Q measurements from 55 Southeastern Plains streams indicated the model(Q = AcRH0.6906S0.1216; where Ac is the channel area, RH is the hydraulic radius, and S is the bed slope) best predicted Q, based on Akaike's information criterion and root mean square error. Models also were developed from smaller Q range subsets to explore if subsets increased predictive ability, but error fit statistics suggested that these were not reasonable alternatives to the above equation. Thus, we recommend the above equation for predicting in-bank Q of unbraided, sandy streams of the Southeastern Plains.

Original languageEnglish (US)
Pages (from-to)1060-1071
Number of pages12
JournalJournal of the American Water Resources Association
Volume51
Issue number4
DOIs
StatePublished - Aug 1 2015

Fingerprint

stream bed
geometry
sand
hydraulics
Akaike information criterion
coastal plain
roughness
logistics
GIS
plain

Keywords

  • Channel resistance
  • Discharge prediction
  • Hydraulics
  • Manning's equation
  • Open-channel flow
  • Rivers/streams
  • Sand bed
  • Southeastern Plains
  • Surface water hydrology

ASJC Scopus subject areas

  • Ecology
  • Water Science and Technology
  • Earth-Surface Processes

Cite this

Sefick, S. A., Kalin, L., Kosnicki, E., Schneid, B. P., Jarrell, M. S., Anderson, C. J., ... Feminella, J. W. (2015). Empirical Estimation of Stream Discharge Using Channel Geometry in Low-Gradient, Sand-Bed Streams of the Southeastern Plains. Journal of the American Water Resources Association, 51(4), 1060-1071. https://doi.org/10.1111/jawr.12278

Empirical Estimation of Stream Discharge Using Channel Geometry in Low-Gradient, Sand-Bed Streams of the Southeastern Plains. / Sefick, Stephen A.; Kalin, Latif; Kosnicki, Ely; Schneid, Brad P.; Jarrell, Miller S.; Anderson, Chris J.; Paller, Michael H.; Feminella, Jack W.

In: Journal of the American Water Resources Association, Vol. 51, No. 4, 01.08.2015, p. 1060-1071.

Research output: Contribution to journalArticle

Sefick, SA, Kalin, L, Kosnicki, E, Schneid, BP, Jarrell, MS, Anderson, CJ, Paller, MH & Feminella, JW 2015, 'Empirical Estimation of Stream Discharge Using Channel Geometry in Low-Gradient, Sand-Bed Streams of the Southeastern Plains', Journal of the American Water Resources Association, vol. 51, no. 4, pp. 1060-1071. https://doi.org/10.1111/jawr.12278
Sefick, Stephen A. ; Kalin, Latif ; Kosnicki, Ely ; Schneid, Brad P. ; Jarrell, Miller S. ; Anderson, Chris J. ; Paller, Michael H. ; Feminella, Jack W. / Empirical Estimation of Stream Discharge Using Channel Geometry in Low-Gradient, Sand-Bed Streams of the Southeastern Plains. In: Journal of the American Water Resources Association. 2015 ; Vol. 51, No. 4. pp. 1060-1071.
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