Match the LIST-I with LIST-II
| LIST-I | LIST-II |
|---|---|
| A. Gradually varied flow with increasing discharge B. Turbulent flow C. Drop structures D. Gradually varied flow with decreasing discharge | I. Hilly river on steep slope II. Irrigation canal III. Pipe inlet IV. Drainage ditch |
Choose the correct answer from the options given below:
The Rational Method formula for estimating peak runoff is given as \(Q = \frac{CiA}{360}\). For the result \(Q\) to be in cubic meters per second (\(m^3/s\)), what must be the units of rainfall intensity (\(i\)) and catchment area (\(A\))?