dc.contributor.author |
Ganegoda, GPYR |
|
dc.contributor.author |
Rajapakse, RLHL |
|
dc.contributor.editor |
Mallikarachchi, C |
|
dc.date.accessioned |
2023-01-25T08:12:58Z |
|
dc.date.available |
2023-01-25T08:12:58Z |
|
dc.date.issued |
2022-12 |
|
dc.identifier.citation |
****** |
en_US |
dc.identifier.uri |
http://dl.lib.uom.lk/handle/123/20272 |
|
dc.description.abstract |
Rainfall threshold studies have been carried out in Sri Lanka, yet only to forecast landslides and
it has the benefits of not requiring either real-time modelling or real-time runoff data while
having the ability to forecast flash floods with significant lead time when combined with the
weather forecasts. Previous flood forecasting studies of the rainfall threshold method have been
carried out using various hydrological models and techniques based on the background but all
commonly followed basic hydrological modelling, generating rainfall patterns/events with
subsequent model runs with generated hyetographs.
The selected study regions for the present study are the Baddegama and Ellagawa watersheds
which are located in the wet zone of Sri Lanka. Rainfall Runoff Inundation Model (RRI) was
selected as the hydrological model since it has been widely used in flood-related research and
the input/output files of the RRI model are easily readable and interpretable. A Python script
was compiled to generate random rainfall patterns and find the Thiessen averaged cumulative
rainfall threshold which led to a two-year return interval flood from each pattern with RRI. A
large number of random events with increments of 25 mm rainfall were run until they caused
the threshold discharge which was considered as the two-year return period discharge based on
past data. From the results, Ellagawa watershed is found to be safe from a two-year return period
discharge (778 m3s- 1) up to average cumulative 6-day rainfall of 225 mm and it can be
guaranteed that 400 mm from a 6-day storm event will definitely cause flooding. Within the 225
mm and 400 mm range, there is a partial risk. For the Baddegama watershed, those lower and
upper bound values were 250 mm and 550 mm for 5-day duration rainfall to cause a two- year
return period discharge of 340 m3s-1. Rainfall threshold and their cumulative risk probability
were plotted by sorting selected results from iterations.
Considering the Probability of the Detention (POD) of the previous flood events with derived
threshold limits and aid of the past data, the lower limit of the rainfall threshold range for the
Ellagawa watershed shows a POD of 100% which means all events would be predicted by the
lower limit but it was 87% for Baddegama. Rainfall thresholds representing 50 % of the risk
percentages show POD values of 53% and 47% for Ellagawa and Baddegama, respectively. |
en_US |
dc.language.iso |
en |
en_US |
dc.publisher |
Department of Civil Engineering, Faculty of Engineering, University of Moratuwa |
en_US |
dc.subject |
Flood Forecasting |
en_US |
dc.subject |
Rainfall Threshold Method |
en_US |
dc.subject |
RRI |
en_US |
dc.subject |
Ellagawa |
en_US |
dc.subject |
Baddegama |
en_US |
dc.title |
Flood forecasting in selected wet zone basins using probabilistic rainfall thresholds |
en_US |
dc.type |
Conference-Abstract |
en_US |
dc.identifier.faculty |
Engineering |
en_US |
dc.identifier.department |
Department of Civil Engineering |
en_US |
dc.identifier.year |
2022 |
en_US |
dc.identifier.conference |
Civil Engineering Research Symposium 2021 |
en_US |
dc.identifier.place |
Katubedda |
en_US |
dc.identifier.pgnos |
p. 60 |
en_US |
dc.identifier.proceeding |
Proceedings of the Civil Engineering Research Symposium 2022 |
en_US |
dc.identifier.email |
ysndrmt@gmail.com |
en_US |