Abstract
River adjustment to an artificial disturbance is examined in the ephemeral mountainous stream - Nahal Oren, Mt. Carmel, Israel. We compare sedimentological and morphological characteristics of two sections, 50 and 500 m downstream of an artificial pond. Our results indicate that the deprivation of bed load floodwater in the upper section generates high calculated entrainment potentials as indicated by the large differences between measured and calculated D 50 which exceed 80%. Each flow produces an effective flow (Q > 0.125 m3 s-1) of between 17 and 58% of the flood duration to entrain pebbles of the D50 size (50mm). In a large flow of 12 m3 s-1 (recurrence interval of 10 years), resulting bank erosion, in the upper section exceeded 4 tons per 20 m long section, whereas during the period 1999-2004 only minor degradation of <40 cm occurred at the lower section. The eroded material from the upper reach is loosely deposited, transported downstream and selectively deposited in the step-pool section. The impact of the pond on the channel at the upper section disappears 500 m downstream, where the site shows relative stability according to the lower calculated entrainment potential, the step-pool morphology of the reach and the higher ratio of cluster arrangements.
Original language | English |
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Pages (from-to) | 231-241 |
Number of pages | 11 |
Journal | IAHS-AISH Publication |
Issue number | 299 |
State | Published - 2005 |
Keywords
- Bedforms
- Entrainment potential
- Mediterranean streams
- River adjustment
ASJC Scopus subject areas
- Water Science and Technology
- Oceanography