Physico-chemical treatment of Merida landfill leachate for chemical oxygen demand reduction by coagulation.

In order to determine the optimal dosage and type of coagulant for the physico-chemical treatment of leachate from the sanitary landfill of Merida, Mexico, a total of 864 jar tests were performed. Four metallic coagulants (ferric chloride, ferric sulphate, aluminium polychloride and aluminium sulphate) with doses ranging between 50 and 300 mg L(-1) and two polyelectrolytes (high-density anionic and cationic reagents) with doses from 2 to 12 mg L(-1) were tested. Neither an adequate type of coagulant nor an optimal dose could be found. The removal of contaminants was measured as total and dissolved chemical oxygen demand (COD). Soluble COD removal efficiencies were low, from 0 to 47%, with a 4% average value only. These low values of organic material removal were attributed to the particular characteristics of the Merida landfill leachate (low suspended solids concentration), so even with sweep-floc coagulation (300 mg L(-1) dose) only low COD removal efficiencies were obtained. A study of the suspended particle size distribution of the leachate was conducted in order to explain the poor performance. The particle size distribution ranged from 0.375 to 948.2 microm, with an average value of 22.97 microm. In a second step the optimal pH for physico-chemical treatment of these leachates was determined. Finally a greater than 90% removal of organic material, measured as suspended COD, was obtained at pH 2, which was considered as the optimal value.     

Estimating expected value of information using Bayesian belief networks: a case study in fish consumption advisory

A recent international collaborative effort was directed at quantifying the risks and benefits of fish consumption. A nonparametric continuous–discrete Bayesian belief network was constructed to support these calculations. The same Bayesian belief network has enabled calculation of the expected benefits of further research directed at shrinking the uncertainties and prioritization of possible research efforts.     

De Novo terpenoid biosynthesis by the dendronotid nudibranch Melibe leonina

Summary. Stable isotope feeding studies using [1,2-¹³C₂]-sodium acetate have demonstrated that 2,6-dimethyl-5-heptenal (1), a putative defensive allomone, is made by the Dendronotid nudibranch Melibe leonina via de novo biosynthesis.     

Recherches sur la situation trophique d'un groupe d'organismes pélagiques (Euphausiacea). V. Relations avec les thons

The examination of stomach contents of large subsurface tunas caught by long-line fishing, as well as of those of micronektonic fishes which they had eaten, allows us to assess the role played by euphausiids in food webs concerning these fishes. Long-line tunas do not utilize euphausiids as food because, in the tropical Pacific Ocean, their feeding activity is restricted to light hours, i.e., to a time when large euphausiids which could serve as potential prey, occupy deeper (below 400 m) water layers. Euphausiids constitute approximately 10% of the total food ingested by epipelagic micronektonic fishes which, in turn, are preyed upon by tunas; these fishes, measuring usually 30 to 60 mm in total length, are fast swimmers and are rarely collected by pelagic trawls. Among this ichthyofauna, the main predators of euphausiids appear to be Gempylidae (Diplospinus multistriatus), Paralepididae, and Bramidae (Collybus, Taractes, Pteraclis). Euphausiids ingested by these fishes chiefly belong to the genera Stylocheiron (64%) and Nematoscelis (15%). This means that the fishes which serve as prey for tunas are able to utilize for food only organisms which inhabit subsurface (0 to 400 m) layers during daytime and not those (Euphausia, Thysanopoda) which remain at this time in the deeper layers and rise to the subsurface only at night. Therefore, these fishes, like tunas themselves, appear to display their main feeding activity in the 0 to 400 m water layer and during daytime.     

SIMULATION OF URBAN NON-POINT SOURCE POLLUTION1

ABSTRACT: Public Law 92–00 has mandated the need for evaluating the impact of nonpoint source pollution on receiving water quality, primarily through Section 208 Areawide Planning. The Management of Urban Non-Point Pollution (MUNP) model was developed to estimate the accumulation of eight non-point pollutants on urban streets, their removal by both rainfall and street sweeping operations. The model can simulate the following pollutants: total solids or sediment-like material, volatile solids, five-day biochemical oxygen demand, chemical oxygen demand, Kjeldahl nitrogen, nitrates, phosphates, and total heavy metals. The simulated results can be used for investigation of non-point pollution management alternatives. The model is capable of reflecting variation in such diverse factors as physical and chemical characteristics of accumulated pollutants, land use characteristics, rainfall characteristics, street sweeper characteristics, roadway characteristics, and traffic conditions. By using mean estimates of many input variables for large segments of a city, the MUNP model could be used to quickly assess the magnitude of pollutants annually entering receiving waterways due to nonpoint source pollution alone. If the results indicate that non-point pollution loadings are sizeable and require futher analysis, the MUNP model could be used to define the specific nonpoint source pollution areas within a city. Hypothetical locations and actual rainfall data for Washigton D.C. were used to demonstrate some capabilities of the MUNP model.     

