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Although the watershed length and topographic condition are also force the disparities.
The kinematic-wave model simulates the upstream moving storms pretty well, i.e. Nash Sutcliffe coefficient of model fit efficiency equal to 0.948 and 0.831 for storms lengths equal to and not equal to the watershed length, respectively.
Contours of watershed length, developed from simulations for different conditions of rainfall and watershed geometry, can be used to design runoff collection systems for highways and parking lots to maximize first flush.
The dynamic-wave model simulates the downstream moving storms pretty well, i.e. NSE equal to 0.843 and 0.879 for storms with lengths equal to and not equal to the watershed length, respectively, indicating backwater significantly affects runoff for even this simple experimental watershed.
The hypothesis that downstream moving storms with storm length less than watershed length (Ls/L<1.0) magnify the peak discharges as indicated by kinematic-wave models in previous studies was evaluated in an analysis of the dimensionless peak discharge and dimensionless storm velocity.
Whereas, the kinematic wave model substantially overestimates the peak discharge of downstream moving storms, and yields generally poorer fits than for upstream moving storm, i.e. NSE equal to 0.867 and 0.674 for storms with lengths equal to and not equal to the watershed length, respectively.
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length of watershed (m) Total streams length (m) Max.
Note that the watershed roads networks length has increased significantly over the period of 1979 2013.
Although comparable by length, watershed and discharge to the Columbia above where the two rivers meet, the Kootenay is of a very different character.
In rivers, coho were slightly faster on average than other species after accounting for other factors such as rearing history, Fraser or non-Fraser watershed, and fork length.
In case of watersheds with longer length of overland flow such as Pulambadi, Valaiyur, Silaiyur and Maruvattur watersheds rain water will take relatively more time to enter into the stream, and hence only in case of higher rainfall there would be significant volume of surface run off to stream discharge.
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