Construction of a flow net is often used for solving groundwater flow problems where the geometry makes analytical solutions impractical. The method is often used in civil engineering, hydrogeology or soil mechanics as a first check for problems of flow under hydraulic structures like dams or sheet pile walls. As such, a grid obtained by drawing a series of equipotential lines is called a flow net. The flow net is an important tool in analysing two-dimensional irrotational flow problems.

• There are a number of different ways to add shapes to the drawing canvas in diagrams.net.
• The phreatic line must start from B and not from C.
• I can imagine in excel this is replicatable, because your lines intersect orthogonally….
• A Flow net is a graphical representation of flow of water through a soil mass.
• One of the most commonly adopted methods of the flow net construction is the graphical method which has been briefly explained in this post.
• Either flow lines or equipotential lines are smoothly drawn curves.
• Computer programs facilitate analyses of transient flow and unsaturated soil conditions, which are difficult and laborious to solve analytically.

Figure P12.36 shows a 3 5 pile group consisting of 15 concrete piles of 400 mm diameter and 12 m in length. What would be the maximum load that can be allowed on the mat with a factor of safety of 3? The piles have a center-to-center spacing of 1200 mm. Need a deep-dive on the concept behind this application?

Style your flow chart

The flownet sketching technique is straightforward and adaptable, and it represents the flow regime. It is the preferred method of analysing flow through soils for geotechnical engineers.

Also, the phreatic line is a flow line, and must start perpendicularly to the u/s face AB which is a 100% equipotential line. From the drawn flow net, Nf and Nd can be easily counted, and hence, the seepage discharge can be easily computed by using Eqn.

Flow Lines and Flow net of soil

In short shunt connection the shunt field is connected directly across the armature terminals and the armature connection equals the sum of the shunt field current plus the load current . In this instance the load current flow s through the series field winding so that the load current and series field current are one and same. In long shunt connection the voltage across the shunt field is the same as the terminal voltage of the generator and current in the armature will be the current in the series field. The armature current equals the shunt field current plus the load current.

It is only applied to problems with simple and ideal boundaries conditions. Streamlines can be traced by injecting a dye in a seepage model or Heleshaw apparatus. Let b and L be the dimensions of the field and Δh be the head drop through this field. Let us consider an element of soil of size dx, dz through which flow is taking place.

Draw a floating connector

Since flow lines are normal to equipotential lines, there can be no flow across flow lines. The rate of flow between any two flow lines is constant. The area between two flow lines is called a flow channel . Therefore, the rate of flow is constant in a flow channel. The method consists of filling the flow area with stream how to draw a flow net and equipotential lines, which are everywhere perpendicular to each other, making a curvilinear grid. If we draw the flow lines and the equipotential lines for a given flow of water through a given soil we get a net like sketch which is known as flow net. Flow lines are always at 90 degrees to the equal potential lines.

• Add colours and style your shapes and connectors via the Styletab.The style palette at the top of the Style tab changes both the fill and outline colour.
• The electric current is analogus to the velocity of flow and the homogeneous conductor is analogus to the homogeneous fluid.
• In soil mechanics we study about the various properties of the soil to be used for various engineering construction works.
• These two systems are similar in the respect that electric potential is analogus to the velocity potential.