Abstract:
Flooding and flow changes in rivers and streams due to anthropogenic
activities are the major problems worldwide as well as in Sri Lanka. To
address these issues, proper monitoring of flow patterns and prediction of
flow changes are necessary; However, daily monitoring and data
collection is greatly time consuming and costly. Therefore, development
and application of models for accurate simulation of flow variations will
be a vital requirement for the management of these ecosystems. In order
to address these concerns, a study was done with the objective of
calibrating and validating a model based on climatic, landuse and flow
data and to determine whether the calibrated model could be applied to
predict flow variations.
HEC-HMS 3.5 model which was developed by the United States Army
Corps of Engineers was used to simulate flow variation of the Nillambe
Oya catchment which is located within the central highlands of the mid
and upcountry wet zone. During the period from May 2013 to September
2013, flow was measured in nine selected days. Rainfall data, other
meteorological data and flow data for eight years (October 1991 to
September 1999) were obtained from the Environment and Forest
Division of the Mahaweli Authority and the Meteorology Department of
Sri Lanka. Daily flow data for five years (October 1991 to September
1996) were used to calibrate the model and another set of flow data for
five years (October 1994 to September 1999) were used to validate the
model. The flow values that were measured in situ during May 2013 to
September 2013 were statistically tested with flow values simulated by
the model.
Obtained residual plots and calculated percentage residuals of the
calibration and validation produced results with high R squared values
(above 0.65) and residual percentages within ±1SD and ±2SD above 85%
and 95%, respectively. The properly calibrated and validated HEC-HMS
3.5 computer model can be reliably used to simulate flows of Nillambe
Oya. Snyder unit hydrograph method, as the transformation method,
simulates flows reliably in the study catchment, along with initial loss method. Therefore, HEC-HMS 3.5 model can reliably be used to estimate
flow volumes that are available to Hydropower generation, drinking water
supply and agricultural purposes while maintaining ecological harmony
with the riverine ecosystem.
