Due in 24hours
SURFACE WATER HYDROLOGY
Problem 1
A hypothetical map for a rural catchment near Ballarat, Victoria is shown in Figure 1. Your task is to estimate the runoff hydrograph at the outlet of the catchment for a 10 year ARI.
Note:
1. Make appropriate assumptions (and list these) regarding the impervious fraction of each sub-catchment area along with the initial losses and continuing losses;
2. Use approximate reach lengths between nodes (and list these) noting that sub-catchment nodes are at the centroid;
3. Use Geelong IFD data (to be obtained from www.bom.gov.au) to estimate the runoff ;
4. Obtain the runoff hydrograph from the entire catchment;
5. Check for time of concentration, tc, value and if it is unrealistic, adjust the K value in the model noting that the K value can be as high as 50 or 60.
6. Provide a graph of the hydrograph you obtain along with a tabular summary of your outputs.
Refer to the RORB user’s manual for additional information. Software can be downloaded from: http://www.harconsulting.com.au/software/rorb/
Problem 2
Complete the example application described in Chapter 4 of the HEC RAS User’s Manual Version 4.1 (January 2010) ** this document will be provided.
Software can be downloaded from: http://www.hec.usace.army.mil/software/hec-ras/downloads.aspx
Problem 3
Summarise your work for problems 1 and 2 in a brief and professionally presented report. This report should include an introduction, a summary of all assumptions made, neatly present the important results and also provide some conclusions to your work. The report should be no more than about 5 pages in length.
Source Software.
REALM - http://www.depi.vic.gov.au/water/water-resource-reporting/surface-water-modelling/resource-allocation-model-realm
SOURCE - http://www.toolkit.net.au/tools/Source%20(public%20version)
Submissions must be made in electronic form