Digestibilidad in vitro de la biomasa verde amonificada del pasto Guinea (Panicum maximum, Jacq), cv Colonial, finca Santa Rosa, Sabana Grande, Managua

Se llevó a cabo un estudio con el objetivo de determinar el mejoramiento de la composición química de la biomasa verde y tratada con urea como proceso de amonificación y la digestibilidad In vitro de los parámetros de calidad, materia seca (DIVMS), materia orgánica (DIVMO) y fibra detergente neutro (DIVFDN). El pasto utilizado fue el Guinea (Panicum maximum, Jacq), cv Colonial, el cual se encontraba en etapa vegetativa con 75 días de rebrote. El muestreo se realizó durante el mes de octubre del año 2012 en la Finca Santa Rosa, Universidad Nacional Agraria. Managua, Nicaragua. Los tratamiento consistieron en cuatro niveles de aplicación de urea; 0, 1, 3 y 5 % en base al forraje verde a tratar, diluido en 0.5 L de agua, y almacenados en bolsas de polietileno durante 21 días a temperatura ambiente; las mismas muestras con los mismos tratamientos se utilizaron para determinar la digestibilidad in vitro de MS, MO, FDN. El diseño utilizado tanto en la determinación de la digestibilidad fue un DCA (Diseño completo al Azar) con tres repeticiones. Las variables de estudio para cada tratamiento fueron, porcentajes de; materia seca, materia orgánica y fibra detergente neutro (FDN). Se realizaron análisis de varianza (ANDEVA) y separaciones de medias, usando Tukey (P<0.05). Para el análisis estadístico las variables codificadas en porcentajes se transformaron, según, 2 arco seno p (Dos veces Arco seno de la raíz cuadrada de la proporción). Se encontró diferencias significativas (P ≤ 0.05) para las variables de materia seca, materia orgánica y fibra detergente neutro. La digestibilidad de la materia seca presentó diferencias estadísticas entre los distintos tratamiento y fue mejorada significativamente (38.79 vs 48.74 para 0 y 5% de urea respectivamente). La materia orgánica es mejor que la fibra detergente neutro también fueron mejoradas en su digestibilidad con el tratamiento de 5% de urea en base a forraje verde. Se concluye que el tratamiento de 5 % de urea es el más recomendado para la amonificación de forraje verde y de 75 días de edad del Panicum maximum, Jacq), cv Colonial. Estos resultados son halagadores ya que con el uso de esta tecnología se evidencia la transformación de materiales maduros de baja o nula calidad en alimentos que provean nutrientes (Proteína –Energía y Minerales) al animal como se evidencia en los resultados de digestibilidad in vitro de los diferentes nutrientes evaluados por nuestro trabajo.

Composición química de la biomasa verde del pasto Guinea (Panicum maximum, Jack), CV Colonial, con diferentes niveles de inclusión de urea. Finca Santa Rosa, sabana Grande, Managua

Se llevó a cabo un estudio con el objetivo de determinar el mejoramiento de la composición química de la biomasa verde y tratada con Urea como proceso de amonificación. El pasto utilizado fue el Guinea (Panicum maximum, Jacq) CV Colonial el cual se encontraba en etapa de plena maduración (75 días). Durante el mes de septiembre del 2011 se realizó un corte de uniformidad para proceder al muestreo durante el mes de noviembre en la Finca Santa Rosa, Universidad Nacional Agraria. Managua, Nicaragua.Los tratamiento consistieron en cuatro niveles de plicación de Urea; 0, 1, 3 y 5 % en base al forraje verde a tratar, diluido en 0.5 lt de agua, y almacenados en bolsas de polietileno durante 21 días a temperatura ambiente.El diseño utilizado fue un DCA (Diseño completo al Azar) con tres repeticiones. Las variables de estudio para cada tratamiento fueron,porcentajes de; materia seca, proteína cruda, fibra ácido detergente (FAD), fibra neutro detergente (FND) y cenizas. Se realizaron análisis de varianza (ANDEVA) y separaciones de medias, usando Tukey (P<0.05). Para el análisis estadístico las variables codificadas en porcentajes se transformaron, según, 2 arco seno p (Dos veces Arco seno de la raíz cuadrada de la proporción).Se encontró diferencias significativas (P≤ 0.05) para las variables Materia seca (MS), Proteína Cruda (PC)y, Cenizas (CEN), no encontrando diferencias estadísticas ( P > 0.05) para las variables Fibra Neutro Detergente (FND) y Fibra Ácido Detergente FAD).El porcentaje de materia seca vario desde 48.04 % hasta 24.30 % para 0 y 5 % de Urea respectivamente. La PC pasó de 3.36 % para el tratamiento sin Urea a 8.37 % cuando se aplicó 5 % de Urea mientras la CEN aumento de 7.85 % a 8.60 % para 0 y 3 % de urea. La FDN y FAD aunque no presentaron diferencias estadísticas para los tratamientos evaluados, fue mejorado (disminución del contenido fibroso) con el tratamiento 5% de Urea. Se concluye que el tratamiento de 5 % de Urea es el más recomendado para la amonificación de forraje verde del pasto guinea (Panicum maximum, Jacq) CV Colonial. Con estos resultados se confirma que con el uso de esta tecnología se evidencia la transformación de materiales maduros de baja o nula calidad en alimentos que provean nutrientes al animal durante las épocas críticas

The instability analysis of saturated soil under shear load

A theoretical description of shear instability is presented in a system of equations. It is shown that two types of instability may exist. One of them is dominated by pore pressure softening while the other by strain softening. A criterion combining pore pressure softening, strain hardening, and volume strain coefficient is obtained and practical implications are discussed.

