Stimulation of the acoustico-lateralis system of clupeid fish by external sources and their own movements

1993 ◽  
Vol 341 (1296) ◽  
pp. 113-127 ◽  

1. The receptor organs of the acoustico-lateralis system in fish respond in various ways to pressures and pressure gradients and provide the fish with information about external sources of vibration. 2. A fish’s movements will set up pressures and pressure gradients and this poses three questions, (i) Can a fish obtain useful information from self-generated pressures and pressure gradients? (ii) To what extent do self-generated pressures mask signals from external sources? (iii) Can interactions between external and self-generated pressures and gradients in the acoustico-lateralis system give patterns of activity from the receptor organs which have special significance? 3. In herring ( Clupea harengus L. ) and sprat ( Spratus sprattus (L.)) measurements have been made of dimensions of various parts of the acoustico-lateralis system particularly of the subcerebral perilymph canal which crosses the head between the lateral lines. 4. Self-generated pressures produced by lateral movements of the head are antisymmetric, i.e. equal and opposite in sign on the left and right sides of the head. They oppose the accelerations of the head that produce them. In contrast, external sources give pressures that are largely symmetric. Any pressure gradients they give will accelerate the fish and the surrounding water together and any net pressure gradients will be small and so will any flows through the subcerebral perilymph canal. 5. Flows of liquid between the lateral lines across the lateral-recess membranes have been measured at various frequencies for pressure gradients applied across the head. Between 5 and 200 Hz the velocity of flow per unit pressure does not vary by more than than a factor of 2. At low frequencies the absolute values of flow are very much larger (more than 50 times) than those found for equally large symmetrically applied pressures (as from an external source) due to flow into the elastic gas containing bullae. 6. It is calculated that a net pressure difference (at optimum frequency) across the head of only 0.008 Pa will reach threshold for the lateral line neuromast nearest the lateral recess and one of 0.02 Pa for that under the eye. The responses of these neuromasts are expected to saturate and provide little information when the pressure differences across the head exceed 6 to 18 Pa. The pressures given by the swimming fish are discussed in the light of a theory advanced by Lighthill in the paper that follows this paper. With such antisymmetric pressures the direction of flow in the lateral-line canals will be towards the lateral recess on one side of the fish and away on the other and so differ from the situation found with an external source when flow at any instant will be either towards or away from the lateral recess on both sides of the head. 7. Antisymmetric pressures can produce large flows past the utricular maculae. However, at low frequencies flows across the maculae, on which their stimulation depends, will be small. We do not know the direction of these latter flows though they will be in opposite sense on the two sides of the head, again unlike the situation with an external source. 8. Calculations of impedances below 30 Hz show that the observed flows across the head are consistent with the dimensions and properties of the known structures. 9. There are major and systematic differences in the patterns of receptor organ stimulation between those expected from external sources and from a fish’s own movements. 10. Experiments on the red mullet ( Mullus surmuletus L.) showed that it too has a transverse channel connecting the right and left lateral-line systems. At low frequencies its properties resemble those of the subcerebral perilymph canal of the clupeid.

Author(s):  
E. J. Denton ◽  
J. A. B. Gray ◽  
J. H. S. Blaxter

The mechanical responses of several structures in the auditory and lateral-line systems of the sprat Sprattus sprattus(L.) and the herringClupea harengus L. to oscillatory pressure changes have been observed over a range of frequencies from 0·014 t0 2600 Hz. The pressures required to give constant responses of the bulla membrane, and the lateral recess membrane varied relatively little between 0·014 and 1000 Hz; above 1000 Hz the sensitivity fell quickly as frequency increased.


