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The growing concerns over desertification have spurred research into technologies aimed at acquiring water from nontraditional sources such as dew, fog, and water vapor. Some of the most promising developments have focused on improving designs to collect water from fog. However, the absence of a shared framework to predict, measure, and compare the water collection efficiencies of new prototypes is becoming a major obstacle to progress in the field. We address this problem by providing a general theory to design efficient fog collectors as well as a concrete experimental protocol to furnish our theory with all the necessary parameters to quantify the effective water collection efficiency. We show in particular that multilayer collectors are required for high fog collection efficiency and that all efficient designs are found within a narrow range of mesh porosity. We support our conclusions with measurements on simple multilayer harp collectors.

Sludge is a by-product of municipal wastewater treatment plants (WWTPs) and its management contributes significantly to the operating costs. Large WWTPs usually have anaerobic sludge digesters to valorize sludge as methane and to reduce its mass. However, the low methane market price opens the possibility for generating other high value-added products from the organic matter in sludge, such as polyhydroxyalkanoates (PHAs). In this work, the economic feasibility of retrofitting two types of WWTPs to convert them into biofactories of crude PHAs was studied. Two cases were analyzed: (a) a large WWTP with anaerobic sludge digestion, and (b) a small WWTP where sludge is only dewatered. In a two-stage PHA-production system (biomass enrichment plus PHAs accumulation), the minimum PHAs cost would be 1.26 and 2.26 US$/kg PHA-crude for the large and small WWTPs, respectively. In a single-stage process, where a fraction of the secondary sludge (25%) is directly used to accumulate PHAs, the production costs would decrease by around 15.9% (small WWTPs) and 19.0% (large WWTPs), since capital costs associated with bioreactors decrease. Sensitivity analysis showed that the PHA/COD (Chemical Oxygen Demand) yield is the most crucial parameter affecting the production costs. The energy, methane, and sludge management prices also have an essential effect on the production costs, and their effect depends on the WWTP&rsquo, s size.

The difficulty to estimate the mechanical properties of the tympanic membrane (TM) is a limitation to understand the sound transmission mechanism. In this paper, based on finite element calculations, the sensitivity of the human hearing system to these properties is evaluated. The parameters that define the bending stiffness properties of the membrane have been studied, specifically two key parameters: Young’s modulus of the tympanic membrane and the thickness of the eardrum. Additionally, it has been completed with the evaluation of the presence of an initial prestrain inside the TM. Modal analysis is used to study the qualitative characteristics of the TM comparing with vibration patterns obtained by holography. Higher-order modes are shown as a tool to identify these properties. The results show that different combinations of elastic properties and prestrain provide similar responses. The presence of prestrain at the membrane adds more uncertainty, and it is pointed out as a source for the lack of agreement of some previous TM elastic modulus estimations.

This paper presents the analysis and discussion about different effects of the external auditory canal (EAC) geometry on the response of the human hearing system. Simulation has been made by means of 3D finite element models which included EAC and a model of the ossicular‐eardrum system. Different EAC geometries were constructed, coupled to a middle ear model validated in previous works. The EAC geometry is based on anatomical measurements taken from the literature. The relative position and orientation of the tympanic membrane and section reduction of the canal at the isthmus were studied and analyzed with a harmonic analysis. A sound pressure level of 90 dB was applied at the canal entrance and through fluid‐structure coupling, the pressures in the umbo and the displacements of umbo and stapes footplate were measured in a frequency range from 100 Hz to 20000 Hz.

The behaviour of the cochlea as sound transducer is extraordinary complex; acoustical and electromechanical active mechanisms are presents making difficult to analyze the influence of each one separately. An alternative to approach this problem is the use of physical models or numerical models. In the present paper, the acoustical behavior of the system has been evaluated by means of a combination of both ways. A hydrodynamic model (Labyrinth Hydrodynamic Model (LHM)), that fits the principal properties of the human real labyrinth, vestibulum and cochlea volumes, was built and tested [R. Urquiza, 2008]. Additionally a Finite Elements Model (FEM) of this device was developed and used to simulate its behaviour. This work analyzes and discusses the influence of the main parameters on its acoustic response.

The study has been developed by means of a FEM of the middle ear. This model was previously validated with experimental data. It is composed by the tympanic membrane, osicular chain, ligaments and tendons support. The cochlear load is simulated with a mechanical equivalent system (damper-mass-damper), and the properties values of materials are taken from the literature according to commonly accepted values [Caminos, 2011]. A sound presure level of 80 dB is applied on the tympanic membrane and the stape footplate velocity is calculated using a harmonic analisys in a frecuency range from 100 to 10 KHz. SVFT is the ratio between the stape footplate velocity and pressure over the tympanic membrane. This parameter is directly proportional to the middle ear acoustic admittance. It is calculated with different values of eardrum Young´s modulus (YM), in the frequency range studied.

In the 30°–36°S section of the Andean Cordillera the pre-Andean basement is composed by metamorphic, igneous, and sedimentary rocks of Precambrian, Paleozoic and Lower Triassic ages. They crop out in the morphostructural units named from east to west: Sierras Pampeanas, Precordillera, Cordillera Frontal and Bloque de San Rafael in Argentina, and Cordillera de la Costa in Chile. Isotopic age determinations of the metamorphic rocks indicate a migration of the metamorphic events from east to west, such as: Precambrian to Lower Paleozoic ages (900 m.y. and 650–400 m.y.) in the Sierras Pampeanas; Lower Paleozoic ages (about 500 m.y.) in the Precordillera and Cordillera Frontal; and Upper Paleozoic to Lower Triassic (?) ages (340-210 m.y.) in the Cordillera de la Costa. These metamorphic belts contain a large variety of mafic and ultramafic rocks. The distribution of the pre-Andean granitoids show no apparent chronological zonation. However, the plutonic activity persisted until the Lower Carboniferous in the Sierras Pampeanas; to the Lower Triassic in the Cordillera Frontal and Precordillera, associated with an important vulcanism which also develops in the Bloque de San Rafael; and until the Jurassic in the Cordillera de la Costa.