CHANNEL BED-STEPS ALONG NAHAL-YAEL, NEGEV DESERT, ISRAEL

Authors
Citation
Ee. Wohl et T. Grodek, CHANNEL BED-STEPS ALONG NAHAL-YAEL, NEGEV DESERT, ISRAEL, Geomorphology, 9(2), 1994, pp. 117-126
Citations number
NO
Categorie Soggetti
Geografhy,"Geosciences, Interdisciplinary",Geology
Journal title
ISSN journal
0169555X
Volume
9
Issue
2
Year of publication
1994
Pages
117 - 126
Database
ISI
SICI code
0169-555X(1994)9:2<117:CBANND>2.0.ZU;2-Y
Abstract
The height and spacing of channel bed-steps formed in boulder and bedr ock in the ephemeral channels of the Nahal Yael watershed show a stron g correlation with the channel slope. The distance between steps is in versely proportional to slope at slopes of 0 to 20%, but then remains fairly constant at higher slopes. Step height increases proportionally with channel slope. These bed-steps are similar to those described on perennial channels elsewhere. where step formation has been attribute d to the effects of high flows which submerge the clasts forming the s teps. However, the ephemeral flows in the tributary channels of the Na hal Yael system are not sufficient to submerge the clasts forming the boulder steps. Using Rouse's criteria, channel bed-steps are creating maximum flow resistance at slopes of 12 to 50% along the channels of N ahal Yael. Using Davies' criteria, bed-steps are creating maximum flow resistance at slopes of 3 to 10%. The bed-steps also relate to sedime nt transport; Nahal Yael has a low sediment yield by world standards, and the increase in flow resistance due to step formation may serve to increase sediment movement. Both the boulder and bedrock steps at Nah al Yael are hypothesized to reflect the scales of flow turbulence alon g the channels. We were unable to evaluate the role of flow volume or boundary roughness in controlling these scales, but channel slope appe ars to exert some control on the scale of turbulence, based on the cor relation between slope and bed-steps. The hypotheses developed from fi eld evidence at Nahal Yael should be testable in flume simulations.