If you want to allow rainwater to infiltrate, you need more than just a depression in the yard or a hole in the ground. The rainwater infiltration calculation is the planning cornerstone of any decentralized rainwater management system: It determines how large an infiltration system must be so that it can reliably collect, temporarily store, and release the resulting stormwater into the ground—even during design rainfall events—without overflowing or causing damage. Anyone who understands this calculation process also understands why infiltration isn’t a sure thing, but rather an engineering task with clear rules, standards, and limits.
- What rainwater infiltration means and what types of systems are available
- The key hydraulic parameters that determine the calculation: rainfall intensity, runoff coefficient, design rainfall
- How the key soil parameter, the kf value, is determined and why it is so crucial
- Which standards and regulations govern the calculation, particularly DWA-A 138
- How the calculation procedure according to DWA-A 138 works step by step
- Which system types are suitable for which locations and land uses
- What errors are typical in planning and construction, and how they can be avoided
- How infiltration systems are integrated into the overall strategy of the “sponge city” and the urban water cycle
Basic Concepts and Types of Rainwater Infiltration Systems
Rainwater infiltration refers to the targeted diversion of stormwater from paved or built-up areas into the subsurface, where it passes through the soil and is fed into the groundwater. Unlike centralized sewer systems, which quickly divert rainwater out of the city, decentralized infiltration keeps the water cycle closed locally. This is not only ecologically sound but is also required by planning regulations in many federal states: Anyone creating new impervious surfaces must retain the resulting rainwater on the property or allow it to infiltrate, provided soil conditions permit.
The main types of systems can be distinguished by their geometric shape and mode of operation. Surface infiltration drains water over a wide area through active soil layers, typically via lawns, depressions, or depression-trench systems. Depression infiltration uses shallow, vegetated depressions in the ground that temporarily hold water and then allow it to slowly infiltrate. Trench infiltration relies on underground gravel or crushed stone beds that serve as temporary storage and release the water gradually into the subsoil. Well infiltration systems are vertical structures that direct water directly into deeper, permeable layers and are used where the upper soil is poorly permeable but a suitable layer lies beneath it. Combined trough-trench systems combine above-ground storage with underground infiltration and are particularly space-efficient.
Each of these types places different demands on the subsoil, the available space, and the inflow geometry. Choosing the right system type is therefore not a matter of personal preference, but rather the result of a systematic site analysis that is inextricably linked to the rainwater infiltration calculation.
Basic Hydraulic Parameters: What Goes Into the Calculation
Every rainwater infiltration calculation begins with determining the relevant input parameters. The most important of these is the rainfall intensity, which is used for the design calculation. It is expressed in liters per second per hectare (l/(s·ha)) and varies by location: Depending on the region of Germany, different amounts of rain fall during a rainfall event of the same frequency. The basis for this is provided by KOSTRA data (Coordinated Regionalization and Analysis of Heavy Precipitation by the German Weather Service), which provides rainfall intensities for various duration levels and return periods for each location.
The return period, also known as the annual frequency, describes how often a rainfall event of a certain intensity occurs statistically. For the design of infiltration systems, a return period of two years (n = 0.5 a⁻¹) to five years is generally used, depending on the vulnerability of the connected areas to damage. For systems located near buildings or with an increased risk of flooding, a less frequent—and thus larger—event is assumed. This decision is a planning-based risk assessment, not a purely mathematical one.
The connected impervious area, also referred to as the effective catchment area, is the second key input parameter. It is calculated as the actual paved or built-up area multiplied by the runoff coefficient. The runoff coefficient (Ψ, Psi) describes what proportion of precipitation actually occurs as surface runoff. For sloped roof surfaces, it is close to 1.0; for paved surfaces with joints, it ranges between 0.4 and 0.7; for lawns, between 0.1 and 0.3. The product of the area and the runoff coefficient yields the hydraulically effective area, which is included in the calculation.
The third basic parameter is the soil permeability coefficient, known as the kf value (hydraulic conductivity). It indicates how quickly water flows through the soil and is expressed in meters per second (m/s). The kf value is the key soil-mechanical parameter for any infiltration system: It determines how quickly the temporarily stored water can be discharged and thus significantly influences the required storage volume. Setting the kf value too high results in an undersized system that will overflow during heavy rainfall events.
