1Describe how you would distinguish between continuing losses and initial losses in the analysis of a storm event where you have a surface runoff...

.1Describe how you would distinguish between continuing losses and initial losses in the analysis of a storm event where you have a surface runoff hydrograph available.

2. Discuss how you would estimate the design peak flow for an ungauged catchment in Eastern New South Wales.

3. Infiltration losses during a storm event can be estimated using Horton's equation, the Green-Ampt equation and Philip's equation. Briefly discuss the conceptual differences between these alternative equations.

4. Discuss reasons for selection of the depth at which the velocity measurement is made when a single point measurement technique is employed. Include in your discussion potential sources of systematic error which may invalidate the reason.

5. Describe how you would distinguish between continuing losses and initial losses in the analysis of a storm event where surface runoff occurs.

6. Briefly discuss the importance of the three cell circulation pattern with respect to the location of desert areas on the Earth's surface.

7. Describe briefly a conceptual model of the hydrological cycle. Include in your discussion reasons for conceptualisation of the hydrological cycle in the manner required for development of your model.

8. Briefly discuss the need for extrapolation of a rating curve at a gauging station. Include in your discussion an overview of how you would achieve the necessary extrapolation.

9. Briefly discuss the assumptions necessary for application of an at-site flood frequency analysis for estimation of the flood flow for a given exceedance probability

Thx for answer, they are hydrology problems