Environmental Engineering and Water Resources Systems Analysis

 
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WARMF Information*

*NOW A PUBLIC DOMAIN TOOL.

Onsite Wastewater Systems

Onsite wastewater systems (OWS), or septic systems, account for roughly 25% of domestic waste disposal in the United States.  OWS discharge is an important component of TMDL calculation. Most watershed models require the external estimations of OWS loads based on GIS data.  This approach makes it difficult to develop a TMDL implementation plan involving OWS conversion or consider projected trade-offs between OWS vs. centralized sewers.

Systech modified WARMF, a GIS-based watershed model, to simulate OWS loading.  Algorithms were based on OWS research and scientific principles.  The model now calculates the "edge-of-drainfield" pollution loads rather than requiring them as input. The modified WARMF was applied to the 840 km2 (325 mile2) Dillon Reservoir Watershed in Colorado where over 1000 onsite wastewater systems (OWS) can be found along the Blue River.  WARMF was set up with digital elevation model (DEM), meteorology, point source, and land use data. Additional data collected in the watershed for this project included surface water quality, soil properties, well data, and the spatial distribution of OWS in the watershed. A biozone module was developed to represent the treatment processes taking place at the biologically active soil layer that develops in a soil receiving septic tank effluent.  The build-up of bacteria increases field capacity, and decreases porosity and the infiltration rate.  The biozone module was tested with data collected in the laboratory column experiments using an accelerated dosing rate.  The tested module was then incorporated into WARMF to process the septic effluent before releasing it to a soil layer.  Hydrology and water quality simulations were run and the model was calibrated to available observed data.  After establishing a base case, various management scenarios related to OWS were tested.  These scenarios included the conversion of existing OWS to centralized sewers. The scenario runs provide information to evaluate the trade-offs between OWS and centralized sewer systems as well as the general impact of OWS on surface water quality. A report published by the National Decentralized Water Resources Capacity Development Project is available for download (Siegrist et. al 2005). Check our journal articles, conference publications, and reports sections for more information.


Schematic diagram of OWS in WARMF
 


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