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Simulating the hydraulic behavior of the interior of a building

David Nortes Martínez

hydraulic_model.Rmd

Basic workflow

Set up

This vignette is going to help you simulate the hydraulic behavior of the interior of a building using floodam.building. To do so you need 3 key inputs:

  1. The surface and floor level of each room
  2. The connections between two rooms as well as the connections with the exterior of the buildings. Hereafter we will refer to these connections as exchanges
  3. The evolution of the floodwater depth in front of each opening connecting the exterior with the interior of the building as well as the initial floodwater depth in the interior of the building (usually 0)

The library floodam.building provides methods to calculate each of these elements. Let us see how.

To determine the two first key inputs, the function analyse_model() provides you with the stage hydraulic. We are using one of the models shipped with with floodam.building to make this example:

  1. The models are available in your library’s installation folder. To make them available, just ask R to locate them:
# set up model to use example shipped with floodam
model_path = list(
data = system.file("extdata", package = "floodam.building"),
output = tempdir()
)

  1. We are going to use the model called adu_t. This model proposes a 4-room house where three of them are organized around a central living room. As stages of analysis we are going to specify c("load", "extract", "hydraulic"). If you check the object model, you can see that inside the slot called hydraulic there are four different slots containing three data.frames:

    • exchanges open
    • exchanges_close
    • exchanges_combined
    • rooms

    The data.frame rooms corresponds to the first key inputs, while the data.frames exchanges open, exchanges_close and exchanges_combined are variants of the second key input: all openings open, all openings closed but not waterproof, and all exterior openings closed and all interior openings open.

library(floodam.building)
model = analyse_model(
  model = "adu_t",
  type = "adu",
  stage = c("load", "extract", "hydraulic"),
  path = model_path
)

  1. To simulate the third key input, floodam.building provides the function generate_limnigraph(). This function generates a limnigraph, i.e. the evolution of floodwater depth against time. You need to manually provide different parameters to this function:

    • time: vector of time steps in seconds. Usually it contains three elements: the initial time step, the time step where water outside the building is at its peak, and the final time step. In the example provided this time steps are 0, 5400 and 10800 seconds.
    • depth: vector of floodwater depth in meters. This vector contains as many elements as the vector of time steps. It indicated the water depth in each time step.
    • exposed_openings: openings communicating the exterior of the building with the interior and that are exposed to the flood event. In the example provided, three out of the four openings that communicate the exterior with the interior of the building are assumed to be exposed to this particular flood event.

    The function returns a data.frame with time steps as rows and openings as columns.

flood = generate_limnigraph(
    model = model,
    time = c(0, 5400, 10800),
    depth = c(0,3,0),
    exposed_openings = c("door1", "window1", "window2")
)

Simulate hydraulics

Once the three key parameters are determined, the simulation of the hydraulic behavior of the building for the flood event designed can be simulate. To do so, floodam.building provides the function analyse_hydraulics(). This function takes three mandatory parameters:

  • model: the output of the function analyse_model() (see above)
  • limnigraph: the output of the function generate_limnigraph() (see above)
  • opening_scenario: One of the following options: open, closed, combined or user_def. If you choose this last option, the additional parameter exchange should be provided.

Additionally, the function can be provided with the parameter sim_id, in order to properly identify the simulation when working within an experimental design.

output_hydrau = analyse_hydraulics(
  model = model,
  limnigraph = flood,
  opening_scenario = "close",
  sim_id = "integrated_model"
  )

The function returns a list with four slots for four data.frames:

  1. evolution of floodwater depth in each room
  2. evolution of the discharge volume through each opening
  3. evolution of the discharge section through each opening
  4. evolution of the discharge velocity (calculated with the volume and section data) through each opening

Go further

Damage analysis

Dangerosity analysis