dc.contributor.author | Kuok, King Kuok, Ir. Dr. | |
dc.contributor.author | Sobri, Harun, Prof. Madya Dr. | |
dc.contributor.author | Chiu, Po Chan | |
dc.date.accessioned | 2012-04-28T00:58:40Z | |
dc.date.available | 2012-04-28T00:58:40Z | |
dc.date.issued | 2011-12 | |
dc.identifier.citation | The Journal of the Institution of Engineers, Malaysia, vol. 72(4), 2011, pages 1-5 | en_US |
dc.identifier.issn | 0126-513X | |
dc.identifier.uri | http://www.myiem.org.my/content/iem_journal_2011-306.aspx | |
dc.identifier.uri | http://dspace.unimap.edu.my/123456789/18973 | |
dc.description | Link to publisher's homepage at http://www.myiem.org.my/ | en_US |
dc.description.abstract | Hydrological Tank model has proven more capable than many other models in modeling the hydrologic responses from a wide
range of humid watershed. Many hydrologists are using this model due to its simplicity of concept and computation while
achieving forecasting accuracy comparable with more sophisticated models. Throughout the years, various types of Tank
model have been developed. The best was found to be storages series type. However, there is no general agreement regarding
the best number of series storage tanks for rural catchment in humid region. In this study, three types of series storage tanks
were selected to model the daily and hourly runoff for Bedup Basin, a rural catchment in humid region. These three Tank
models that consist of three, four and five series storages tanks are named as 3-Tank-D, 4-Tank-D, 5-Tank-D respectively for
daily model, and 3-Tank-H, 4-Tank-H, 5-Tank-H respectively for hourly model. The model performance is evaluated with
coefficient of correlation (R) and Nash-sutcliffe coefficient (E2). Results revealed that the best number of tank is four, where
average R and E2 yield to 0.6833 and 0.6620 respectively for daily runoff simulation, 0.8985 and 0.8214 respectively for
hourly runoff simulation. Besides, sensitivity analysis also demonstrated the infiltration coefficient from forth to fifth tank
(C9) has minor impact to runoff peak discharge and side outlet coefficient for fifth tank (C10) doesn’t have any significant
impact to runoff peak discharge for both daily and hourly runoff simulation. Thus, these two parameters can be ignored. This
result further confirmed that the best number of tanks for daily and hourly runoff simulation for rural catchment in humid
region is four. | en_US |
dc.language.iso | en | en_US |
dc.publisher | The Institution of Engineers, Malaysia (IEM) | en_US |
dc.subject | Coefficient of correlation (R) | en_US |
dc.subject | Conceptual rainfall-runoff model (CRR) | en_US |
dc.subject | Hydrological Tank model | en_US |
dc.subject | Nash-sutcliffe coefficient (E2) | en_US |
dc.title | Investigation best number of tanks for hydrological tank model for rural catchment in humid region | en_US |
dc.type | Article | en_US |
dc.contributor.url | kelvinkuok100@gmail.com | en_US |