1985 ◽  
Vol 226 (1244) ◽  
pp. 249-261 ◽  

Some pelagic decapod crustaceans have long trailing antennal ‘flagella’, the distal parts of which are heavily setosed. In these distal parts some setae form tubes known to contain mechanoreceptors and so resemble the lateral lines of many common fishes. We have studied some of the mechanical properties of these specialized flagella from animals of the families Sergestidae and Penaeidae. Both proximal and distal parts of the flagella are flexible at right angles to their lengths but behave like rigid bodies longitudinally. This means that when the animal is exposed to vibrations in the surrounding sea water the distal parts behave, at all frequencies greater than about 1 Hz, as if they are, in the planes perpendicular to the axes of the proximal parts, mechanically independent of the animal’s body. The way in which the ratio of the displacements of the mechanoreceptors in the distal parts of the flagellum and the displacements of the sea water outside the flagellum changes with frequency was found. This resembles that found for some fish lateral lines. From these results it seems that these crustaceans have two ‘lateral lines’ widely spaced from the animal’s body and mechanically independent of the body. For such a system the patterns of excitation of the mechano­receptors of the flagella will change in an even more dramatic way with change in position of an external source of vibration than will be the case for fish lateral lines. We have calculated such changes in pattern for a few simple spatial dispositions of a vibrating source and a crustacean of this kind.


Author(s):  
Flavio D. Szekut ◽  
Carlos A. V. de Azevedo ◽  
Marcio A. V. Boas ◽  
Thiago Zuculotto

ABSTRACT The operation of drip lateral lines is affected by the topography of the irrigated area and represent, depending on the type of water applied, changes in the discharge characteristics of the emitters. The research had as objective to evaluate the hydraulic performance of built-in labyrinth drippers, non-pressure compensating, with different waters and slopes of the lateral lines. The experiment was carried out on a test bench and consisted of a randomized block design with split-plots: first factor with four types of water, representing the plots: clean water, water with fertilizers, cassava starch wastewater and poultry slaughterhouse wastewater; second factor with slopes of the lateral line, constituting the sub-plots: upslope, level and downslope. The experimental statistics consisted of analysis of variance with subsequent simple-effect analysis and Tukey test at 0.05 probability level to compare the means of dripper flow rates. Quality control statistics was performed using Shewhart’s control charts with interpretations based on upper and lower control limits, as well as non-random pattern recognition. Waters of inferior quality modified the flow rates of the tested drippers regardless of the variation of internal pressure caused by the slope of the lateral line. Water with fertilizer (300 mg L-1) obtained the best conditions of temporal irrigation quality verified by the control charts. Irrigation with poultry slaughterhouse wastewater obtained the same flow rates in all slopes. Cassava starch wastewater caused the lowest flow rates among all the waters.


1990 ◽  
Vol 33 (2) ◽  
pp. 157-177 ◽  
Author(s):  
Daniel R. Muhs ◽  
Charles A. Bush ◽  
Kathleen C. Stewart ◽  
Tracy R. Rowland ◽  
Russell C. Crittenden

AbstractMost previous workers have regarded the insoluble residues of high-purity Quaternary limestones (coral reefs and oolites) as the most important parent material for well-developed, clay-rich soils on Caribbean and western Atlantic islands, but this genetic mechanism requires unreasonable amounts of limestone solution in Quaternary time. Other possible parent materials from external sources are volcanic ash from the Lesser Antilles island arc and Saharan dust carried across the Atlantic Ocean on the northeast trade winds. Soils on Quaternary coral terraces and carbonate eolianites on Barbados, Jamaica, the Florida Keys (United States), and New Providence Island (Bahamas) were studied to determine which, if either, external source was important. Caribbean volcanic ashes and Saharan dust can be clearly distinguished using ratios of relatively immobile elements (Al2O3/TiO2, Ti/Y, Ti/Zr, and Ti/Th). Comparison of these ratios in 25 soils, where estimated ages range from 125,000 to about 870,000 yr, shows that Saharan dust is the most important parent material for soils on all islands. These results indicate that the northeast trade winds have been an important component of the regional climatology for much of the Quaterary. Saharan dust may also be an important parent material for Caribbean island bauxites of much greater age.


2015 ◽  
Vol 16 (4) ◽  
pp. 418-464 ◽  
Author(s):  
THOMAS EITER ◽  
MICHAEL FINK ◽  
GIOVAMBATTISTA IANNI ◽  
THOMAS KRENNWALLNER ◽  
CHRISTOPH REDL ◽  
...  

