Water Module theory

From Tygron Preview Support Wiki
Jump to navigation Jump to search


The following topics are described on this page:

  • Introduction to the Water Module Theory
  • Calculation modules
  • Theories and formulas
  • Computational structure and sequences

Introduction to the Water Module Theory

The Water Module in the Tygron Platform is an implementation of a 2D grid based shallow water model based on the 2D Saint Venant equations (see Surface Water Model). The module is further enhanced with infiltration, evaporation, groundwater flow and hydraulic structures.


Rainfall overlay 05.PNG
Rainfall overlay 04.PNG


To perform the calculations, the project area is divided into a large grid of cells. Each cell has a specific quantity of water and specific hydrological parameters based on the data in the project. The total time which should be simulated is divided into discrete timesteps. Per timestep, each cell communicates with its adjacent cells to exchange water, based on it's water level, surface height, current flow direction and other factors. Accuracy and reliability is obtained by dividing the project area and simulation time into sufficiently small cells and steps, at the cost of more computation time. Take a look at the testbed water module project, available in all domains, to see some of the components of the Water Module in a project.


The Water Module enables users to implement a water model for their project which is accurate and delivers fast results. To ensure accuracy, the Water Module is repeatedly tested against multiple (internationally) acknowledged hydrological benchmarks and tests. Fast results are achieved by executing the water calculations on High performance GPU servers.

Calculation Models

The Water Module performs a large number of calculations to form a complete hydrological simulation. Depending on the desired viewpoint, both the overarching concepts as well as the implemented formulas can be reviewed for detailed insight into how the water overlay works.

Multiple models are implemented which in conjunction form the water model in its entirety.

Model connections

To gain insight into how this Water Overlay ties together several models, see Model connections.

Formulas

The precise calculations which govern the water overlay's simulation are many and varied, and based as much as possible on available expert knowledge.

Model related Formula's:

Hydraulic structure related Formula's:

Module related Formula's:

Order of operations

During the calculation, multiple facets have to be calculated. In each timestep, each aspect of the calculation has to be performed. Although as timesteps become smaller, the exact order of operation becomes less important, the order of operations can lead to specific behavioral details in some edge cases.

Calculations are performed a specific order:

  • Horizontal surface flow and horizontal underground flow
  • Rain
  • Building storage
  • Sewer inflow
  • Surface evaporation
  • Groundwater evaporation (saturated zone)
  • Groundwater evaporation (unsaturated zone)
  • Underground infiltration
  • Surface infiltration
  • Exfiltration
  • Hydrological constructions (culverts, weirs, pumps, in- and outlets, outlets)
  • Hydrological areas (sewer overflow, breach in- and outflow)
  • Chemical movement, based on the water flow and infiltration which has occurred