Nutrient enrichment effect on macroinvertebrates in a lowland stream of Argentina

ABSTRACT One of the most important effects derived from the intensive land use is the increase of nutrient concentration in the aquatic systems due to superficial drainage. Besides, the increment of precipitations in South America connected to the global climate change could intensify these anthropic impacts due to the changes in the runoff pattern and a greater discharge of water in the streams and rivers. The pampean streams are singular environments with high natural nutrient concentrations which could be increased even more if the predictions of global climate change for the area are met. In this context, the effect of experimental nutrient addition on macroinvertebrates in a lowland stream is studied. Samplings were carried out from March 2007 to February 2009 in two reaches (fertilized and unfertilized), upstream and downstream from the input of nutrients. The addition of nutrients caused an increase in the phosphorus concentration in the fertilized reach which was not observed for nitrogen concentration. From all macroinvertebrates studied only two taxa had significant differences in their abundance after fertilization: Corbicula fluminea and Ostracoda. Our results reveal that the disturbance caused by the increase of nutrients on the benthic community depends on basal nutrients concentration. The weak response of macroinvertebrates to fertilization in the pampean streams could be due to their tolerance to high concentrations of nutrients in relation to their evolutionary history in streams naturally enriched with nutrients. Further research concerning the thresholds of nutrients affecting macroinvertebrates and about the adaptive advantages of taxa in naturally eutrophic environments is still needed. This information will allow for a better understanding of the processes of nutrient cycling and for the construction of restoration measures in natural eutrophic ecosystems.

Stream Radio Community : comunitat web per la difusió de radio via streaming

Desenvolupament d'una aplicació web amb projecció a comunitat virtual d’usuaris, que també integra un sistema de transmissió de streaming. Mitjançant aquest sistema els usuaris són capaços d’emetre o d’escoltar un programa radiofònic en temps real o offline.

Sulfur and strontium isotope composition of the Llobregat River (NE Spain): Tracers of natural and anthropogenic chemicals in stream waters

The use of sulfur and strontium isotopes as tracers for the source/s of water contaminants have been applied to the water of the Llobregat River system (NE Spain). Surface water samples from June 1997 were collected from the Llobregat River and its main tributaries and creeks. The chemistry of most stream waters are controlled mainly by the weathering of Tertiary chemical sediments within the drainage basin. The largest variation in delta(34)S values were found in the small creeks with values ranging from -9.9 to 15parts per thousand, whilst in the main river channels values ranged from 6.3 to 12.4parts per thousand. The Sr-87/Sr-86 ratio for dissolved strontium ranged from 0.70795 for a non-polluted site to 0.70882 for a polluted one. Most of the waters with high NO3 and low Ca/Na ratio converge to the same Sr-87/Sr-86 value, pointing to dominant pollutant end member contribution or a mixing of pollutants with an isotopic composition around 0.7083-0.7085. Although the concentration of the natural inputs in the river for sulfate and strontium are high, as a result of the sulfate outcrops within the geology of the basin, their isotopic characteristics suggest that they can be used as a discriminating device in water pollution problems. However to establish the detailed characteristics of the isotopes as geochemical tools, specific high-resolution case studies are necessary in small areas, where the inputs are well known.

Transfer of MPEG-2 Transport Stream over MPLS

This study examines how MPEG-2 Transport Stream, used in DVB-T video transmission, can be reliably and efficiently transferred to remote locations over an MPLS network. All the relevant technologies used in this scenario are also discussed in the study. This study was done for Digita Oy, which is a major radio and television content distributor in Finland. The theoretical part of the study begins with the introduction to MPLS technology and continues with explanation of IP Multicast and its components. The fourth section discusses MPEG-2 and the formation and content of MPEG-2 Transport Stream. These technologies were studied in relevant literature and RFC documentation. After the theoretical part of the study, the test setup and the test cases are presented. The results of the test cases, and the conclusions that can be drawn based on them, are discussed in the last section of the study. The tests showed that it is possible to transfer digital video quite reliably over an MPLS network using IP Multicast. By configuring the equipment correctly, the recovery time of the network in case of a failure can be shortened remarkably. Also, the unwanted effect of other traffic on the critical video traffic can be eliminated by defining the Quality of Service parameters correctly. There are, however, some issues that need to be tested further before this setup can be used in broadcast networks. Reliable operation of IP Multicast and proper error correction are the main subjects for future testing.