The kf value: Determination, significance, and common errors
The kf value cannot be obtained from tables but must be determined for the specific site. DWA-A 138 (Design, Construction, and Operation of Systems for the Infiltration of Stormwater), the authoritative set of guidelines for infiltration planning in German-speaking countries, requires a site-specific determination. For smaller systems up to a certain catchment area, a simplified procedure may be used; for larger or more sensitive sites, a geotechnical report is required.
Common field methods for determining the kf value include the double-ring infiltrometer test and the Porchet test (borehole test). In the double-ring infiltrometer test, a metal ring is driven into the ground, filled with water, and the rate of infiltration is measured. The Porchet test is conducted in a borehole and measures the infiltration rate in the saturated zone. Both methods yield field values that, by their very nature, exhibit a certain degree of variation. DWA-A 138 recommends using the lower range of the measured values for design purposes to err on the side of caution.
Soils with kf values between 1 × 10⁻³ m/s and 1 × 10⁻⁶ m/s are suitable for an infiltration system. Although highly permeable soils (kf greater than 10⁻³ m/s) drain quickly, they offer little filtration, which can be problematic when discharging stormwater from roads. Soils with kf values below 10⁻⁶ m/s are considered too impermeable for a cost-effective infiltration system; in such cases, alternatives such as retention, drainage, or a combination with other measures must be considered. Loamy or clayey soils often fall into this range and preclude simple infiltration.
A common planning error is to derive the kf value from soil maps or literature values for the soil type without conducting a field measurement. Soil maps provide a rough guide, but local variability in the subsoil—due to stratification, compaction, backfilling, or previous land uses—can be significant. Anyone who plans based on tabulated values risks designing a system that will not function in practice.
The Calculation Method According to DWA-A 138: Step by Step
The calculation method specified in DWA-A 138 is the standard method recognized in Germany, Austria, and Switzerland for calculating rainwater infiltration. It is based on a storage approach: The system must be able to accommodate the volume of inflow during a design rainfall event, minus the volume that has already infiltrated during the same period. The required storage volume is determined by the difference between inflow and outflow over the design duration.
The calculation process can be broken down into the following steps:
- Determination of the effective catchment area (Au) from paved area and runoff coefficient
- Selection of the design rainfall: Rainfall intensity (r) for the selected return period and the relevant rainfall duration based on KOSTRA data
- Determination of the kf value through field tests at the site
- Calculation of the system’s infiltration rate: infiltration area (As) multiplied by kf and a safety factor (typically 0.5 according to DWA-A 138)
- Calculation of the required storage volume (VS) for various rainfall durations and selection of the applicable maximum
- Sizing the system so that the required storage volume is provided and the infiltration area is sufficient
The calculation is performed for several rainfall durations (typically 5, 10, 15, 30, 60 minutes, and longer) because it is not the most intense, but rather the most unfavorable combination of intensity and duration that results in the maximum storage volume. The result is a storage volume in cubic meters and a required infiltration area in square meters. Together, these two values determine the system’s geometry.
For trough infiltration systems, the infiltration area is the base area of the trough. For trench infiltration systems, the storage volume is derived from the pore volume of the gravel or crushed stone bed, which typically accounts for 30 to 35 percent of the total volume. For shaft infiltration systems, the infiltration area is the lateral surface area of the shaft within the permeable horizon. These geometric relationships make it clear why the selection of the system type and the calculation cannot be separated from one another.
Site Requirements, Safety Distances, and Planning Regulations
Infiltration systems may not be installed just anywhere. DWA-A 138 and the respective state water laws define minimum distances from buildings, property lines, drinking water wells, and bodies of water. Typical minimum distances from buildings range from 1.5 to 5 meters, depending on the system type and groundwater level. The distance to the groundwater table is particularly critical: A minimum distance of generally one meter must be maintained between the bottom of the system and the highest expected groundwater level to ensure sufficient soil passage and filtration.
