Groundwater Levels of the Main Aquifer and Panke Valley Aquifer 2013

Introduction

Exact knowledge of the current groundwater levels, and hence also of groundwater stocks, is imperative for the State of Berlin, since all the water for the public water supply of Berlin (approx. 206 million cu.m. in 2012) is obtained from groundwater. This groundwater is pumped at nine waterworks, almost entirely within the territory of the city. Only the Stolpe Waterworks on the northern outskirts obtains water from Brandenburg, but also supplies Berlin with approx. 9 % of the city’s total intake (Fig. 1).

Fig. 1: Location of the nine waterworks which supply Berlin with drinking water, as of May 2013

Moreover, groundwater reserves are tapped for individual use and for process water, as well as for major construction projects, groundwater rehabilitation measures and heating-related purposes. Numerous instances of soil and groundwater contamination are known in Berlin, and they can only be rehabilitated on the basis of exact knowledge of groundwater conditions.

For this reason, the Geology and Groundwater Management Working Group produces a map of ground-water levels every month, for internal use. The map for May, the month with normally the highest groundwater level, is published in the Environmental Atlas.

Definitions Regarding Groundwater

Groundwater is underground water (DIN 4049, Part 3, 1994) which coherently fills out cavities in the lithosphere, and the movement of which is caused exclusively by gravity. In Berlin, as in the entire North German Plain, the cavities are the pores between the soil particles in the loose sediments. Precipitation water which percolates (infiltrates) into the ground first fills these pores. Only that part of the percolating water which is not bound as adhesive water in the non-water-saturated soil, nor used up by evaporation, can percolate to the phreatic surface and form groundwater. Above the phreatic surface, capillary water is present within the unsaturated soil zone; it can rise to various heights, depending on the type of soil (Fig. 2).

Fig. 2: Phenomenology of Underground Water

Aquifers are made of sands and gravels, and, as incoherent material, make the storage and movement of groundwater possible.

Aquitards consist of clay, silt, gyttja and glacial till and, as cohesive material, hinder water movement.

Aquicludes are made of clay which is virtually impermeable to water.

Groundwater the phreatic surface of which lies within an aquifer is known as free or unconfined groundwater, i.e., the phreatic and piezometric surfaces coincide. In cases of confined groundwater however, an aquifer is covered by an aquitard so that the groundwater cannot rise as high as it might in response to its hydrostatic pressure. Under these conditions, the piezometric surface is above the phreatic surface (Fig. 3).

If an aquitard, such as a layer of glacial till, is located above a large coherent aquifer (main aquifer), surface-proximate groundwater may develop in sandy segments above the aquitard and in islands within it, as a result of precipitation. This is unconnected with the main aquifer, and is often called stratum water. If an unsaturated zone is located below the glacial till, it is called floating groundwater (Fig. 3).

Fig. 3: Hydrogeological Terms

As a rule, groundwater flows at a slight incline into rivers and lakes (receiving bodies of water) and infiltrates into them (effluent conditions; Fig. 4a).

Fig. 4a: Groundwater infiltrates into bodies of water

In times of flood, the water surface is situated higher than the groundwater surface. During such periods, surface water infiltrates into the groundwater (influent condition). This is known as bank-filtered water (Fig. 4b).

Fig. 4b: Bank-filtered water caused by flood water: surface water infiltrates into groundwater

If in the neighbourhood of these surface waters, groundwater is discharged, e.g. through wells, so that the phreatic surface drops below the level of that body of water, the body of water will also feed bank-filtered water into the groundwater (Fig. 4c). The amount of bank filtration is between 50 and 80 % of the total water obtained in Berlin, depending on the location of the wells.

Fig. 4c: Bank-filtered water caused by discharge of groundwater: due to the drop in the groundwater caused by wells, surface water infiltrates into the groundwater

The groundwater velocity of flow in Berlin is approx. 10 to 500 m per year, depending on the groundwater incline and the permeability of the aquifer. However, near well facilities, these low-flow velocities can increase significantly.

Morphology, Geology and Hydrogeology

The present relief of the earth’s surface in Berlin was predominantly the result of the Weichselian glaciation, the most recent of the three great quaternary inland glaciations, which has determined the morphology of the city (Fig. 5): The low-lying Warsaw-Berlin Glacial Spillway with its Panke Valley branch, consisting predominantly of sandy and gravelly deposits; the neighbouring Barnim Plateau to the north; and the Teltow Plateau with the Nauen Plate to the south. Both plateaus are covered in large parts by thick glacial till and boulder clay of the ground moraines (Fig. 6). The morphological appearance is supplemented by the depression of the Havel chain of lakes (Figs. 5 & 6). For more on the geology, see Limberg & Sonntag (2013) and the Geological Outline (Map 01.17).

Fig. 5: Morphological Outline Map of Berlin

Fig. 6: Geological Outline Map of Berlin

The loose sediments dating from the quaternary and tertiary, and averaging approx. 150 m in thickness, are of special significance for the water supply and for the foundation of buildings. They form the freshwater stock from which Berlin draws all the drinking water and a large part of the process water. Numerous waterworks and other pumping facilities have lowered the groundwater in Berlin, for more than 100 years in some areas.

The tertiary rupelium layer at a depth of 150 to 200 m is about 80 m thick, and constitutes a hydraulic barrier against the deeper saltwater tier (Fig. 7).

Fig. 7: Schematic hydrogeological cross-section of Berlin, from south to north

Due to the alternation of aquifers (green, blue, brown and yellow in Fig. 7) and aquitards (grey in Fig. 7), the freshwater stock in the Berlin area is broken down into four separate hydraulic aquifers (Limberg, Thierbach 2002). The second aquifer – largely a Saale-glaciation-era aquifer – is known as the main aquifer, since it supplies the predominant share of the drinking and process water. The fifth aquifer is in the saltwater tier under the rupelium.

The groundwater conditions of the main aquifer (Aquifer 2) are shown in the groundwater contour map in violet; in the Panke Valley aquifer (Aquifer 1) in the north-western area of the Barnim Plateau, they are shown in blue. Here, the Panke Valley aquifer is situated above the main groundwater aquifer, separated from it by the glacial till of the ground moraine (Figs. 7 & 8).

Fig. 8: The unconfined Panke Valley aquifer (Aquifer 1) in the north-western area of the Barnim Plateau is situated above the main aquifer (Aquifer 2), which is confined in this area

In the north-western area of the Barnim Plateau, the ground moraines are so thick that no main groundwater aquifer exists, or occurs only in isolated places, with a thickness of a few meters. For those parts of the Berlin city area, no groundwater contours can be shown.