1. The flow between points P1 and P2 is steady, non-uniform flow since the water depth changes along the length of the ditch but the discharge is constant. 2. Comparing the total head at P1 and P2 using Bernoulli's equation with an energy loss term shows that there is a 0.3 m energy loss between the two points over a 1500 m length of ditch. 3. The flow is classified as one-dimensional flow since the width and depth of flow are much smaller than the length between P1 and P2.