Redes Flujo

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MANUAL DE LABORATORIO DE MECÁNICA DE SUELOS UNIVERSIDAD NACIONAL DEL ALTIPLANO ESCUELA PROFESIONAL DE INGENIERÍA AGRÍCOLA Pág. 1 Ing. Roberto Alfaro Alejo CONSTRUCCION DE REDES DE FLUJO Y FILTRACION 10.1 Definiciones Flow net a graphical representation of the 2 - D flow of water through soils Flow line the flow path of a particle of water Equipotential line - a line representing constant head 10.2 Flow Net Facts The area between two flow lines is called a flow channel. The rate of flow in a flow channel is constant. The velocity of flow is normal to equipotential lines. The difference in head between two equipotential lines is called the potential drop or head loss. 10.3 Dibujando Redes de Flujo Identify prefixed conditions, noting starting directions of lines. Draw trial family of flow lines (or equipotentials) consistent with prefixed conditions. Keeping the lines you just drew, sketch first trial flow net. Make all lines intersect other set of lines at 90 degrees. Erase and redraw lines until all figures are square. Subdivide as desired for detail and accuracy. 10.4 Rules for Sketching Flow Nets Flow lines must intersect equipotential lines at right angles. The area between flow lines and equipotential lines must be curvilinear squares. An inscribed circle should be able to be drawn that touches each side of the square. Figure 10.1: Budhu, 2000.

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Transcript of Redes Flujo

  • MANUAL DE LABORATORIO DE

    MECNICA DE SUELOS

    UNIVERSIDAD NACIONAL DEL ALTIPLANO

    ESCUELA PROFESIONAL DE INGENIERA AGRCOLA

    Pg. 1 Ing. Roberto Alfaro Alejo

    CONSTRUCCION DE REDES DE FLUJO Y FILTRACION

    10.1 Definiciones Flow net a graphical representation of the 2 D flow of water through soils Flow line the flow path of a particle of water Equipotential line a line representing constant head

    10.2 Flow Net Facts The area between two flow lines is called a flow channel. The rate of flow in a flow channel is constant. The velocity of flow is normal to equipotential lines. The difference in head between two equipotential lines is called the potential drop or

    head loss.

    10.3 Dibujando Redes de Flujo Identify prefixed conditions, noting starting directions of lines. Draw trial family of flow lines (or equipotentials) consistent with prefixed conditions. Keeping the lines you just drew, sketch first trial flow net. Make all lines intersect other

    set of lines at 90 degrees. Erase and redraw lines until all figures are square. Subdivide as desired for detail and

    accuracy.

    10.4 Rules for Sketching Flow Nets Flow lines must intersect equipotential lines at right angles. The area between flow lines and equipotential lines must be curvilinear squares. An

    inscribed circle should be able to be drawn that touches each side of the square.

    Figure 10.1: Budhu, 2000.

  • MANUAL DE LABORATORIO DE

    MECNICA DE SUELOS

    UNIVERSIDAD NACIONAL DEL ALTIPLANO

    ESCUELA PROFESIONAL DE INGENIERA AGRCOLA

    Pg. 2 Ing. Roberto Alfaro Alejo

    Figure 10.2: Cedergren, 1989.

    Figure 10.3: Cedergren, 1989.

    Flow lines cannot intersect other flow lines. Equipotential lines cannot intersect other equipotential lines.

  • MANUAL DE LABORATORIO DE

    MECNICA DE SUELOS

    UNIVERSIDAD NACIONAL DEL ALTIPLANO

    ESCUELA PROFESIONAL DE INGENIERA AGRCOLA

    Pg. 3 Ing. Roberto Alfaro Alejo

    The more flow lines and equipotential lines drawn, the more accurate your results. However, the more lines, the more difficult it will be to draw the flow net. Drawing a few will allow you to obtain a suitable solution.

    10.5 Common Mistakes

    10.6 Example

    10.7 Example Problem

    Figure 10.4: Cedergren, 1989.

  • MANUAL DE LABORATORIO DE

    MECNICA DE SUELOS

    UNIVERSIDAD NACIONAL DEL ALTIPLANO

    ESCUELA PROFESIONAL DE INGENIERA AGRCOLA

    Pg. 4 Ing. Roberto Alfaro Alejo

    Figure 10.5: Budhu, 2000