An experimental study on the load carrying capacity of cold-formed steel studs and panels

A full-scale experimental study on the structural performance of load-bearing wall panels made of cold-formed steel frames and boards is presented. Six different types of C-channel stud, a total of 20 panels with one middle stud and 10 panels with two middle studs were tested under vertical compression until failure. For panels, the main variables considered are screw spacing (300 mm, 400 mm, or 600 mm) in the middle stud, board type (oriented strand board - OSB, cement particle board - CPB, or calcium silicate board - CSB), board number (no sheathing, one-side sheathing, or two-side sheathing), and loading type (1, 3, or 4-point loading). The measured load capacity of studs and panels agrees well with analytical prediction. Due to the restraint by rivet connections between stud and track, the effective length factor for the middle stud and the side stud in a frame (unsheathed panel) is reduced to 0.90 and 0.84, respectively. The load carrying capacity of a stud increases significantly whenever one- or two-side sheathing is used, although the latter is significantly more effective. It is also dependent upon the type of board used. Whereas panels with either OSB or CPB boards have nearly identical load carrying capacity, panels with CSB boards are considerably weaker. Screw spacing affects the load carrying capacity of a stud. When the screw spacing on the middle stud in panels with one-side sheathing is reduced from 600 mm to 300 mm, its load carrying capacity increases by 14.5 %, 20.6% and 94.2% for OSB, CPB and CSB, respectively.

Asymptotic analysis based on K-S constitutive law for a rubber wedge compressed by a line load at its tip

In the present paper, a rubber wedge compressed by a line load at its tip is asymptotically analyzed using a special constitutive law proposed by Knowles and Sternberg (K-S elastic law) [J. Elasticity 3 (1973) 67]. The method of dividing sectors proposed by Gao [Theoret. Appl. Fract, Mech. 14 (1990) 219] is used. Domain near the wedge tip can be divided into one expanding sector and two narrowing sectors. Asymptotic equations of the strain-stress field near the wedge tip are derived and solved numerically. The deformation pattern near a wedge tip is completely revealed. A special case. i.e. a half space compressed by a line load is solved while the wedge angle is pi.

The Newest Developments Of Load-Unload Response Ratio (Lurr)

The Load Unload Response Ratio (LURR) method is an intermediate-term earthquake prediction approach that has shown considerable promise. It is inspiring that its predictions using LURR have been improving. Since 2004 we have made a major breakthrough in intermediate-term earthquake forecasting of the strong earthquakes on the Chinese mainland using LURR and successfully predicted the Pakistan earthquake with magnitude M 7.6 on October 8, 2005. The causes for improving the prediction in terms of LURR have been discussed in the present paper.

Comparison Between Lurr And State Vector Analysis Before Strong Earthquakes In Southern California Since 1980

There are seven strong earthquakes with M >= 6.5 that occurred in southern California during the period from 1980 to 2005. In this paper, these earthquakes were studied by the LURR (Load/Unload Response Ratio) method and the State Vector method to detect if there are anomalies before them. The results show that LURR anomalies appeared before 6 earthquakes out of 7 and State Vector anomalies appeared before all 7 earthquakes. For the LURR method, the interval between maximum LURR value and the forthcoming earthquake is 1 to 19 months, and the dominant mean interval is about 10.7 months. For the State Vector method, the interval between the maximum modulus of increment State Vector and the forthcoming earthquake is from 3 to 27 months, but the dominant mean interval between the occurrence time of the maximum State Vector anomaly and the forthcoming earthquake is about 4.7 months. The results also show that the minimum valid space window scale for the LURR and the State Vector is a circle with a radius of 100 km and a square of 3 degrees 3 degrees, respectively. These results imply that the State Vector method is more effective for short-term earthquake prediction than the LURR method, however the LURR method is more effective for location prediction than the State Vector method.

Effect Of Load Triaxiality On Polymorphic Transitions In Zinc Oxide

Molecular dynamics (MD) simulations and first-principles calculations are carried out to analyze the stability of both newly discovered and previously known phases of ZnO under loading of various triaxialities. The analysis focuses on a graphite-like phase (FIX) and a body-centered-tetragonal phase (BCT-4) that were observed recently in [0 1 (1) over bar 0]- and [0 0 0 1]-oriented nanowires respectively under uniaxial tensile loading as well as the natural state of wurtzite (WZ) and the rocksalt (RS) phase which exists under hydrostatic pressure loading. Equilibrium critical stresses for the transformations are obtained. The WZ -> HX transformation is found to be energetically favorable above a critical tensile stress of 10 GPa in [0 1 (1) over tilde 0] nanowires. The BCT-4 phase can be stabilized at tensile stresses above 7 GPa in [0 0 0 1] nanowires. The RS phase is stable at hydrostatic pressures above 8.2 GPa. The identification and characterization of these phase transformations reveal a more extensive polymorphism of ZnO than previously known. A crystalline structure-load triaxiality map is developed to summarize the new understanding. (c) 2007 Elsevier Ltd. All rights reserved.

Distributed maximum likelihood for self-localization in sensor networks

We show that the sensor localization problem can be cast as a static parameter estimation problem for Hidden Markov Models and we develop fully decentralized versions of the Recursive Maximum Likelihood and the Expectation-Maximization algorithms to localize the network. For linear Gaussian models, our algorithms can be implemented exactly using a distributed version of the Kalman filter and a message passing algorithm to propagate the derivatives of the likelihood. In the non-linear case, a solution based on local linearization in the spirit of the Extended Kalman Filter is proposed. In numerical examples we show that the developed algorithms are able to learn the localization parameters well.