Breach growth formula (Water Overlay): Difference between revisions

Revision as of 12:00, 15 September 2022

Water can flow through breaches into levee protected areas. These breaches often start small and grow over time.

The water flowing through breaches can originate from an external area outside the project area or an input area within the project area.

This algorithm is based on the formula of Verheij-van der Knaap^[1].

First, the difference in height of the water on either side of the breach is calculated.

\Delta h_{t}=abs(w_{o,t}-max(w_{i,t},H_{b,t}))

Using the height difference, the breach width increase (m/s) is calculated per computational timestep.

\Delta W_{b,t}=((f_{1}*f_{2})/ln(10))*((g*\Delta h_{t})^{1}.5/cs_{b}^{2})*(1/(1+(f_{2}*g*t)/(3600*cs_{b})))

The current breach width is then equal to the last calculated breach width, plus the calculated breach width increment.

W_{b,t}=W_{b,t-1}+(\Delta t/3600)*\Delta W_{b,t}

Where:

W_{b}

= The BREACH_WIDTH of the breach.

H_{b,t}

= The BREACH_HEIGHT of the breach at time t.

W_{b,t}

= The calculated breach width, initially equal to W_b.

w_{i,t}

= Inner water level at breach area at time t.

w_{o,t}

= Outer water level at input area (or external) at time t.

\Delta h_{t}

= The difference between the height of the water columns on either side of the breach at time t.

f_{1}

= Material factor, set to 1.3 (average for sand and clay levees).

f_{2}

= Constant, set to 0.04.

g

= Gravity constant, defined for the Water Overlay.

$cs_{b}$ = The critical BREACH_SPEED of the breach (e.g. 0.2 for sand and 0.5 for clay).
$\Delta W_{b,t}$ = The calculated width increase of the breach at time t.
$\Delta t$ = Computational timestep.

The breach height H_b,t can be defined over time, by configuring the BREACH_HEIGHT as an attribute array.
The inner water level is to be measured not directly inside the breach area but a few meters away. By default 100m, this can be adjusted via the BREACH_MEASUREMENT_DISTANCE_M attribute.
For more details on breach growth, we also recommend reading this "Quickscan"-report for Waterschap Rijn en IJssel^[2].

↑ Verheij, H.J. ∙ Aanpassen van het bresgroeimodel in HIS-OM: Bureaustudie ∙ found at: http://resolver.tudelft.nl/uuid:aedc8109-da43-4a03-90c3-44f706037774 ∙ (last visited 2022-09-08)
↑ Arcadis ∙ Quickscan Lijnvormige Kerende Elementen Onderzoek naar de modellering van bresgroei en standzekerheid van Lijnvormige Kerende Elementen Waterschap Rijn en IJssel ∙ found at: https://edepot.wur.nl/556012 ∙ (last visited 2022-09-08)

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 The water flowing through breaches can originate from an external area outside the project area or an input area within the project area.
-This algorithm is based on the differential formula (28) of Verheij-van der Knaap<ref name="breachgrow"/>.
+This algorithm is based on the formula of Verheij-van der Knaap<ref name="breachgrow"/>.
 First, the difference in height of the water on either side of the breach is calculated.