Surface Runoff, Percolation, Total Runoff and Evaporation from Precipitation 2005

Map Description

The map of Total Runoff (Map 02.13.3) shows that the total runoff for the highly impervious inner-city areas (Urban-Rail Ring Line) is in the range of 350-450 mm/yr.; the values are even higher in the very dense center-city area and in some industrial areas. Here, only about 150 mm/yr. (Map 02.13.5) evaporate, referenced to the precipitation measurements (at 1 m height), which are about 10-15% less than the ground-level precipitation. The less densely built-up areas in the outskirts of the city show runoffs of 250-350 mm/yr. Compared with the runoffs of the pervious areas on the outskirts, or in the areas surrounding Berlin, where the values are approximately 150 mm/yr., Berlin can be considered an island of greatly increased runoff. The reduction of the evaporation due to imperviousness and lack of vegetation – as shown in the map Evaporation (Map 02.13.5) – leads to runoff double or triple the natural run-off.

Groundwater net consumption occurs only in a few areas characterized by low precipitation and simultaneously low depth to the water table, which produces negative runoff formation values, since here, the vegetation is fed by groundwater, and can evaporate more of it than can subsequently be supplied by precipitation.

The map of Surface Runoff (02.13.1) shows that in the inner-city areas connected to the sewage system, an average of about 250 mm/yr. is fed to the sewage system. Peaks values are more than 350 mm/yr. In outlying areas connected to the sewage system, the values are around 100 mm/yr.

The Percolation map (02.13.2) shows a picture that is surprising at first glance: It shows inner-city percolation from precipitation of about 120 mm/yr. – roughly the same as for woodlands. The non-densely built-up residential areas on the outskirts show considerably higher percolation capacities of 200 mm/yr.; the values for the areas with low degrees of connection to the sewage system in fact climb to 300 mm/yr. In the residential areas with no connection to the sewage system, all the runoff percolates into the soil, averaging about 300-350 mm/yr. and reaching maximum values of over 400 mm/yr.

In conclusion, the following can be stated:

  • The effect of the reduced permeability of the soil caused by the high degree of impervious coverage in the inner city is to a large extent counteracted by the effect of reduced evaporation, so that inner-city percolation capacities are higher than initially assumed, and reach almost “natural” levels.
  • The extent of impervious coverage is only secondarily important for percolation capacity; of primary importance is the actual degree of connection to the sewage system. The type of impervious coverage, i.e. the differing percolation capacity of the various surface-cover types, also plays an important role.
  • The reduction of evaporation due to impervious coverage in low-density areas with simultaneously low degrees of connection to the sewage system causes the percolation capacities in these areas to be the highest, and approximately double those of “natural” percolation.

In the glacial-spillway area, the percolation water can percolate directly and completely to the groundwater surface, due to the permeable sands which overlay the groundwater. Here, the calculated percolation is equal to new groundwater formation. On the ground-moraine highlands of Barnim and Teltow however, loamy and thus poorly water-permeable layers overlay the mostly confined groundwater. Here, the deeply cut streams are fed largely by confined groundwater or via sandy and hence permeable layers in the ground moraine. Only that part of the percolation water (calculated percolation) not passed on by the tributaries can be considered true recharging of the main aquifer beneath the ground moraine. These water quantities reach the glacial spillway area as sub-surface runoff. The break-down is respectively dependent on the concrete hydrogeological conditions. A comparison of the runoffs measured and calculated shows that e.g. in the catchment area of the Neuenhagen Mill Stream, some 35 % the calculated percolation percolates sub-surface to the glacial spillway area, while the Tegel Creek passes virtually all of the runoff it receives from the percolation of its catchment area on at the surface. A map of new groundwater formation has also been developed on the basis of the percolation-water rates determined by means of the ABIMO model (Map 02.17 2007).

The evaporation from bodies of waters surfaces, which are not shown on the map, is approx. 160 mm/yr. more than the precipitation which falls on them, so that Berlin’s bodies of water lose a total of approx. 9 million cu.m. of water per year due to evaporation.

For some very highly impervious areas, no information was available as to whether the rainwater from them is passed on via the sewage system. For this reason, runoff for these areas has been certified in the maps as percolation. However, the degree of impervious coverage and the amount of runoff makes it seem in some cases improbable that the water actually percolates into the soil. As a result, it is likely that the share of surface runoff tends to be underestimated, and that that of percolation to be overestimated.

With the aid of the area sizes of the reference surfaces, the runoff volumes could also be calculated and then totaled (cf. Tab. 4).

