Development of a zero inertia model for overland flow simulation
| dc.contributor.author | Adam, Elsafi Ahmed | |
| dc.date.accessioned | 2016-06-11T04:28:03Z | |
| dc.date.accessioned | 2020-01-07T14:40:52Z | |
| dc.date.available | 2016-06-11T04:28:03Z | |
| dc.date.available | 2020-01-07T14:40:52Z | |
| dc.date.issued | 1995 | |
| dc.description | Available in print form | en_US |
| dc.description.abstract | The overland flow component is modelled using the Zero Inertia equations. An approximate analytical solution for the Zero-Inertia equations is developed using the concept of moving boundary conditions. The model was applied to a single plane of an infinite length on the catchment and a sensitivity analysis was carried to check the effect of slope, length and width of the plane on the behaviour of the analytical solution. The Zero-Inertia Model was tested under a set of hypothetical data and compared with the kinematic wave model (Lax-Wendroff second order accuracy explicit scheme), to check weather the model can be able to reproduce the same outflow hydrograph or not. | en_US |
| dc.identifier.citation | Adam,E.A (1995) Development of a zero inertia model for overland flow simulation,masters dissertation, University of Dar es Salaam, available at (http://41.86.178.3/internetserver3.1.2/detail.aspx?parentpriref=) | en_US |
| dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/178 | |
| dc.language.iso | en | en_US |
| dc.subject | Hydrologic models | en_US |
| dc.subject | Rain and rain water | en_US |
| dc.title | Development of a zero inertia model for overland flow simulation | en_US |
| dc.type | Thesis | en_US |