Not all rainwater may be allowed to infiltrate without further consideration. The EU Water Framework Directive and the German Water Resources Act (WHG) require that infiltrated water have no adverse effects on groundwater. Special requirements apply to stormwater from roof surfaces made of uncoated metals (copper, zinc, lead), as these metals are leached out in significant quantities and can be detected in the infiltrated water. Street runoff from heavily trafficked areas contains heavy metals, hydrocarbons, and tire abrasion and, as a rule, may not be allowed to infiltrate directly but requires pretreatment, such as through sedimentation systems or filter layers.
Under planning law, the infiltration requirement is enshrined in many zoning plans and municipal drainage ordinances. Anyone submitting a building permit application must generally demonstrate that the rainwater generated on the property can be managed on-site. This proof is the rainwater infiltration calculation in its formal function: It is not only a technical tool but also a planning document that is submitted to authorities and permitting agencies.
Common Planning Mistakes and How to Avoid Them
One of the most common mistakes in practice is underestimating the catchment area. Anyone who only considers the roof area of a building but overlooks courtyards, driveways, or outbuildings will design a system that is too small. Particularly when property areas are subsequently sealed—for example, by carports, patios, or paving—the infiltration system is often not adjusted, even though the hydraulic load has increased.
A second common mistake is neglecting maintenance. Infiltration systems become silted up over time: fine material from the inflow clogs the infiltration surface and significantly reduces the effective kf value. Troughs lose their permeability due to vegetation growth and falling leaves, while swales can become blocked by root ingrowth or the accumulation of fine sediments. The DWA-A 138 standard therefore mandates regular inspection and maintenance. Systems without a maintenance plan are not reliable structures in the long term.
A third mistake concerns the design of the inflow. When water is discharged unfiltered and at high flow velocity into a trough or infiltration trench, it carries fine sediment that progressively clogs the infiltration surface. Upstream settling and filter chambers, inlet structures with sedimentation chambers, or vegetated inlet strips slow down the inflow and retain coarse material. These design details are not a luxury but a prerequisite for a system that functions reliably over the long term.
Finally, the topography of the site is often underestimated. An infiltration basin that is located on a slope or whose overflow is not secured can, when overloaded, divert water in undesirable directions—such as toward buildings or neighboring properties. Planning the overflow—that is, the controlled discharge of water that the system can no longer absorb when the design rainfall is exceeded—is an integral part of the rainwater infiltration calculation and must not be treated as an afterthought.
Infiltration in the Context of the Sponge City and Urban Rainwater Management
Decentralized rainwater infiltration is more than a single technical measure. It is a building block of the “sponge city” concept, which aims to make cities more resilient to heavy rain and heat by retaining, evaporating, and infiltrating rainwater where it falls. The concept draws on findings from urban hydrology: Highly impervious cities generate high peak runoff during rainfall, which overloads sewer systems and causes flooding. At the same time, there is a lack of water for evaporative cooling, which regulates the urban climate.
In this context, infiltration systems serve a dual purpose: they reduce runoff and replenish the groundwater, which in turn serves as a water reservoir for trees and vegetation. Infiltration basins along roads, green deep beds (bioretention cells), and permeable pavements are elements of an integrated stormwater management system that combines urban planning, open-space planning, and civil engineering. Rainwater infiltration calculations form the common technical foundation upon which all these measures are built.
For landscape architects and open-space planners, this means: Infiltration is not a downstream drainage problem that the engineer solves after the design is finalized. It is a design resource that influences terrain modeling, planting, path routing, and land allocation from the very beginning. Those who view infiltration basins as design elements, who design deep plant beds as urban furniture with a hydraulic function, and who interpret a site’s topography as a tool for water management are working in line with a contemporary understanding of planning.
In this sense, the rainwater infiltration calculation is not a bureaucratic formality but the backbone of planning that takes water seriously as a resource. It combines soil science, hydrology, building codes, and open-space design into a discipline that plays a growing role in urban climate adaptation. Those who master it plan not only in compliance with regulations but also with an eye toward the future.