Farmers Creek: Our Stream Needs Your Help, 2006

Pollution from sediment and nutrients has hurt Farmers Creek’s fish population and placed the stream on the state’s impaired waters list. If we want to give our children and grandchildren clean water for drinking, swimming and fishing – we need to act now.

River and Stream Health in Iowa, 2001

A report by the Iowa Department of Natural Resources on how the health of Iowa's River and Stream are today.

Biomass estimation of Triplectides egleri Sattler (Trichoptera, Leptoceridae) in a stream at Ducke Reserve, Central Amazonia

ABSTRACT Biomass is a fundamental measure for understanding the structure and functioning (e.g. fluxes of energy and nutrients in the food chain) of aquatic ecosystems. We aim to provide predictive models to estimate the biomass of Triplectides egleri Sattler, 1963, in a stream in Central Amazonia, based on body and case dimensions. We used body length, head-capsule width, interocular distance and case length and width to derive biomass estimations. Linear, exponential and power regression models were used to assess the relationship between biomass and body or case dimensions. All regression models used in the biomass estimation of T. egleri were significant. The best fit between biomass and body or case dimensions was obtained using the power model, followed by the exponential and linear models. Body length provided the best estimate of biomass. However, the dimensions of sclerotized structures (interocular distance and head-capsule width) also provided good biomass predictions, and may be useful in estimating biomass of preserved and/or damaged material. Case width was the dimension of the case that provided the best estimate of biomass. Despite the low relation, case width may be useful in studies that require low stress on individuals.

Efeito da densidade de plantas e da adubação NPK na produção inicial de palmito de pupunheira

Avaliaram-se os efeitos da densidade de plantas e doses de adubação na produção de palmito de pupunheira, em condições de campo, na Fazenda Yuricam, Rio Preto da Eva (AM). O delineamento experimental foi de blocos casualizados com três repetições, com os tratamentos em arranjo fatorial 3 x 5, sendo avaliados os fatores: densidade de plantas (10.000; 5.000 e 3.333 plantas ha-1) e doses de adubação NPK (0-0-0; 112,5-12,5-90; 337,5-38-270; 225-90-180, 225-25-180 em kg ha-1 de N, P2O5 e K2O, respectivamente). Os resultados do primeiro ano de produção de palmito, em termos de estipes colhidas, para efeito das doses de adubação NPK, foram: 225-90-180 (66 %); 225-25-180 (57 %); 337,5-38-270 (50 %); 112,5-12,5-90 (26 %); 0-0-0 (1 %) - os números entre parênteses indicam os percentuais de plantas coletadas em relação às plantadas - e para efeitos de densidade: 3.333 plantas ha-1 (58 %); 5.000 plantas ha-1 (28 %); 10.000 plantas ha-1 (40 %). O tempo médio para extração de palmito foi menor na densidade de 3.333 plantas ha-1 (18,4 meses) e na dose de adubação NPK de 225-90-180 (18,1 meses). O efeito simples da adubação NPK dentro da densidade de 10.000 plantas ha-1 com a adubação 225-90-180 e 225-25-180 apresentou maior produção de palmito, com 841 e 779 kg ha-1, e de 1.154 e 1.223 kg ha-1 de estipe tenro, respectivamente, nas duas adubações.