AbstractAs software systems are getting increasingly connected, there is a need for equipping nonmonotonic logic programs with access to external sources that are possibly remote and may contain information in heterogeneous formats. To cater for this need,hexprograms were designed as a generalization of answer set programs with an API style interface that allows to access arbitrary external sources, providing great flexibility. Efficient evaluation of such programs however is challenging, and it requires to interleave external computation and model building; to decide when to switch between these tasks is difficult, and existing approaches have limited scalability in many real-world application scenarios. We present a new approach for the evaluation of logic programs with external source access, which is based on a configurable framework for dividing the non-ground program into possibly overlapping smaller parts called evaluation units. The latter will be processed by interleaving external evaluation and model building using an evaluation graph and a model graph, respectively, and by combining intermediate results. Experiments with our prototype implementation show a significant improvement compared to previous approaches. While designed forhex-programs, the new evaluation approach may be deployed to related rule-based formalisms as well.


2012 ◽  
Vol 19 (4) ◽  
pp. 267-282 ◽  
Author(s):  
Umberto Berardi

This paper focuses on the limits of measurement of the sound insulation of building façades at low frequencies. Three standard methods are compared mainly for the position of the equipment. In particular, the positions proposed by the international standard ISO 140-5 and the national standards ASTM E 966 (USA) and JIS A 1430 (Japan) are considered. The limits of measurement of the sound pressure level in front of the façade are investigated. Different placements of the external source and receiver are considered. Moreover, different placements of the receiver inside small rooms are compared by focusing on corner vs. center room positions. The uncertainties of room averaged sound pressure levels measured according to different standards are discussed. The problems of measurement of the reverberation time in small rooms and of sound insulation in irregular shaped rooms are introduced because these measurements present several critical challenges. Finally, suggestions to improve the future version of the ISO 140-5 are reported.


Author(s):  
J. Mørup Jørgensen

The lateral-line system of water-living lower vertebrates is provided with mechanoreceptors enabling the animals to detect water displacements, either caused by moving objects such as prey, predators or neighbours in a school or by deformations of pressure waves from the swimming animal caused by other objects. Cyclostomes, some fish and water–living amphibians have their lateral-line organs situated superficially in the epidermis as free neuromasts, while most fish besides these neuromasts possess a canal system in the dermis. Ordinarily the lateral line canal system consists of a few canals on the sides of the head and a trunk canal. In herring, however, the canal system is confined to the head and opercule. It forms a very richly branched system with numerous pores which connect the canal fluid with the surrounding sea water.


2018 ◽  
Vol 15 (3) ◽  
pp. 190-198
Author(s):  
Intan Shaferi ◽  
Rio Dhani Laksana ◽  
Sugeng Wahyudi

Financial resources have become one of the funding policies considered by companies. The financial resources can come from internal and external sources. Leverage is used as one of the policies to get external source of funds. By using leverage, companies have additional funds that can be used for their operations and investments. When a company decided to use leverage as a financing policy, it is expected to get enough funds to finance its business. Raising the funds will lead to better company’s financial performance. However, on the other hand, by raising funds, the company also needs to consider the risks. Thus, leverage is related to risk. Then, risk is one of the considerations for investors to think about.This research aims to examine the effect of risk leverage and hopefully can give illustration for investors in analyzing the risks of investors’ preferences. Besides, other variables used are size and profitability. These two variables are also the ground for considering risks. With pooled data analysis, this research was conducted on manufacturing companies listed on the Indonesia Stock Exchange during the five-year period from 2012 until 2016. The result shows that leverage, profitability and size have significant effects on risk.


Author(s):  
Vijay Sahu ◽  
Jeet Raj ◽  
Sanket Kolambe ◽  
. Aman

A technical report was conducted for checking performance assessment of drip irrigation system which was used for cultivating tomato in premises of the Centre of Excellence Protected Cultivation, Raipur (Chhattisgarh). A uniformity coefficient was found for drip irrigation system which ranges from 73.2 % to 83.6%. The coefficient of variance varies between 0.0055 to 0.0068 for the measured discharges of four laterals laid in the field. It shows that there is the least variation between the obtained flow rates of different laterals under study. The application efficiency of four different lateral lines operating at a pressure of 1.25 kg/cm2 was calculated and it found to be more than 90.00 %, excluding lateral line (L2). Almost same amount of flow variation (8-9%) is found in lateral lines L1, L3 and L4, although Lateral line (L2) discharges 11.00 % more water among others. The maximum flow variation was found for the lateral line (L3) and the least flow variation was for the lateral line (L1). The distribution efficiency of all the laterals was found more than 97.45 %.


