HYDRAULIC GUIDELINES FOR THE REINTRODUCTION AND MANAGEMENT OF LARGE WOODY DEBRIS IN LOWLAND RIVERS

Citation
Cj. Gippel et al., HYDRAULIC GUIDELINES FOR THE REINTRODUCTION AND MANAGEMENT OF LARGE WOODY DEBRIS IN LOWLAND RIVERS, Regulated rivers, 12(2-3), 1996, pp. 223-236
Citations number
41
Categorie Soggetti
Environmental Sciences","Water Resources
Journal title
ISSN journal
08869375
Volume
12
Issue
2-3
Year of publication
1996
Pages
223 - 236
Database
ISI
SICI code
0886-9375(1996)12:2-3<223:HGFTRA>2.0.ZU;2-W
Abstract
The volume of large woody debris in most of the world's lowland rivers has been depleted, either through persistent desnagging or clearance of the riparian vegetation from which it is naturally recruited. The n ow recognized important environmental role of debris in rivers, the es tablished environmental value of vegetated riparian buffer strips and the movement towards rehabilitation of degraded riverine habitats dema nd more objective procedures for the management of woody debris in str eams. In some instances it may be centuries before the process of natu ral recruitment of wood from rehabilitated riparian strips achieves an ecologically adequate volume and quality of instream debris. To accel erate this process, the re-introduction of debris is being considered. This paper presents the results of laboratory and field hydraulic inv estigations relevant to the problem of managing debris in lowland rive rs. The laboratory experiments were used to develop a model, based on the momentum principle, of the effect of debris on afflux, or the incr ease in water surface elevation. Debris drag was found to be less affe cted by position and shape than by orientation to the dow and blockage ratio, or the proportion of the channel occupied by the debris. Debri s aligned at 20-30 degrees to the flow produced an afflux one-third of that produced by debris which was perpendicular. Significant loss of conveyance occurs only for debris which is large relative to the chann el dimensions (greater than about 10% of the channel area blocked by d ebris). Wake interference acts to reduce the hydraulic effect of debri s so that if spaced within two diameters, multiple in-line items of de bris produce an afflux no greater than that of a single item. The mode ls of debris hydraulics presented here can be used to predict the effe ct of removing, lopping, rotating or re-introducing debris to rivers.