Lodo de esgoto e produção de palmito em pupunheira

O uso agrícola do lodo de esgoto vem se mostrando como opção para reduzir impactos ambientais e poluição das águas. No entanto, há necessidade de se adequar dose e freqüência de aplicação para cada cultura. Durante 40 meses, foram avaliados, em experimento de campo instalado em Ubatuba (SP), os efeitos de doses de lodo de esgoto sobre a precocidade de colheita e a produção de palmito de pupunheira. Foram testadas quatro doses anuais de lodo, correspondentes a 0, 0,5, 1,0 e 2,0 vezes a quantidade de nitrogênio recomendada para o cultivo, sob delineamento de blocos ao acaso. A primeira aplicação foi efetuada no sulco de plantio durante a instalação do experimento (seis repetições), enquanto as demais foram realizadas anualmente, em superfície ou incorporadas nas entrelinhas da cultura (três repetições cada). Adubações complementares com cloreto de potássio e ácido bórico foram efetuadas trimestralmente, para corrigir deficiências. Utilizaram-se mudas inermes do ecótipo, com 10 meses de idade e densidade de plantio de 5.000 plantas ha-1. As respostas das plantas às doses de lodo foram avaliadas mensalmente, por meio de caracteres diretamente relacionados à precocidade de colheita e à produção de palmito. Houve resposta linear positiva de acordo com as doses empregadas para todos os caracteres avaliados. O uso de lodo de esgoto no sulco de plantio antecipou a primeira colheita de palmito em mais de três meses, quando comparadas dose máxima e testemunha. Não houve diferenças significativas entre as duas formas de aplicação de lodo. O número de hastes colhidas por ano e por planta variou de 0,45 a 1,04, de acordo com as doses aplicadas. A produção média anual de palmito variou de 0,82 a 1,65 t ha-1 ano-1 e de 0,87 a 1,39 t ha-1 ano-1 de resíduo basal, com aumento proporcional ao das doses de lodo de esgoto. Concluiu-se então que o uso de lodo de esgoto no cultivo da pupunheira é viável e atende, em parte, às necessidades da cultura.

Design Manual for Low Water Stream Crossings, October 1983

The purpose of this manual is to provide design guidelines for low water stream crossings (LWSCs). Rigid criteria for determining the applicability of a LWSC to a given site are not established since each site is unique in terms of physical, social, economic, and political factors. Because conditions vary from county to county, it is not the intent to provide a "cook-book" procedure for designing a LWSC. Rather, engineering judgment must be applied to the guidelines contained in this manual.

Low Water Stream Crossing: Design and Construction Recommendations, December 2001

Most counties have bridges that are no longer adequate, and are faced with large capital expenditure for replacement structures of the same size. In this regard, low water stream crossings (LWSCs) can provide an acceptable, low cost alternative to bridges and culverts on low volume and reduced maintenance level roads. In addition to providing a low cost option for stream crossings, LWSCs have been designed to have the additional benefit of stream bed stabilization. Considerable information on the current status of LWSCs in Iowa, along with insight of needs for design assistance, was gained from a survey of county engineers that was conducted as part of this research (Appendix A). Copies of responses and analysis are included in Appendix B. This document provides guidelines for the design of LWSCs. There are three common types of LWSCs: unvented ford, vented ford with pipes, and low water bridges. Selection among these depends on stream geometry, discharge, importance of road, and budget availability. To minimize exposure to tort liability, local agencies using low water stream crossings should consider adopting reasonable selection and design criteria and certainly provide adequate warning of these structures to road users. The design recommendations included in this report for LWSCs provide guidelines and suggestions for local agency reference. Several design examples of design calculations are included in Appendix E.

Low Water Stream Crossing: Design and Construction Recommendations, Decemeber 2001

Most counties have bridges that are no longer adequate, and are faced with large capital expenditure for replacement structures of the same size. In this regard, low water stream crossings (LWSCs) can provide an acceptable, low cost alternative to bridges and culverts on low volume and reduced maintenance level roads. In addition to providing a low cost option for stream crossings, LWSCs have been designed to have the additional benefit of streambed stabilization. Considerable information on the current status of LWSCs in Iowa, along with insight of needs for design assistance, was gained from a survey of county engineers that was conducted as part of this research (Appendix A). Copies of responses and analysis are included in Appendix B. This document provides guidelines for the design of LWSCs. There are three common types of LWSCs: unvented ford, vented ford with pipes, and low water bridges. Selection among these depends on stream geometry, discharge, importance of road, and budget availability. To minimize exposure to tort liability, local agencies using low water stream crossings should consider adopting reasonable selection and design criteria and certainly provide adequate warning of these structures to road users. The design recommendations included in this report for LWSCs provide guidelines and suggestions for local agency reference. Several design examples of design calculations are included in Appendix E.