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Wetland functional assessment and uncertainty analysis using fuzzy α-cut–based modified hydrogeomorphic approach

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dc.contributor.author Srinivas, Rallapalli
dc.contributor.author Singh, Ajit Pratap
dc.date.accessioned 2024-09-19T06:39:12Z
dc.date.available 2024-09-19T06:39:12Z
dc.date.issued 2023-05
dc.identifier.uri https://link.springer.com/article/10.1007/s11356-023-27556-3
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/15635
dc.description.abstract Wetlands are significant ecosystems which perform several functions such as ground water recharge, flood control, carbon sequestration, and pollution reduction. Accurate evaluation of wetland functions is challenging, due to uncertainty associated with variables such as vegetation, soil, hydrology, land use, and landscape. Uncertainty is due to the factors such as the cost of evaluating quality parameters, measurement, and human errors. This study proposes an innovative framework based on modified hydrogeomorphic approach (HGMA) using fuzzy α-cut technique. HGMA has been used for wetland functional assessment and α-cut technique is used to characterize uncertainty corresponding to the input variables and wetland functions. The most uncertain variables were found to be the density of wetlands and basin count in the landscape assessment area with the scores of 4.38% and 3.614% respectively. Among the functions, the highest uncertainty is found in functional capacity index (FCI) corresponding to water storage (1.697%) and retain particulate (1.577%). The quantified uncertainty can help the practitioners to make informed decisions regarding planning best management practices for preserving and restoring the wetland functionality en_US
dc.language.iso en en_US
dc.publisher Springer en_US
dc.subject Civil Engineering en_US
dc.subject Hydrogeomorphic en_US
dc.subject Functional capacity index (FCI) en_US
dc.title Wetland functional assessment and uncertainty analysis using fuzzy α-cut–based modified hydrogeomorphic approach en_US
dc.type Article en_US


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