Are there any on-line publications or any other help that can show me how to design the slab using the modulus of sub-grade reaction. The slab is quite small (for a storage shed) and there is no reinforcement being used in the design. I am a bit confused, because there is no...
What is the logic behind using the 24-Hour Hydrograph in Watershed modelling and Design? Why not a 12, 36, 48, or 72 Hour Hydrograph? Anyone got any comments? All are welcomed.
Thanks
I am not sure if you understand what I am asking or if I am not getting your advice. I am using the index flood method and I have generated 2 curves:
1. Qavg vs. Drainage Area (Q = 0.89DA^0.78)
2. Q/Qavg vs. Frequency (I have 1/2, 1/10, 1/100, 1/1000 and 1/10,000) - it is pretty much a straight...
Background:
I am undertaking a Hydrology study for a specific basin in my Province. There is no Rain gauge data available in that area....but what I do have is flow data from other lakes/basins in areas nearby my area of study.
My boss has asked me to determine the associated hydrographs for...
