1993
DOI: 10.1061/(asce)0733-9437(1993)119:5(912)
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Closure to “Darcy‐Weisbach Roughness Coefficients for Gravel and Cobble Surface” by John E. Gilley, Eugene R. Kottwitz, and Gary A. Wieman (January/February, 1992, Vol., 118, No. 1)

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“…Gilley et al . 63 constructed a resistance coefficient equation under pebble cover based on a flume experiment. In these studies, f decreased with increasing flow discharge and decreasing gravel coverage degree, and these findings are consistent with the results of this study.…”
Section: Resultsmentioning
confidence: 99%
“…Gilley et al . 63 constructed a resistance coefficient equation under pebble cover based on a flume experiment. In these studies, f decreased with increasing flow discharge and decreasing gravel coverage degree, and these findings are consistent with the results of this study.…”
Section: Resultsmentioning
confidence: 99%