Table I shows Inflow hydrograph entering a small reservoir with a spillway. The crest of the weir is 109 m. The storage of the reservoir is 60,000 m². Take the length of the weir is 4 m. The elevation versus storage relationship is given in Table 2. Calculate the outflow from the spillway and storage indication. Draw a graph between outflow from spillway and storage indication. Use coefficient of discharge for weir is 1.5.
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![Q2: Sketch the following signals.(a) x[n]=u[n+5]-3u[n+1]+u[n-1]+u[n-4](b) x[n]=r[n](u[n+4]-u[n-5])(c) x(t)=3u(t+4)-u(t+2)-u(t-1)+2u(t-3)(d) x(t)=∑i=-](https://numengineering.com/wp-content/uploads/2024/12/Screenshot-2024-12-18-032649-1-260x185.png)
![Sketch the following signals. (a) x[n] = u[n + 5] − 3u[n + 1] + u[n − 1] + u[n − 4] (b) x[n] = r[n] (u[n + 4] − u[n − 5]) (c) x(t) = 3u(t + 4) − u(t + 2) − u(t − 1) + 2u(t − 3) (d) x(t) = P∞ i=−∞ δ(t − 6i) [u(t + 2) − u(t − 2)]](https://numengineering.com/wp-content/uploads/2024/12/Screenshot-2024-12-18-032649-260x185.png)


