Hydraulic modeling of Mara natural wetland using remote sensed data
| dc.contributor.author | Mtamba, Joseph Ochieng | |
| dc.date.accessioned | 2021-09-15T08:57:46Z | |
| dc.date.available | 2021-09-15T08:57:46Z | |
| dc.date.issued | 2019 | |
| dc.description | Available in print form, East Africana Collection, Dr. Wilbert aChagula Library, (THS EAF TC164.T34M82) | en_US |
| dc.description.abstract | In the last ten years climate change has increased concerns in natural wetlands and floodplains. Floods disaster has negative impacts on the infrastructure, livelihoods and environment. Sustainable planning and management for flood disaster management can be achieved through application of hydraulic models. In remote data scarce areas remote sensed data for topography and roughness may be used as an alternative source of data, hence evaluation of its suitability is necessary. Vegetation resistance influences water flow in floodplains. Characterization of vegetation for hydraulic modeling includes the description of the spatial variability of vegetation type, height and density. In this research, the application of dual polarized Radarsat-2 wide swath mode backscatter coefficients (o°) and Landsat imagery to derive spatial hydraulic roughness was explored. Simulations were performed using the FLO-2D hydraulic model to evaluate model performance under three Manning’s coefficient parameterizations which include derived optimum floodplain roughness, constant floodplain roughness referred to as scenario 1, 2 and 3 respectively. The model was used to derive spatial hydraulic indices and flood hazard maps for the floodplain wetland system. The model performance was evaluated using Nash-Sutcliffe model efficiency coefficient (E) and coefficient of determination (R^2), based on water levels measurements and simulated water levels at a gauging station within the wetland. The overall performance of scenario 2 to E = 0.95 and R^2 = 0.95, which was improved in scenario 2 to E = 0.95 and R^2= 0.99. When spatially distributed Manning values derived from SAR relative surface values were parameterized in the model, the model also performed well and yielding E = 0.97 and R^2 = 98. Improved model performance using spatial roughness shows that spatial roughness parameterization can support flood modeling and provide good flood wave simulation over the inundated riparian areas equality as calibrated model. Further, the results can be improved by more accurate elevation data. | en_US |
| dc.identifier.citation | Mtamba, J.O. (2019). Hydraulic modeling of Mara natural wetland using remote sensed data. Masters dissertation, University of Dar es Salaam. Dar es Salaam | en_US |
| dc.identifier.uri | http://41.86.178.5:8080/xmlui/handle/123456789/15572 | |
| dc.language.iso | en | en_US |
| dc.publisher | University of Dar es Salaam | en_US |
| dc.subject | Hydraulic models | en_US |
| dc.subject | Mara natural wetland | en_US |
| dc.title | Hydraulic modeling of Mara natural wetland using remote sensed data | en_US |
| dc.type | Thesis | en_US |