Efficacité de la technique d'induction florale d'Ananas comosus (L.) Merr. au moyen de charbon actif enrichi à l'éthylène (TIFBio)

Efficiency of the Ananas comosus (L.) Merr. flower induction treatment based on ethylene enriched activated carbon (TIFBio). Pineapple is an important export crop for tropical countries. The flower induction treatments are essential to the pineapple production for economical and social reasons. For conventional agriculture, many chemicals are available but for organic farming ethylene is the only allowed product. A new flower induction method suited to small organic growers has been developed by the Pesticides Initiative Programme of the Coleacp funded by the European Development Fund. The trials conducted proved that the method reaches more than 80% efficiency at 10 weeks for the different application methods evaluated. The wet application trials show a doses response effect as well as effect of the application replication at 2 days interval. The flowering rate culminates at 100% after 8 weeks for the best results, obtained with the wet treatment at 250 mg per plant applied two times at 2 days interval. The different dry treatments tested gave all 85 – 90% flowering rates at 10 weeks, suggesting the presence of an undetermined limitation factor in the conditions prevailing for the trial. The time of application during the day shows no significant effect. It is concluded that the growers can use the TIFBio technique for production control. It is recommended to evaluate the most suited application technique according to their particular case as environmental effect can affect the efficiency

Erosion characteristics and floc strenght of Athabasca river cohesive sediments: towards managing sediment-related issues

Purpose: Most of Canada’s tar sands exploitations are located in the Athabasca river basin. Deposited cohesive sediments in Athabasca river and tributaries are a potential source of PAHs in the basin. Erosional behavior of cohesive sediments depends not only of fluid turbulence but on sediments structure and particularly the influence of organic content. This research tries to describe this behavior in Athabasca river sediments. Methods: An experimental study of cohesive sediments dynamics in one of the tributaries, the Muskeg river, was developed in a rotating annular flume. Variation of the shear stress allowed the determination of erosional strength for beds with different consolidation periods. Particle size measurements were made with a laser diffraction device operated in a continuous flow through mode. Optical analyses of flocs (ESEM and TEM) were performed with samples taken at the end of the experiments. Results: An inverse relationship between suspended sediment concentration (SS) and the consolidation period was found. The differences are related in this research to the increasing organic content of the sediments with consolidation period. The particle size measurements during the experiments showed differences on floc strength that are also related to changing organic content during different consolidation periods. ESEM and TEM observations confirm the structural differences for beds with different consolidation periods. The effects of SFGL on floc structure and in biostabilization of the bed are discussed. Conclusions: It is recommended in this paper that consolidation period should be taken into account for the modeling of erosion of cohesive sediments in the Athabasca river. Relating to transport models of pollutants (PAHs) it is highly recommended to consider flocs organic content, particularly algae, in the resuspension module.Environment Canada, CONACY

Amplified somatic embryogenesis from male flowers of triploid banana and plantain cultivars (Musa spp.)

Ilus. 14 fig. 13 ref. Sum. (En

MEDHEA: a nutritional survey in Mediterranean countries. First results in département de l'Hérault, France

International audienc

Cohesive sediment transport processes

The general aim of the Project ''Cohesive Sediment'' of the MAST programme ''G6 Coastal Morphodynamics'' is to advance the knowledge and modelling of physical processes related to cohesive sediment in coastal environments. Bette insights are given into deposition modelling, consolidation theories and associated constitutive relationships, laboratory experiments of liquefaction by waves only or combined waves and currents, modelling of flow-sediment interaction and turbulence in the water column, and the conduct of laboratory erosion experiments. Short term recordings of deposition events, wave effects, consolidation and bottom turbulence in muddy environments emphasise the distance which remains to be covered in order to understand and predict the processes in the field