Yamen Hoque
Purdue University, Civil Engineering, Post-Doc
- Geography, Ecology, Geology, Geographic Information Systems (GIS), Environmental Engineering, Civil Engineering, and 11 moreHydrology, Civil & Environmental Engineering, Landscape Ecology, Water resources, Hydrogeology, Environmental Management, Planning, Environmental Justice, Limnology, Freshwater Ecology, and Stream ecologyedit
Risk indices such as reliability–resilience–vulnerability (R–R–V) have been proposed to assess watershed health. In this study, the spatial scaling behavior of R–R–V indices has been explored for five agricultural watersheds in the... more
Risk indices such as reliability–resilience–vulnerability (R–R–V) have been proposed to assess watershed health. In this study, the spatial scaling behavior of R–R–V indices has been explored for five agricultural watersheds in the midwestern United States. The study was conducted using two different measures of spatial scale: (i) the ratio of contributing upland area to area required for channel initiation (FA), and (ii) Strahler stream order. It was found that R–R–V indices do change with spatial scale, but a representative watershed-specific threshold FA value exists for these indices to achieve stable values. Scaling with Strahler stream order is feasible if the watershed possesses a tree-like stream network. As an example of anthropogenic influences, this study also examined the role of BMPs placed within an agricultural watershed via a cost-effective optimization scheme on the evolution of R–R–V values with scale. While the placement of BMPs achieved reductions in concentrations and/or loads of constituents, they may not significantly change watershed risk measures, but are likely to cause significant reduction in vulnerability. If primarily upland BMPs are placed in a diffuse manner throughout the watershed, there might not be a significant change in the scaling behavior of R–R–V values.
Research Interests:
Ground water management models require the repeated solution of a simulation model to identify an optimal solution to the management problem. Limited precision in simulation model calculations can cause optimization algorithms to produce... more
Ground water management models require the repeated solution of a simulation model to identify an optimal solution to the management problem. Limited precision in simulation model calculations can cause optimization algorithms to produce erroneous solutions. Experiments are conducted on a transient field application with a streamflow depletion control management formulation solved with a response matrix approach. The experiment consists of solving the management model with different levels of simulation model solution precision and comparing the differences in optimal solutions obtained. The precision of simulation model solutions is controlled by choice of solver and convergence parameter and is monitored by observing reported budget discrepancy. The difference in management model solutions results from errors in computation of response coefficients. Error in the largest response coefficients is found to have the most significant impact on the optimal solution. Methods for diagnosing the adequacy of precision when simulation models are used in a management model framework are proposed.