One of the uses of a Digital Elevation Model (DEM) is to automatically generate catchment areas for use in hydraulic modeling. This type of analysis is often used to model rivers and the horizontal resolution in such instances tends to be coarse, typically 30 meters or greater. Last year, San Francisco Department of Public Works (SF DPW) applied similar techniques at a fine resolution. The results are currently being used to study pipe hydraulics for San Francisco’s sewer system.
A 1-meter horizontal resolution LiDAR (Light Detection and Ranging) aerial survey of San Francisco was acquired in June 2007. The FBI ordered the survey prior to that year’s baseball All-Star game for use in security analysis, and provided the data to the City for free after the event. When studying urban storm water hydraulics, especially in a very hilly area like San Francisco, a high-resolution base layer is an ideal source for creating accurate models. SF DPW used the survey to delineate drainage areas across the entire city at the level of individual drain inlets, which were then aggregated to larger basins.
When creating a small scale catchment delineation of a large area, traditionally, an experienced engineer may review map contours, the sewer network, property lines, and other data. Then that engineer may draw the catchment boundaries based on the information at hand and his or her own subjective experience. If the engineer does not have time to review and delineate the entire area of interest, a team may finish the work. Since each team member would do delineation slightly differently and introduce unintended biases, this process introduces some uncertainty. A major benefit of delineating drainage boundaries using a DEM or LiDAR is the process can be replicated.
To automate the drainage catchment delineation process, the authors created a computer script in ArcGIS ModelBuilder called the “Urban Drainage” model. Several GIS layers from SF DPW’s Sewer Information System are used as inputs to the script including manhole, drain inlet, and pipe layers. Using other tools developed in-house such as Oracle Spatial based network tracing and import/export utilities, a complete hydrologic and hydraulic model can be created in the GIS on the fly.
Delineation of subcatchments and creation of hydraulic model with a DEM: the SF DPW “Urban Drainage” model
The “Urban Drainage Model” is based on the commonly used “steepest path” approach, using a gridded elevation model. The algorithm is illustrated in the figures below:
Using the “Urban Drainage” model, catchment areas were delineated for the City of San Francisco (approximately 30,000 acres). A subcatchment was created for each drain in the area. Since the process is designed to be automated, revised catchments can be created whenever the source data changes. Amendments are made to the script based on feedback gathered after each revision.
Smoothing and Hydro Enforcement
Hydro enforcement is used to force the modeled surface flow to fit within known boundaries, or follow a known flow path. For example, the elevation model can be lowered along a river channel, to force the flow to stay in the channel. Similarly, known ridges can be represented by raising the elevation model along the ridge.
Property lines are used in the “Urban Drainage” model as high walls, forcing the flow path towards the nearest street. Street right-of-way is also used as a lower wall, so that any flow which enters the right-of-way is not allowed to re-enter a property. This simplified logic approximates the real-world conditions, where runoff from private property is piped to the sewer main. There are some cases where this logic is incorrect such as when a street slope runs counter to the sewer slope. However these cases are rare enough that they can be neglected when the catchments are used for large scale, basin-wide analysis. For detailed design of the smallest pipes, the automatically created catchments must be reviewed for these types of exceptions.
Drain inlets are also used as hydro enforcement features during the depression filling process. A depression is defined as any cell(s) where flow path reaches a dead end, rather than the edge of the map. Some depressions are artifacts of the aerial surveying process, and must be filled in. However, there are real depressions at each drain location. The ESRI grid hydrology tools treat null cells the same as the edge of the map, so a depression with a null cell at its bottom is not filled. By adding each drain to the DEM as a null cell, the surrounding depressions are left unfilled, which greatly improves the resulting catchment boundaries. The drain inlets become the loading point for the next downstream pipe segment in the model.
Some smoothing of the DEM must be done before it is used for delineation, such that the output catchments are smoother and easier to interpret. Elevation is averaged within a 3-meter circle radius using the Focal Statistics tool.
The LiDAR survey can be used to identify subcatchment parameters such as slope. SF DPW also uses multispectral imagery which can differentiate between pavement and vegetated surfaces. This data is used to estimate each catchment’s impervious area.
Hydraulic Model Creation Process from Sewer GIS
Part of the impetus for creating the catchment delineation tool was the availability of the Sewer GIS. The GIS includes every pipe and manhole in the City, and was developed with hydraulic modeling in mind. With the availability of a consistent set of small subcatchment, hydraulic models can be created quickly for any part of the City.
In the figure below, catchments created with the tool were used to create a basemap for use in a hydraulic study. All the pipes and catchments upstream of the “point of interest” were identified, and can be imported into the modeling software.
This has been an example of replacing older style engineering tasks with GIS automation. Automated GIS tools can streamline time consuming processes as well as help improve model quality and resolution. SF DPW staff continues to refine this model to help improve the reliability and resolution, as well as to add new features to allocate surface flows separately from individual house flows which will increase the model resolution even further. The sub-catchments delineated using these tools are also consolidated for use in lower resolution City Wide models which are used for large project planning.
BAAMA, a chapter of the Urban and Regional Information Systems Association (URISA), is a non-profit, professional organization that organizes bi-monthly educational forums, the annual California GIS Conference, and periodic technical tours on a broad range of geographic information systems (GIS) and automated mapping topics. BAAMA is the vital organization of GIS professionals in the San Francisco Bay Region that promotes partnerships and teamwork with users of GIS technology to improve our environment and community.