Ground water depth formula (Subsidence Overlay)

At the start of a simulation, the ground water depth is initialized with the ground water depth geotiff (if provided) and is optionally overwritten by (managed) water level areas' water level.

Furthermore, the ground water level can be managed with drainages (provided as underground buildings), either actively or passively.

Additionally the terrain height can change due to subsidence that occurred in previous years and due to actions taken that raised the terrain. Managed water level areas can react to these changes when indexation is configured. For indexation, see indexation formula.

The following formulas describe how the yearly adjusted ground water depths are obtained.

Ground water level managed by drainages

$d_{gw,y}={\begin{cases}d_{d,active},&{\text{if }}n{\text{ drainage is larger than 0}}\\max(0.0,d_{a}-\Delta {d_{a,y}}+d_{d,passive},&{\text{if }}n{\text{ drainage is smaller than 0}}\\max(0.0,d_{gw}+\Delta {d_{a,s,y}})&{\text{ otherwise }}\end{cases}}$

where

$d_{gw,y}$ is the calculated ground water depth of a grid cell at year y.

$d_{d,active}$ is the ground water depth actively maintained by a drainage

$d_{a}$ is the ground water depth of the managed water level area.

$\Delta {d_{a,y}}$ is the area water level adjustment for year y.

$d_{d,passive}$ is the ground water level passively maintained by drainages.

$\Delta {d_{a,s,y}}$ is the ground water level increase calculated based on the are water level adjustment due to indexation and the subsidence in the previous year.

Ground water level managed by water level areas

The effect of changes of managed surface water levels (by water level areas) on the ground water level. The x-axis indicates the relative depth of the managed surface water level. The y-axis indicates the meters of change to the ground water level, per meter change in surface water level. The smaller the relative depth is, the less the ground water level equalizes with changes in the managed surface water level.

The ground water level can also be managed by water level areas, which control the surface water levels. To make sure ground water levels do not rise (too much), surface water levels in the water level areas can be lowered automatically with respect to the subsidence. This process is called indexation. The new ground water level can then be estimated based on the indexation on the managed water level of surface water and the calculated subsidence of the previous year. The increment in ground water level is rarely exactly the adjustment of the managed surface water level and is often less, depending on the relative depth of the surface water level. The following formulas have been developed to estimate the increase of the ground water level.

The new relative surface water level depth is calculated as:

$\Delta {d_{inc}}=-\Delta {d_{a,y-1}}-s_{y-1}$

$d_{a,adj}=d_{a}+\Delta {d_{inc}}$

Next, based on the old and new depths, the ground water depth change is divided into three sections, each which its own rate of contribution.

$\Delta {d_{low}}=0.6\cdot min(0.6,d_{a,adj})-min(0.6,d_{a})$

$\Delta {d_{mid}}={\frac {\max(0.6,min(1.0,d_{a,adj}))+max(0.6,min(1.0,d_{a}))}{2.0}}\cdot (\max(0.6,min(1.0,d_{a,adj}))-max(0.6,min(1.0,d_{a})))$

$\Delta {d_{high}}=1.0\cdot (\max(0.0,d_{a,adj}-max(0.0,d_{a})$

Finally, the ground water depth change is calculated and the new ground water depth is obtained:

$\Delta {d_{gw,y}}=\Delta {d_{low}}+\Delta {d_{mid}}+\Delta {d_{high}}$

$d_{gw,y}=max(0.0,d_{gw,0}+\Delta {d_{gw,y}})$

where

$d_{a}$ is the current relative water depth of water level area a.

$d_{a,adj}$ is the adjusted relative water depth of water level area a.

$\Delta {d_{a,y-1}}>$ is the water level adjustment for indexation of current year y.

$s_{y-1}$ is the subsidence that occurred up to year y.

$d_{gw,y}$ is the calculated adjusted ground water depth for year y, based on the occurred subsidence and indexation of previous years.

$d_{gw,0}$ is the initial ground water depth at the start of the simulation.

$\Delta {d_{gw,y}}$ is the estimated change of the ground water level based on occurred subsidence and indexation.

Inundation

Initially, or due to subsidence, the surface height of a cell can be lower than the configured water level. In such case, for certain situations, it can be said that the cell is therefore inundated by water from the nearby waterway. When inundated, the cell's ground water level will most certainly raise to the surface level. This option is can be turned on and off using the subsidence overlay model attribute Inundate land below water level.

In case this option is turned on, the following case is handled before drainage and ground water depth adjustments are considered.

${\begin{cases}d_{gw,y}=0,&{\text{if }}d_{a}+\Delta {d_{gw,y}}<0\\d_{gw,y},&{\text{otherwise}}\\\end{cases}}$

$d_{a}$ is the current relative water depth of water level area a.

$d_{gw,y}$ is the calculated adjusted ground water depth for year y, based on the occurred subsidence and indexation of previous years.

$\Delta {d_{gw,y}}$ is the estimated change of the ground water level based on occurred subsidence and indexation.

Ground Water change examples

Terrain height (m)	Water area level (m, start)	Water area level (m, changed)	Difference (m) between ground water level and surface water level
2.4	1.1	1.3	-0.2
2.4	2.1	2.3	-0.12
2.4	1.4	1.6	-0.18

This method of ground water level adjustment is applied when, during a session, the surface water level changes. This can be due to user input (i.e.: the user changes the water level attribute of an area), or because indexation (or lack thereof) moves the surface water level (and thus the ground water level) relative to the surface.

Notes

• Which ground water level should be taken depends on the use-case. For subsidence the lowest ground water level (Mean Lowest Watertable, or MLW, in English. GLG in Dutch.) is most commonly used. It is preferred because oxidation occurs more easily when the ground water level is lower.
  However, the highest (adjusted) ground water level overlay is also available as an overlay result. (Mean Highest Watertable, or MHW, in English. GHG in Dutch.)
  See also (PDF): Wind (1986) Slootpeilverlaging en grondwaterstandsdaling in veenweidegebieden (Ditch water level reduction and groundwater level decrease in peat meadow areas - Dutch only)

See also

• Drainage
• Hi ground water result type
• Low ground water result type

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