Wetlands have unique attributes and incorporating them into the model often requires simplification.
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The model must be able to provide a reasonable estimate of the wetland hydroperiod as a model output so that pre-development conditions can be compared to post-development conditions, allowing impacts to the wetland’s regime to be quantified ( Gasca and Ross 2009) and ultimately mitigated.
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Each of these local wetland interactions and mechanisms must be represented in the model to determine the impacts of urbanization and how they cumulatively affect the wetland’s hydroperiod ( Carol et al. Water transfer mechanisms in wetlands include surface water exchanges, groundwater exchanges and evapotranspiration losses, and inputs include precipitation and runoff from the surrounding areas in the form of overland flow pathways ( Acreman and Miller 2007). The wetland hydroperiod describes the seasonal change in wetland water depth, or its hydrologic signature, which is dependent on the maintenance of water transfer mechanisms into and out of the wetland ( Mitsch and Gosselink 2000). Hydrologic modeling is an important tool for predicting changes in the hydrologic response in an urbanizing catchment and the capacity of proposed stormwater management systems to mitigate changes. The ability of wetlands to continue to provide critical ecosystem services in areas being urbanized largely depends on our ability to protect their hydrologic regime.
Et output different from pcswmm to epaswmm full#
Groundwater dependent ecosystems such as wetlands have experienced negative impacts and degradation from urbanization, resulting in the inability to perform their full range of functions and services within the landscape ( Krause et al. Many existing strategies do not sufficiently address the impacts of urbanization on wetlands human activities and conventional stormwater management are altering the natural regimes of these systems with undesirable ecological responses (e.g. In Southern Ontario, they are being negatively impacted by urban development, which increases surface runoff volumes and alters surface and groundwater drainage patterns ( Davidson 2014 Snell 1987). Wetlands are sensitive ecosystems under significant pressure from land use changes and land and water management practices. The discussion will address the value of a model which can both adequately represent the development and the wetland by incorporating infiltration–runoff effects, evapotranspiration changes, LID practices, groundwater regimes, and dynamic feedbacks between the wetland water level and the system. The study will identify areas where increased data collection could improve the model parameterization. Methods, calibration targets, and challenges encountered when defining groundwater interactions and stage-storage relationships will be highlighted.
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Continuous monitoring data was used for calibration and validation of the models.
![et output different from pcswmm to epaswmm et output different from pcswmm to epaswmm](https://www.chijournal.org/images/journal/C406-1.jpg)
The objective of this study was to explore options for incorporating and defining wetlands in PCSWMM, select groundwater interaction parameters, and optimize the process for creating a calibrated catchment–wetland model using known seasonal wetland water levels. Knowledge gained from wetland water balance analysis informed the development of PCSWMM models. A wetland water balance study has been conducted to develop reference hydrologic regimes for two wetlands in Pickering, Ontario. Hydrologic analysis is important to demonstrating that a development will not have negative impacts on wetlands. Wetlands in Southern Ontario are experiencing degradation from urban development.