Related Experiment Video
Updated: Jun 28, 2026

09:49
Visualizing Hyporheic Flow Through Bedforms Using Dye Experiments and Simulation
Published on: November 18, 2015
Structural efficiency of percolated landscapes in flow networks
M Angeles Serrano1, Paolo De Los Rios
1IFISC (CSIC-UIB), Instituto de Física Interdisciplinar y Sistemas Complejos, Campus Universitat Illes Balears, Palma de Mallorca, Spain. marian.serrano@ifisc.uib-csic.es
Plos One
|November 6, 2008
Summary
Complex systems
Area of Science:
- Network science
- Systems biology
- Complex systems analysis
Background:
- Large-scale structure of complex systems is linked to functionality and evolution.
- Global transport in flow networks depends on directed pathways and macroscopic components.
- The exact relationship between network structure and function/evolution is not fully understood.
Purpose of the Study:
- Investigate constraints global network structure imposes on transport phenomena.
- Quantitatively define structural efficiency under minimal assumptions.
- Assess robustness of communication between core and peripheral network components.
Main Methods:
- Defined a quantitative measure of structural efficiency for directed networks.
- Analyzed network topology to understand transport phenomena.
- Examined three real-world networks: Internet, C. elegans nervous system, E. coli metabolism.
Main Results:
- Different global connectivity structures yield varying levels of structural efficiency.
- Optimal network topologies for core access resemble "hairy balls" to minimize bottlenecks.
- Biological networks (C. elegans, E. coli) exhibit near-optimal structural layouts.
Conclusions:
- Global network structure significantly impacts transport efficiency and robustness.
- "Hairy ball" topology is proposed as optimal for minimizing network vulnerabilities.
- Biological systems demonstrate efficient structural organization for their functions.
Related Concept Videos
Plane Potential Flows
Plane potential flows simplify fluid motion by assuming the fluid to be irrotational and incompressible. These characteristics allow these flows to be described by a velocity potential function, ϕ, representing the flow speed in a given direction, and a stream function, ψ, that visualizes the flow path, both governed by Laplace's equation. These parameters help in estimating flow patterns, velocity distributions, and pressure fields around various hydraulic structures.
Uniform Flow
Uniform flow...
Uniform Flow
Uniform flow...
Laminar Flow
Laminar flow represents a smooth, orderly fluid motion where particles move along parallel paths, resulting in minimal mixing between layers. Streamlined particle paths characterize this flow regime and occur under conditions where viscous forces dominate over inertial forces. The distinction between laminar, transitional, and turbulent flow is primarily determined by the Reynolds number, a dimensionless quantity calculated as:
Energy Considerations in Open Channel Flow
Open channel flow, where a fluid flows with a free surface exposed to the atmosphere, is primarily governed by gravitational and surface effects, distinguishing it from closed conduit or pipe flow. In open channels such as rivers, canals, and artificial channels, energy analysis provides valuable insights into flow behavior and the relationship between depth, velocity, and slope.Specific Energy and Flow DepthIn open channel flow, the specific energy, E, combines the gravitational potential...
Multiple Pipe Systems
Multipipe systems consist of complex configurations of interconnected pipes designed to transport fluids efficiently across intricate networks. They are essential in engineering applications requiring precise control over flow distribution, pressure, and head loss. They are categorized into series, parallel, loop, and network configurations, each distinguished by unique flow characteristics and applications.
Series Configuration
In a series configuration, fluid flows sequentially from one pipe...
Series Configuration
In a series configuration, fluid flows sequentially from one pipe...
Green’s Theorem
Green’s Theorem establishes a relationship between a line integral around a closed plane curve and a double integral over the region enclosed by that curve. It applies to a vector field F(x, y) = 〈P(x, y), Q(x, y)〉, where P and Q have continuous first partial derivatives on an open set containing the region.Let C be a positively oriented, simple, closed, piecewise smooth curve, and let R be the plane region bounded by C. Green’s Theorem states that\begin{equation*}\oint_C P\,dx+Q\,dy =\iint_R...
Introduction to Types of Flows
Fluid flows are categorized by dimensionality and behavior, with one-dimensional flow being the simplest form, where properties like velocity and pressure change only along a single axis. Water moving through straight pipes exemplifies this flow type, as variations in other directions are minimal. One-dimensional analysis helps simplify understanding such flows, focusing solely on changes along the pipe's length.
Two-dimensional flow involves changes in both length and height, as seen in air...
Two-dimensional flow involves changes in both length and height, as seen in air...