Tab. 4: Long-term mean runoff formation values

Tab. 4: Long-term mean runoff formation values

The calculations show that about 60% of the precipitation evaporates, and thus about 200 million cu.m./year are available as total runoff. Three quarters of this percolates into the soil to the sub-surface, while one quarter is passed through the sewage system. Although the mixed-sewage system covers only about one quarter of the total area served by the sewage systems, it accounts for a third of total surface runoff. Comparing the annual percolation quantity of approx. 150 million cu.m., which, as stated above, is not entirely fed into the groundwater, with drinking water consumption of approx. 250 million cu.m. per year, obviously yields a considerable deficit. This deficit is compensated for by surface seepage (from the Spree and Havel rivers) as well as sub-surface influx of groundwater from the surrounding countryside. The surface water is used as shore filtrate at near-shore groundwater withdrawal facilities, and for groundwater charging at the waterworks.

Considering the changes compared with the 2001 figures, the most noticeable fact is that the long-term mean of surface drainage, which has hitherto been 54.8 cu.m./year, has now risen to 67.7 cu. m./year. In addition, a slight rise in overall runoff and a slight reduction in percolation can be observed.

Two circumstances can be identified as the primary reasons for these changes:

  • Thanks to the incorporation of more current and generally improved documentation on the rainwater sewage system, considerably more areas than at the last evaluation are today recognized as being served by the rainwater system. This primarily affects the increase in surface drainage, since only a part of the precipitation of the impervious areas reaches the sewage system.
  • A change in the parameter control for the degree of connection of roof surfaces with the sewage system is an essential reason for the major increase in surface drainage. In the new program ABIMO 3, higher values for the connection degree of surfaces on buildings are considered than in the old program, which results in greater drainage.
Fig.4: The Berlin water balance (long-term mean values in million cu.m., without bodies of water)

Fig.4: The Berlin water balance (long-term mean values in million cu.m., without bodies of water)

For each section served by the separate-sewage system, the Information System provides data as to the tributary, body of water or body-of-water segment into which that section is drained (cf. Map 02.09.2.) As a result, it is possible to generate balance sheets stating the amount of rainwater which each body of water has to receive, on average. About 180 bodies of water or body-of-water segments are involved.

Table 5 shows the amounts of introduction into the Berlin bodies of water, summarized by segments. Except for those quantities which at heavy rainfall flow through the emergency outlets of the pumping stations and through the rain overflows of the sewage network, and then also flow directly into the bodies of water, the surface runoff in the area of the mixed system is passed to the sewage treatment plants, from where they are fed into the bodies of waters after appropriate sewage-treatment, together with the treated sewage.

Tab. 5: Surface Runoff from the Separate Sewage System into Bodies of Water in Berlin, as Long-term Mean Values (data 12/2005; interpretation 01/2007)

Tab. 5: Surface Runoff from the Separate Sewage System into Bodies of Water in Berlin, as Long-term Mean Values (data 12/2005; interpretation 01/2007)

The ABIMO model or program is an instrument with which simulations can also be carried out under modified circumstances. In particular, this could include an assessment of the likely changes in the water balance to be expected due to urban development projects, or of measures for the restoration of perviousness, including the disconnection of areas from the sewage system, to permit percolation of precipitation there. With appropriately differentiated data, the program can also be applied on a small scale for projects at the single-lot level. Changes of the model parameters by incorporation of current findings are possible at any time.

The map Percolation without Consideration for Impervious Coverage (02.13.4) shows conditions which are in some cases considerably different from those shown in the Percolation map, for which impervious coverage was taken into account.

With 200-250 mm of annual percolation, the greatly anthropogenically transformed, yet pervious, surfaces of the inner city and the industrial areas achieve the highest percolation capacities in the municipal area, followed by the predominantly sandy areas of the glacial spillway and the sandy parts of the highlands, with approx. 150-200 mm. If the sandy soils are woodlands, the average annual percolation drops to 100-150 mm, since the trees, due to their root depth, allow considerably more water to evaporate. Due to the higher retention capacity of the loamy soils of the highland areas of Teltow and Barnim, considerably more water can also be evaporated by the vegetation there, so that only approx. 50-100 mm percolates into the soil. In areas with surface-near groundwater, increased evaporation is caused by the capillary rise of groundwater into the evaporation-influenced soil zone, so that only an annual average of less than 50 mm percolates into the soil. If real evaporation is higher than precipitation, net water consumption occurs, i.e. the calculated values are negative.

Certain areas have percolation capacities of more than 300 mm; these are areas with little or no vegetation covering. Therefore only small amounts of precipitation can evaporate there; the greater share percolates into the soil.

If the data of the Map 02.13.4 are used to estimate the results of additional impervious coverage in the context of Planning Procedures, the following should be considered:

The percolation capacity indicated in the map are only reduced to zero by impervious coverage if the planned coverage is actually completely impervious to water (roof surfaces, asphalt) and the precipitation water of these sections is passed entirely to the sewage system. If partially water-permeable impervious coverage is planned, or if the precipitation water runoff is to be only partially passed into the sewage system, corresponding modification must be incorporated into the calculations with regard to the reduction of imperviousness. For more exact calculations, application of the ABIMO runoff model is recommended, in which simulated data for planned surface structures can be entered as input data, so that the actual state and the plan can be compared.