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| | CONTROLS ON HYDRAULIC RESISTANCE IN STEP-POOL CHANNELS (Site not responding. Last check: 2007-10-21) |
 | | The variables that were tested for their effect on flow resistance included discharge, slope (0.10, 0.14 m/m), presence/absence of steps and grains, and LWD density, orientation, piece length, and arrangement. |
 | | Calculations of resistance partitioning indicated that spill resistance and debris resistance were responsible for the largest components of total resistance, and that grain roughness was a small component of total resistance when steps and/or debris were present. |
 | | The relative contributions of grain, spill, and debris resistance depended on discharge, with debris resistance dominating at higher discharges, and debris density, with similar contributions from spill and debris components at low debris densities and greater debris roughness at higher debris densities. |
| gsa.confex.com /gsa/2002AM/finalprogram/abstract_42759.htm (439 words) |
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