Hi Balaji and George, My supervisor encouraged me to find a more catchy name, so I've come up with FERGI. LEB.cpp is a very simple hydrologic model, but it is more analysis than is currently being applied in post-fire hydrology. The primary complexity right now is turning the WEPP-based output into pulses of precipitation. I would rather read in the resampled and rescaled pulse data from the climate generator directly. That is a bit longer of a project, so will wait until the rest of it is generally assembled. Right now the program just does the hydrology and estimates peak 15 minute runoff rates and durations. In a spreadsheet (lebannual.xls), I took that information and applied Woolhiser's (1975) steady rainfall excess kinematic wave model (a very simple method of characteristic solution) to estimate the the maximum distance downslope that the upslope boundary condition propogates during the duration of the runoff, which gives the peak runoff rate on the hillslope. That information can be turned into "flow depths" using an estimate of roughness (in this case from the median particle diameter of the soil), which can be used to estimate where on the hillslope the critical shear stress for movement is exceeded. Based on Erkan Istanbulluoglu's work this would be a good estimate of the temporary dynamic channel head would occur. Without knowing the sources of the equations, the spreadsheet would be hard to follow, as I did some of the calculations separately. If Adam or any of you are very interested, I could walk you through it quickly. All of the complexities of two dimensional flow routing, such as the models developed by Garry Willgoose and another by Fritz Fiedler are not dealt with at all at this stage. There would be benefit in considering more complex routing at a later date because the logs do move water laterally. The agency is not very patient for models right now and seems willing to use poorer models, so I figure that if I want to get funding to make improvements later, I need to produce something imperfect now. When I get all of the spreadsheet calculations programmed into LEB, I will send a new version. It is easy to do, but I just need the uninterrupted time to do it. Any feedback and suggestions would be appreciated. Best Regards, Charlie (See attached file: LEBparam.dat)(See attached file: arrowrock01.cli)(See attached file: LEB.cpp) (See attached file: FERGI description.doc)(See attached file: lebannual.xls) __________________________________________________ Charlie Luce Research Hydrologist USDA Forest Service 316 E. Myrtle St. Boise, ID 83702 (208) 373-4382 cluce@fs.fed.us http://www.fs.fed.us/rm/boise/ __________________________________________________