RATES OF RECENT SEDIMENTATION IN LAKE PEPIN1

ABSTRACT: Sedimentation rates since 1954 in Lake Pepin, as determined from the content of fallout cesium-137 in the sediment profile, have exceeded 2.5 cm/yr in the upper part of the lake. These rates, although somewhat less than those of the previous half century (1895–1954), are sufficiently large that the upstream portion of Lake Pepin is threatened with conversion to a marsh within a century. The density of the sediments measured increased with depth in the sampled profile from 1.1 to 1.2 g/ml at the sediment surface to 1.4 to 1.5 g/ml at 2- or 3-m depth. There was little or no change in the patterns of textural composition or density of the sediment profile with depth and age over the past 80 to 150 years.     

Distribution verticale des euphausiacés (crustacés) dans les courants équatoriaux de l'Océan Pacifique

This paper examines data obtained from 80 stations in the Equatorial Pacific Ocean; material was collected with a 10 foot Isaacs-Kidd midwater trawl (IKMT), an opening-closing Omori larval net (LN) and a neuston surface net. The smaller fauna (average length <10 mm) appears to remain permanently in the 0 to 160 m water layer. As far as larger fauna is concerned, by night 86 % of the euphausiids occur in the 0 to 160 m water layer, 11 % between 160 and 300 m, and 3 % in deeper water layers. In terms of biomass, these percentages are 75, 19 and 6 %, respectively, suggesting that larger animals tend to dwell in deeper water layers. The vertical distributions of the larger species by night fall into 4 main types: (1) nearly all individuals occur inside or above the thermocline (i.e., 0 to 160 m): Thysanopoda tricuspidata, T. aequalis, Stylocheiron carinatum, Euphausia diomedae, E. paragibba, E. tenera; (2) species occupy the 0 to 300 m layer, some animals crossing the thermocline and others not: S. affine, Nematoscelis microps, T. pectinata, T. monacantha, T. orientalis, S. abbreviatum, Nematoscelis gracilis, Nematobrachion flexipes; (3) whole populations remain under the thermocline (160 to 300 m): S. longicorne, S. maximum, Nematoscelis tenella; (4) deep-living species (300 to 800 m): S. elongatum, T. cristata, Nematobrachion boopis, Bentheuphausia amblyops. The specific composition of the fauna of the various layers has been deduced from these considerations. For 9 species it is evident that older individuals tend to live deeper than the younger stages. The duration of the nocturnal stay in subsurface layers, as well as the upper diurnal limits of the species, have been estimated from a series of consecutive tows. Occurrence of the larger fauna (>10 mm average length) can be considered as quantitatively negligible during daytime hours in the 0 to 200 m water layer, except where swarming occurs. The data have been used to establish whether species belong to migrant or non-migrant types, and to determine the vertical ranges of their distributions.     

Biodegradation of Fuel Oil Under Laboratory and Arctic Marine Conditions

The aerobic biodegradation of the components of a fuel oil under Arctic summer conditions follows a pattern that is indistinguishable from that exhibited under temperate conditions. Straight chain alkanes and small aromatics are degraded first, followed by branched alkanes and larger and alkylated aromatics. We present data on the biodegradation of heptadecane as a representative n-alkane, pristane as a representative iso-alkane, and naphthalene, phenanthrene, and chrysene and their alkylated forms as representative two-, three- and four-ring aromatic hydrocarbons. In particular, the pattern of degradation of the alkylated aromatics allows the identification of biodegradation in samples collected from the field and the estimation of the extent of biodegradation that occurred in the In-Situ Treatment of Oiled Sediment Shorelines Field Trials.     

Best available techniques (BAT) for the fruit and vegetable processing industry

Best available techniques (BAT) are an important reference point in the environmental permit regulation for industrial installations in the European Union Member States, which have to implement the integrated pollution prevention and control (IPPC)-directive (96/61/EC). BAT correspond to the techniques and organisational measures with the best overall environmental performance that can be introduced at a reasonable cost. In the Flanders part of Belgium, BAT are usually determined at the sector level. The ‘Fruit and Vegetable Processing Industry’ [BAT for Fruit and Vegetable Processing Industry. Gent, Belgium: Academia Press, 1999] is one of the industries for which a BAT report has been drafted. In this paper, the main results of this study are presented. Special attention is given to the use of high quality water¹, as this is the key environmental issue of the industry.