German Hydrology in InfoSWMM 14.5 and H2OMAP SWMM 14.5

This blog describes how the German Runoff hydrology converts precipitation excess (rainfall and/or snowmelt less infiltration, evaporation, and initial abstraction) into surface runoff (overland flow). InfoSWMM is a distributed model as it allows a study area to be subdivided into any number of irregularly shaped Subcatchment areas to best capture the effect that spatial variability in rainfall, topography, drainage pathways, land cover, and soil characteristics have on runoff generation. Generation of runoff is therefore computed on a Subcatchment by Subcatchment basis with the option of having the runoff go to a node or another Subcatchment.  All of the ancillary processes possible in InfoSWMM: LID’s, 5 types of infiltration (Horton, Modified Horton, Green Ampt, Modified Green Ampt and SCS CN), groundwater, evaporation, snowmelt, 2D processes and water quality are active and used in the German Hydrology Option.

The source of the equations used in the German Runoff hydrology method Is the program
Storm.XXL (Storm XXL. was developed by InnoAqua )which can be seen at:  http://www.sieker.de/daten/download/sieker/public/manual_storm2006.pdf. It uses the a mathematical model called the storage cascade.  The storage cascade is a further development of the linear single storage. The linear storage cascade consists of several single storages that are switched to an in-line cascade. It is a linear storage equation and has two parameters (a Storage Constant in minutes) and a reservoir count that is integer and normally ranges from 1 to 5 (Figure 1).  The user sets the storage time for each reservoir and the number of reservoirs for each Subcatchment either in the DB Table for Subcatchments (Figure 2) or the Attribute Browser (Figure 3).

The numerical equations for each storage and the total runoff from the cascading storages are shown in Figures 4 and 5, respectively.  The Run Manager with German Runoff is shown in Figure 6.  The effect of varying the reservoir count and storage constant are shown in Figures 7 and 8.

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Figure 1. Linear Storage Cascade with two parameters per Subcatchment: (1) Storage Constant in minutes (Lagerung Constant) and (2) the number of linear reservoirs or the Reservoir Graf.

Figure 2. The German Runoff 2 parameters can be entered in the Subcatchment DB Table of InfoSWMM.

Figure 2. The German Runoff 2 parameters can be entered in the Subcatchment DB Table of InfoSWMM.

Figure 3. The German Runoff 2 parameters can be entered in the Attribute Browser of InfoSWMM.

Figure 3. The German Runoff 2 parameters can be entered in the Attribute Browser of InfoSWMM.

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Figure 4. The differential equation for each storage for flow, time and rainfall excess.

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Figure 5. The equation used to compute the runoff based on the storage constant and the number of reservoirs. Paulsen (1987) gives this equation as a solution for the differential equation system for dt <= K. The effect of the model parameters n and K are similar. A large value for the storage constant K enlarges the retention period and curbs the runoff hydrology. A large number for n also has a dampening effect.

Figure 6. InfoSWMM Run Manager with 12 Options for Hydrology including German Runoff.

Figure 6. InfoSWMM Run Manager with 12 Options for Hydrology including German Runoff.

Figure 7. German Runoff with a SCS Hyetograph and a Storage Constant of 3 minutes. GH31 is a reservoir count of 1. GH32 is a reservoir count of 2 etc.

Figure 7. German Runoff with a SCS Hyetograph and a Storage Constant of 3 minutes. GH31 is a reservoir count of 1. GH32 is a reservoir count of 2 etc.

Figure 8. German Runoff with a Balanced Hyetograph and two Scenarios: (1) Runoff with a Storage Constant of 3 minutes and 1 reservoir and (2) 3 minutes and 2 reservoirs.

Figure 8. German Runoff with a Balanced Hyetograph and two Scenarios: (1) Runoff with a Storage Constant of 3 minutes and 1 reservoir and (2) 3 minutes and 2 reservoirs.

 

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    About Robert Dickinson

    Robert Dickinson is a Product Sector Leader with Innovyze in the USA for InfoSewer, InfoSWMM, InfoSWMM 2D and H2OMAP SWMM. He has over 40 years experience in modeling the key hydrologic, water quality and hydraulic processes involved in urban and surburban drainage design and analysis. He has been very lucky to work with many talented engineers and scientists in his professional life at the University of Florida, XP Software, CDMSmith, the US EPA and at Innovyze Inc which allows him to offer worldwide support, training and sales/adaptation help for the Innovyze Products InfoSWMM, InfoSewer, InfoSWMM 2D, H20Map SWMM, SWMMLive and SWMM features in ICM and ICM SE. Short Time History: Product Sector Leader with @Innovyze for InfoSWMM / InfoSewer, 42+ years w/ SWMM3/4/5! 9+ Years w/ @Innovyze! 8 years @CDMSmith 9 years w/ XPSWMM 17 years @UF
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