Irriga ◽  
2019 ◽  
Vol 1 (1) ◽  
pp. 8-17
Author(s):  
Victor Buono da Silva Baptista ◽  
Alberto Colombo ◽  
Thiago Henrique Burgarelli Teixeira ◽  
Pietros André Balbino dos Santos ◽  
Adriano Valentim Diotto ◽  
...  

INFLUÊNCIA DO CANHÃO FINAL NA DISTRIBUIÇÃO DE PRESSÃO E VAZÃO DA LINHA LATERAL DE UM PIVÔ CENTRAL     VICTOR BUONO DA SILVA BAPTISTA1; ALBERTO COLOMBO2; THIAGO HENRIQUE BURGARELLI TEIXEIRA3; PIETROS ANDRÉ BALBINO SANTOS4; ADRIANO VALENTIM DIOTTO5 E LESSANDRO COLL FARIA6   1  Professor Assistente, Departamento de Engenharia, Universidade Federal de Lavras, Campus Universitario, s/n, Caixa Postal 3034, CEP 37200-000, Lavras, MG, Brasil. Email: [email protected] 2  Professor Titular, Departamento de Recursos Hídricos e Saneamento, Universidade Federal de Lavras, Campus Universitario, s/n, Caixa Postal 3034, CEP 37200-000, Lavras, MG, Brasil. Email: [email protected] 3  Doutorando, Programa de Pós-graduação em Recursos Hídricos, Universidade Federal de Lavras, Campus Universitario, s/n, Caixa Postal 3034, CEP 37200-000, Lavras, MG, Brasil. Email:  [email protected] 4  Doutorando, Programa de Pós-graduação em Recursos Hídricos, Universidade Federal de Lavras, Campus Universitario, s/n, Caixa Postal 3034, CEP 37200-000, Lavras, MG, Brasil. Email: [email protected] 5  Professor Adjunto, Departamento de Recursos Hídricos e Saneamento, Universidade Federal de Lavras, Campus Universitario, s/n, Caixa Postal 3034, CEP 37200-000, Lavras, MG, Brasil. Email: [email protected] 6  Professor Associado, Centro de Desenvolvimento Tecnológico, Universidade Federal de Pelotas, Rua Gomes Carneiro, Centro, CEP 96010-610, Pelotas, RS, Brasil. Email: [email protected]     1 RESUMO   O objetivo deste trabalho foi analisar a influência da presença do canhão final, com diferentes vazões, na distribuição de pressão e vazão da linha lateral de um sistema de irrigação do tipo pivô central utilizando o simulador hidráulico EPANET em comparação com um modelo analítico. Foram realizadas simulações de uma linha lateral do pivô central, localizado em Lavras/MG, com a inserção de um canhão final fictício de altas vazões. Houve também a diminuição do diâmetro da linha lateral, visando provocar maior perda de carga. Os resultados obtidos pelo EPANET foram comparados com resultados determinados a partir de um método analítico. Dessa forma, este estudo demonstrou a influência do acréscimo de vazão na distribuição de pressão da linha lateral do pivô central, devido à presença do canhão final. Os resultados também demonstraram a qualidade da simulação hidráulica do EPANET, que apresentou desvio relativo máximo de 1% em relação ao método analítico.   Keywords: simulação hidráulica, distribuição de pressão, EPANET, modelagem.     BAPTISTA, V. B. S.; COLOMBO, A.; TEIXEIRA, T. H. B.; SANTOS, P. A. B.; DIOTTO, A. V.; FARIA, L. C. INFLUENCE OF END GUN IN THE PRESSURE AND FLOW RATE DISTRIBUTION OF A CENTER PIVOT LATERAL LINES     2 ABSTRACT   The aim of this work was to analyze the influence of the presence of the end gun, with different flow rates, on the pressure distribution and lateral line flow of a center pivot irrigation system using the EPANET hydraulic simulator compared to an analytical model. Simulations were performed on center pivot lateral line located in Lavras/MG. In the simulations was inserted an end gun operating under high flow. There was also decrease lateral line diameter aiming to cause greater head loss. The results obtained were compared with the use of EPANET parameters and with an analytical method. Thus, this study showed the influence from flow increase in the pressure distribution of the pivot lateral line, since there was an end gun in the end of the lateral. The results also demonstrated a satisfied estimative of EPANET's hydraulic theory.   Keywords: hydraulic simulation, pressure distribution, EPANET, modeling.


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