An Adelaide Catchment and Industrial Development
Order ID 53563633773 Type Essay Writer Level Masters Style APA Sources/References 4 Perfect Number of Pages to Order 5-10 Pages Description/Paper Instructions
An Adelaide Catchment and Industrial Development
A directly connected portion (to the outlet) of an Adelaide catchment (total Area = A ha) was subjected to an industrial
development. Travel time before the development was tic minutes (to travel from the furthest point, P to the catchment
outlet, O). After the development, travel time for the developed area is approximately tc1 minutes and that is for the
undeveloped area still equals to tic. The runoff coefficients at 10-year ARI, C10 for the undeveloped (pervious) and developed
(impervious) areas are C1 and C2 respectively. Based on the data provided below, select the set of parameters for the
analyses from the data. The IFD data (mm/hr.) and Frequency conversion factors are given in Tables 4 and 5 respectively.
Based on the data selected, indicate developed and undeveloped areas on a typical catchment. Also indicate furthest point,
P and the catchment outlet, O.
Using Rational method of peak flow estimation, compute the percentage increase of the T-year (ARI = T years) design flood
peak due to the development. All the calculations need to be presented logically and clearly.
Total Area (At) tic (min) tc1 (min) C1 at 10-year ARI (previous) C2at 10-year ARI (impervious) ARI (T years) Developed area (% of at) = 30Total Area (At) 4 30 15 0.25 0.8 70 40
RUBRIC
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